ameron international corporation is a multinational manufacturer of

Ameron International Corporation is a multinational manufacturer ofhighly-engineered products for the construction, industrial, chemicaland energy markets. The company operates businesses in Europe,the Middle East, Africa, North America, South America andAustralasia. Traded on the New York Stock Exchange (AMN), Ameronis a leading producer of high-performance coatings; fiberglass pipeand composites, concrete and steel pipe systems and specialisedconstruction products.

With Bondstrand®, Centron, Dualoy and Bondstrand SSL(Steel Strip Laminate) Ameron offers the worlds most comprehensiveline of Glassfiber Reinforced Epoxy (GRE) and phenolic pipe products,representing a cost-effective alternative to corrosion-prone metallicpiping and (reinforced) thermo plastics. The corrosion resistance andchemical inertness of Glassfiber Reinforced Epoxy (GRE) and phenolicpipe make it especially suitable for service in hostile and corrosiveenvironments. The special characteristics of phenolic pipe with its fireresistance and low smoke generation, making it less toxic, demonstratea significant safety advantage in case of fire on for example platforms.Furthermore, it is much lighter in weight than comparable steel pipeand easier to install.

Ameron Fiberglass-Composite Pipe Group/Europe serves industrial,military, marine, offshore and oilfield markets in Europe, Africa andthe CIS countries (former Russia) with high-performance GlassfiberReinforced Epoxy (GRE) and phenolic piping systems of up to 100mm (40 inch) in diameter and pressure classes of up to 245 bar(3500 psi).

High standards of performanceAmeron Fiberglass-Composite Pipe Group/Europe is a leader inGlassfiber Reinforced Epoxy (GRE) and phenolic piping technology.All pipes are manufactured using state-of-the- art computer-controlledequipment. In order to meet industry’s ever more exacting needs forquality products and services. Ameron is certified in accordance withISO 9001.

© Ameron 2004 - FP562 A_intro. Printed in The Netherlands.

DURABLE

CORROSION RESISTANT

LIGHTWEIGHT – EASY TO INSTALL

REDUCED COSTS

GLASSFIBERREINFORCED EPOXY

PIPELINESYSTEMS

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GLASSFIBERREINFORCED EPOXY

PIPELINESYSTEMS

AMERON EXPANDS ITS BUSINESS FRPIPING TO PIPELINE SYSTEMS

OUTSTANDING BENEFITS

■ DURABLE AND CORROSIONRESISTANTLonger service life

■ LIGHTWEIGHT – EASY TO INSTALLNo need for heavy equipment

■ REDUCED COSTSLess than schedule 80 carbonsteel. Does not requireprotective coatings


Traditionally, Ameron has been a well-known supplier and manufacturer ofglassfiber reinforced epoxy (GRE) pipingsystems. A position which was achievedthrough constant product innovation,new techniques and inproved services. Inaddition to its activities in the pipingbusiness, Ameron is expanding itshorizon.

Entering the pipeline businessBased on many decades of experience, aseries of pipeline systems has beendesigned to meet the demandingrequirements the pipeline businessrecognizes. With these new pipelinesystems, available in a variety ofdiameters and a choice of mechanical andthreaded joining systems, Ameron isgeared to fullfil your requirements inmany different application areas andclimates all over the world.

Whether your pipelines are in service inthe harsh deserts of Africa, or thefreezing cold in Siberia, Ameron can offera cost-effective solution to replaceexisting corroded conventional steelpipelines, or construct new pipelineprojects.

Ameron glassfiber reinforced epoxypipeline systems – the cost effectivealternative

Durable and corrosion resistantAmeron glassfiber reinforced epoxy (GRE)pipe is inert to internal corrosion fromchemicals, crude oil, residues, injectionwater and bacteria. Similarly it resistsexterior corrosion even in aggressiveenvironments. Cathodic protection is notrequired.

Lightweight – easy to installAmeron glassfiber reinforced epoxypipeline systems are easy to installwithout the need of heavy equipment.

Reduced costsThe installation cost of glassfiberreinforced epoxy pipeline systems aretypically 80% of the costs of carbon steel.The resistance to corrosion and to UVlight reduce the maintenance costs forboth above-ground and buried pipelines.The smooth internal surface reduces thehead loss resulting in lower pump energyconsumption.

AMERON EXPIPING TO P

FROM PRODUCTLINE

Ameron corrosion-resistant pipeline systems can beused for a wide range of applications. From oil andgas to general industrial services and water handling.Typical application areas are:

WIDE RANGE OF APPLICATIONS

OIL & GAS● Crude oil transmission lines● Oilfield reinjection transport lines● Gas gathering

INDUSTRY● Saltwater and seawater transport lines● Potable water transport lines● Brackish water transport lines● Waste water and sewage systems● Drainage lines● General industrial services for mildly

corrosive liquids

40–8 INCH (1000–200 MM)

BONDSTRAND® SSL (Steel Strip Laminate) –

The strength of steel plus the proven

corrosion resistance of fiberglass.Bondstrand® SSL is a breakthrough in the

high performance pipeline industry. It is

the result of Ameron’s five year collaborationwith British Aerospace, which has been using steel

strip technology to manufacture highly reliable

rocket motor casings since the 1980s. BondstrandSSL is the cost-effective alternative for pipeline

applications. Ideal for the most demanding

applications in corrosive environments includingcarrying crude oil, salt and sour water. The

conductive steel core permits electrical

monitoring of the corrosion.

BONDSTRAND® 3400 XL – The Glassfiber

Reinforced Epoxy (GRE) system for buriedpipelines.

Bondstrand® 3400 XL is a filament-wound

piping system with integral Key-Lockmale and female ends incorporating one

(standard) or two O-rings (optional) for easy

connection. Bondstrand 3400 XL is the optimumchoice for pipelines with medium pressure

requirements of up to 50 bar (725 PSI) and

available in diameters of 200 to 1000 mm(8 to 40 inches). Bondstrand 3400 XL is the cost-

effective alternative for the transmission of crude

oil, saltwater, seawater, potable water, wastewater, mild corrosive liquids and for sewage

systems.

10–2 INCH (250–50 MM)

CENTRON® SP/SPH – Centron’s technicallyadvanced pipe systems are an industry

standard.

Centron® SP/SPH is the perfect match forpipelines with high pressure

requirements, available in sizes from 50 to 250

mm (2 to 10 inches) and maximum operatingpressures of up to 175 bar (2500 PSI). Centron SP/

SPH offers an advanced filament-wound

construction with integral threaded joints with anO-ring to provide a high pressure seal. This seal

keeps pipe threads free of fluids and

contaminants. Without the need of tapering oradhesive bonding connections can be made in all

weather conditions. Centron SP/SPH provides

superior performance in sweet and sour crudes,refined petroleum, acids, bases and natural gas.

The composite design provides excellent corrosion

resistance, both inside and outside, for long life,maintenance-free service.

Chrome

CoatedSteel

Steel

Ameron Composite

THE COST-EFFECTIVEALTERNATIVE

COMPARISON BASEDON INSTALLED COST

Minimum

Maximum

LEADING PRODUCERAmeron is a leadingproducer of glassfiber-reinforced epoxy (GRE) pipesystems with manufacturingfacilities in the Americas,Europe and Asia-Pacific.Ameron offers the world’smost comprehensive line ofGRE pipe products forindustry, oil & gas, offshore,marine and fuel handlingapplications.

CUSTOMER SUPPORTAmeron provides a highdegree of customer supportthrough a network of salesoffices, supply houses,stocking distributors andsales representatives inmore than 100 countries.This is supported by centralresearch and developmentfacilities, to meet customerrequirements.

ADVICE AT EVERY STAGEAmeron offers advice atevery stage, from projectplanning to installation.With advanced computersystems, Ameron can offerassistance in design,calculations andengineering.

Ameron field serviceengineers are available toassist the nominatedcontractor throughout theproject.

WORLDWIDE APPROVALSAmeron is committed toTotal Quality Managementand conforms to theinternational ISO 9001standard and holds manyapprovals such as API 15LRand API 15HR.

COIL-LOCK®

A self-restrained mechanical joint offeringquick assembly with ductile spiral locking keybetween male and female. 2 O-ring seals canbe easily tested at assembly.Available in sizes 50-1000 mm (2-40 in).

KEY-LOCK®

A self-restrained mechanical joint offeringquick assembly by inserting locking keysbetween male and female. Available with1 or 2 locking keys depending on pressurerequirements. Key-Lock joints employ anO-ring seal.Available in sizes 50-1000 mm (2-40 in).

THREADEDA 4 round threaded joint offering quickassembly between male and female ends.An O-ring is employed to provide optimalsealing.Available in sizes 50-250 mm (2-10 in).

AMERON OFFERS THE WORLD’S MOST COMPREHENSIVE SELECTION OFADHESIVE-BONDED, THREADED AND MECHANICAL JOINING SYSTEMS FORGLASSFIBER REINFORCED EPOXY PIPELINE SYSTEMS

AMERON GRE SYSTEMS FOR PIPELINE APPLICATIONS

AmeronFiberglass Pipe GroupHeadquartersP.O. Box 801148Houston, TX 77280USAPhone (+1) 713 690 7777Fax (+1) 713 690 2842www.ameron-intl.com

AmeronFiberglass Pipe GroupEuropeAmeron B.V.P.O. Box 64190 CA GeldermalsenThe NetherlandsPhone (+31) 345 587 587Fax (+31) 345 587 561E-mail: [email protected]

AmeronFiberglass Pipe GroupAsiaAmeron (Pte) Ltd.N0. 7A, Tuas Avenue 3JurongSingapore 639407Phone (+65) 8616118Fax (+65) 8621302/861 7834

AmeronFiberglass Pipe GroupThe AmericasP.O. Box 878Burkburnett, TX 76364USAPhone (+1) 940 569 1471Fax (+1) 940 569 2764

© Ameron 2000 – FP 850 05/00. Printed in The Netherlands

Series Nominal Maximum Joiningpipe size operating system

pressure(mm) (inch) (Bar) (PSI)

Bondstrand® SSL 200-1000 8-40 398 5750 Coil-Lock

Bondstrand® 3400 XL 200-1000 8-40 50 725 Key-Lock

Centron® SP/SPH 50-250 2-10 175 2500 Threaded

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IT CAN TAKE THE MILEAGE

Series 3400 FiberglassEpoxy Pipe Systemsusing Key-Lock® mechanical joint orTaper/Taper adhesive joint

Uses and applications •• Saltwater and seawater lines• Brackish water lines• Fire protection systems (Factory Mutual approved)• Potable water lines• Waste water and sewage systems• Drainage systems• Oil field reinjection systems• Crude oil transmission lines• Temporary pipelines• Electrical conduit• General industrial service for mildly corrosive liquids

Performance Laminate meets requirements of API Specification 15LR.Pipe wall design using a 148 N/mm2 hydrostatic design basis (Procedure B.) with a 0.5service factor. Liner thickness: 0.5 mm.Maximum operating temperature : 93ºC.ASTM-D-2310 Classification: RTRP-11FX.This system is designed to provide minimal 4:1 safety factor in accordance with ASTM-D-1599.

Description PipeFilament-wound fiberglass reinforced epoxy pipe with Key-Lock® male and female mechanical joint orTaper/Taper male and female adhesive joint.

FittingsStandard filament-wound couplings, 45º and 90º Elbows, Tees and Reducing Tees, ConcentricReducers, Flanges* and Nipples. Special fittings are available on request.

* Flanges are available with the following drillings : ANSI B16.5 Class 150 and 300, DIN, ISO & JIS.Other drilling patterns are available on request.

For dimensional data and standard configurations for fittings, please refer to respective Fitting Guides.

© Ameron 1990 FP4520 001/95 Printed in Holland

Joining systems Key-Lock® integral filament-wound male and female mechanical joint assembled with locking keys.Hydrostatic seal by means of an elastomeric O-ring. Taper/Taper integral filament-wound male andfemale adhesive bonded joint.

Pipe sizes From 50 - 150 mm. (2-6") : 6.1 m. random length.From 200-600 mm. (8-24") : 6.1 or 12.2 m. random lengths.From 700-1000 mm. (28-40"): 11.8 m. random length.

Physical properties Pipe property Units Value MethodThermal conductivity W(m•K) .33 AmeronThermal expansivity 10-6 mm/mm/ºC 18.0 Ameron(lineair)Flow coefficient Hazen-Williams 150 -Absolute roughness 10-6 m 5.3 -Density g/cm3 1.8 -

Mechanical properties Pipe property Units 21ºC 93ºC MethodBi-axialUltimate hoop stress at weeping N/mm2 300 - ASTM D-1599CircumferentialHoop tensile strength N/mm2 300 - ASTM D-2290Hoop tensile modulus N/mm2 25300 22000 ASTM D-2290Poisson's ratio axial/hoop - 0.50 0.65 AmeronLongitudinalAxial tensile strength N/mm2 65 50 ASTM D-2105Axial tensile modulus N/mm2 10000 7800 ASTM D-2105Poisson's ratio hoop/axial - 0.40 0.45 ASTM D-2105Axial bending strength N/mm2 80 - AmeronBeamApparent elastic modulus N/mm2 9200 7000 ASTM D-2925Hydrostatic Design BasisStatic N/mm2 148* - ASTM D-2992

(Proc. B.)Cyclic N/mm2 50* - ASTM D-2992

(Proc. A.)* at 65ºC

Typical pipe dimensions Nominal Pipe lD Minimum total wall thickness* (mm.)pipe size(mm.) (in) (mm.) 3410 3412 3414 3416 3420 3425 3432 3440 3450

50 2 53.2 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.5 2.880 3 81.8 2.3 2.3 2.3 2.3 2.3 2.4 2.6 3.2 3.9

100 4 105.2 2.3 2.3 2.3 2.5 2.5 2.9 3.2 4.0 5.0150 6 159.0 2.5 2.7 2.8 3.0 3.4 3.9 4.6 5.8 7.2200 8 208.8 3.1 3.1 3.3 3.5 4.0 5.0 5.9 7.5 9.3250 10 262.9 3.5 3.5 3.7 4.3 4.8 6.0 7.3 9.3 11.5300 12 313.7 3.9 4.1 4.3 5.0 5.7 7.1 8.6 10.9 13.6350 14 344.4 4.1 4.5 4.9 5.4 6.1 7.9 9.4 12.0400 16 393.7 4.4 4.8 5.3 6.1 7.0 8.9 10.7 13.6450 18 433.8 4.6 5.5 5.8 6.7 7.6 9.7 11.7 14.9500 20 482.1 5.4 6.0 6.5 7.4 8.3 10.7 13.0 16.5600 24 578.6 6.0 7.0 7.5 8.7 10.1 12.8 15.5700 28 700.0 7.0 7.6 9.0 10.5750 30 750.0 7.2 8.1 9.7 11.2800 32 800.0 7.4 8.6 10.3 11.9900 36 900.0 7.9 9.6 11.4 13.3

1000 40 1000.0 8.6 10.6 12.7 14.7* Total wall thickness is including 0.5 mm. liner

Note: Pipe series designation: First two digits indicate product serie. Final two digits indicateinternal pressure class (bar).

2

External pressure Nominal Ultimate Collapse (bar) at 21 0C

performance Pipe size

(mm.) (in) 3410 3412 3414 3416 3420 3425*50 2 24.5 24.5 24.5 24.5 24.5 24.580 3 6.7 6.7 6.7 6.7 6.7 7.9

100 4 3.2 3.2 3.2 4.4 4.4 7.5150 6 1.3 1.7 1.9 2.5 3.8 6.2200 8 1.2 1.2 1.5 1.9 3.0 6.3250 10 0.9 0.9 1.1 1.9 2.9 5.9300 12 0.8 1.0 1.1 1.9 2.9 5.9350 14 0.7 1.0 1.3 1.8 2.7 6.3400 16 0.6 0.8 1.2 1.8 2.9 6.1450 18 0.5 1.0 1.2 1.9 2.8 6.0500 20 0.7 0.9 1.2 1.9 2.7 6.0600 24 0.5 0.9 1.1 1.8 2.9 6.1700 28 0.5 0.7 1.1 1.8750 30 0.5 0.7 1.2 1.8800 32 0.4 0.7 1.2 1.8900 36 0.4 0.7 1.1 1.8

1000 40 0.3 0.7 1.2 1.8

• Ultimate collapse pressures for higher pressure classes exceed values shown.•

Pipe weight Nominal Minimum weight empty pipe kg/mPipe size(mm.) (in) 3410 3412 3414 3416 3420 3425 3432 3440 3450

50 2 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.880 3 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.5 1.8

100 4 1.3 1.3 1.3 1.4 1.4 1.7 1.9 2.4 3.0150 6 2.1 2.3 2.4 2.6 3.0 3.4 4.1 5.3 6.6200 8 3.5 3.5 3.8 4.0 4.6 5.9 7.0 9.0 11.3250 10 5.0 5.0 5.3 6.3 7.0 8.9 10.9 14.1 17.6300 12 6.7 7.1 7.4 8.7 10.0 12.6 15.4 19.7 24.9350 14 7.8 8.6 9.4 10.4 11.8 15.4 18.5 23.9400 16 9.5 10.5 11.6 13.4 15.5 19.9 24.1 31.0450 18 11.0 13.3 14.0 16.3 18.6 23.9 29.1 37.4500 20 14.4 16.1 17.5 20.0 22.6 29.4 35.9 46.1600 24 19.3 22.6 24.3 28.4 33.1 42.3 51.5700 28 27.3 29.8 35.4 41.5750 30 30.1 34.0 41.0 47.5800 32 33.0 38.6 46.4 53.9900 36 39.7 48.5 57.9 67.8

1000 40 48.1 59.6 71.8 83.4Note Excluding integral joints

3

Specific Tangential Nominal Specific Tangential Initial Stiffness (STIS) in N/m2 at 21 ºCInitial Stiffness Pipe size

(mm.) (in) 3410 3412 3414 3416 3420 3425 3432 3440 345050 2 73904 73904 73904 73904 73904 73904 73904 100279 15005380 3 21044 21044 21044 21044 21044 24662 33061 68780 133985

100 4 10037 10037 10037 13691 13691 23396 33034 70381 145531150 6 4042 5359 6113 7821 12117 19347 33491 70771 139379200 8 3922 3922 4885 5991 9447 19797 33780 71958 139447250 10 3028 3028 3667 6098 8787 18142 33793 71634 136566300 12 2599 3079 3615 5963 9141 18446 33623 69663 135802350 14 2334 3191 4232 5820 8636 19622 33704 71129400 16 1990 2659 3684 5816 9033 19221 33956 70406450 18 1730 3119 3707 5899 8804 18884 33613 69922500 20 2148 3026 3916 5923 8509 18752 34034 69879600 24 1760 2891 3601 5753 9166 19016 34020700 28 1642 2134 3641 5891750 30 1463 2128 3752 5867800 32 1318 2123 3737 5847900 36 1144 2115 3612 5814

1000 40 1094 2108 3692 5787

Stiffness Factor Nominal Stiffness Factor (SF) per ASTM D-2412 in in./lbs at 21 ºCPipe size(mm.) (in) 3410 3412 3414 3416 3420 3425 3432 3440 3450

50 2 109 109 109 109 109 109 109 149 22780 3 109 109 109 109 109 128 173 367 733

100 4 109 109 109 149 149 258 367 800 1700150 6 149 199 227 292 455 733 1286 2778 5612200 8 328 328 410 504 800 1700 2938 6400 12715250 10 504 504 611 1024 1484 3104 5867 12715 24835300 12 733 871 1024 1700 2624 5364 9916 20989 41947350 14 871 1194 1589 2195 3277 7561 13154 28378400 16 1107 1484 2064 3277 5124 11059 19801 41947450 18 1286 2332 2778 4447 6678 14529 26214 55715500 20 2195 3104 4030 6130 8855 19801 36443 76426600 24 3104 5124 6400 10288 16508 34721 62973700 28 5124 6678 11459 18659 27644750 30 5612 8191 14529 22858 33881800 32 6130 9916 17561 27644 41947900 36 7561 14061 24164 39130 58069

1000 40 9916 19224 33881 53425 80806

Pipe Stiffness Nominal Pipe Stiffness (PS) per ASTM D-2412 in psi at 21 ºCPipe size(mm.) (in) 3410 3412 3414 3416 3420 3425 3432 3440 3450

50 2 575.4 575.4 575.4 575.4 575.4 575.4 575.4 780.7 1168.280 3 163.8 163.8 163.8 163.8 163.8 192.0 257.4 535.5 1043.1

100 4 78.1 78.1 78.1 106.6 106.6 182.1 257.2 547.9 1133.0150 6 31.5 41.7 47.6 60.9 94.3 150.6 260.7 551.0 1085.1200 8 30.5 30.5 38.0 46.6 73.5 154.1 263.0 560.2 1085.6250 10 23.6 23.6 28.5 47.5 68.4 141.2 263.1 557.7 1063.2300 12 20.2 24.0 28.1 46.4 71.2 143.6 261.8 542:31057.3350 14 18.2 24.8 32.9 45.3 67.2 152.8 262.4 553.8400 16 15.5 20.7 28.7 45.3 70.3 149.6 264.4 548.1450 18 13.5 24.3 28.9 45.9 68.5 147.0 261.7 544.4500 20 16.7 23.6 30.5 46.1 66.2 146.0 265.0 544.0600 24 13.7 22.5 28.0 44.8 71.4 148.0 264.9700 28 12.8 16.6 28.3 45.9750 30 11.4 16.6 29.2 45.7800 32 10.3 16.5 29.1 45.5900 36 8.9 16.5 28.1 45.3

1000 40 8.5 16.4 28.7 45.1

4

Span lengths Nominal Partial span recommendations* (in meters) for horizontal supportPipe size arrangements at21 ºC(mm.) (in) 3410 3412 3414 3416 3420 3425 3432 3440 3450

50 2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.380 3 3.6 3.6 3.6 3.6 3.6 3.6 3.7 3.9 4.1

100 4 3.8 3.8 3.8 3.9 3.9 4.1 4.2 4.4 4.7150 6 4.4 4.4 4.5 4.6 4.7 4.9 5.1 5.4 5.7200 8 5.0 5.0 5.0 5.1 5.3 5.6 5.8 6.2 6.5250 10 5.4 5.4 5.5 5.7 5.9 6.2 6.5 6.9 7.3300 12 5.9 5.9 6.0 6.3 6.5 6.8 7.1 7.6 7.9350 14 6.1 6.2 6.4 6.5 6.7 7.2 7.5 7.9400 16 6.4 6.6 6.7 7.0 7.2 7.7 8.0 8.5450 18 6.7 7.0 7.1 7.3 7.6 8.0 8.4 8.9500 20 7.1 7.3 7.5 7.7 7.9 8.5 8.9 9.4600 24 7.7 8.0 8.1 8.4 8.8 9.3 9.7700 28 8.4 8.6 8.9 9.3750 30 8.6 8.9 9.3 9.6800 32 8.8 9.2 9.6 9.9900 36 9.2 9.7 10.1 10.5

1000 40 9.7 10.2 10.7 11.1

'Note: For continuous span use of above values : plus 20%.For simple span use of above values: minus 20%.

1) Span recommendations are based on pipes tilled with water with a specific gravity of 1000kg/rn3

and include no provision for weights caused by valves, flanges or other heavy objects.2) Span recommendations are calculated for a maximum long time deflection of 13 mm to ensure

good appearance and adequate drainage.

Bending radius Nominal Minimum allowable bending radius(Rb) in m. at 21 ºC andPipe size standard pressure rating(mm.) (in) 3410 3412 3414 3416 3420 3425 3432 3440 3450

50 2 8 8 9 9 11 12 17 21 2780 3 14 15 16 18 23 31 50 46 46

100 4 20 22 26 27 38 42 63 56 53150 6 38 41 48 53 62 74 92 84 83200 8 50 62 72 83 101 94 119 107 108250 10 69 91 113 103 138 129 149 135 139300 12 87 108 136 125 157 151 178 166 166350 14 101 115 131 139 183 156 195 177400 16 126 149 167 159 199 181 220 205450 18 151 147 183 173 225 203 246 227500 20 147 167 194 192 260 227 268 252600 24 199 206 250 235 286 269 322700 28 281 320 299 279750 30 318 344 312 300800 32 358 367 334 321900 36 445 415 387 362

1000 40 520 462 421 404

Note: Do not bend pipe until adhesive has cured. At rated pressure, sharper bends may createexcessive stress concentrations.

Field testing Pipe system is designed for field testing with water at 150% of rated pressure.

Surge pressure Maximum allowable surge pressure is 150% of rated pressure.

5

Conversions 1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2

1 inch = 25.4 mm.1 Btu·in/(h•ft2 • ºF) = 0.1442 W/(m•K).ºC = 5/9 (ºF-32).

Important notice This product literature and the recommendations for usage it contains are based on test datareasonably believed to be reliable. It is intended that this literature be used by personnel havingspecialised training in accordance with currently accepted industry practice and normal operatingconditions. Variation in environment, changes in operating procedures, or extrapolation of data maycause unsatisfactory results. We recommend that your engineers verify the suitability of this product foryour intended application. Since we have no control over the conditions of service, we expresslydisclaim responsibility for the results obtained or for any consequential or incidental damages of anykind incurred.

Fiberglass-CompositePipe GroupEuropeAmeron B.V.P.O. Box 64190 CA GeldermalsenThe NetherlandsPhone: (+31) 345 587 587Fax: (+31) 345 587 561internet: www.ameron-fpg.nlemail: [email protected]

Fiberglass-CompositePipe GroupThe AmericasP.O. Box 878Burkburnett, Texas 76364U.S.A.Phone: (+1) 940 569 1471Fax: (+1) 940 569 2764

Fiberglass-CompositePipe GroupHeadquartersP.O. Box 801148Houston TX 77280U.S.A.Phone: (+1) 713 690 7777Fax: (+1) 713 690 2842Internet:www.ameron.comemail:[email protected]

Fiberglass-CompositePipe GroupAsiaAmeron (Pte) LtdNo. 7A, Tuas Avenue 3JurongSingapore 639407Phone: (+65) 6861 6118Fax: (+65) 6862 1302/6861 7834internet: www.ameron.com.sgemail: [email protected]

Key-Lock Fittings Guidefor Bondstrand® fiberglass pipe systems

Description Bondstrand Key-Lock Fittings for Series 2400 and 3400 pipe, are standard fiberglass reinforcedfilament-wound epoxy pipe fittings in diameters 50 through 1000 mm (2-40 inch), designed for generalindustrial, offshore, marine as well as oil & gas applications. Fittings are standard with the integral Key-Lock male x female mechanical joint, the Taper/Taper or Quick-Lock straight-taper adhesive-bondedjoint and flanged connections. Maximum pressure ratings range from 10 to 40 bar working pressurebased on a 4:1 safety factor for cyclic applications.Operating temperatures to 93ºC.

Bondstrand Series 2400 and 3400 pipeA pipe system with a 0.5 mm resin-rich liner for temperatures up to 93ºC. For pressure ranges refer toparagraph "PRESSURE PERFORMANCE". For fittings not following the "PRESSUREPERFORMANCE" table, the maximum pressure is shown at the "DIMENSIONS & WEIGHTS" tables.Wide application range for light weight highly corrosion-resistant pipe Systems.

Available drillings are: ANSI B16.5 Classes 150 & 300; ISO 2084 NP-10 and NP-16; JISB2211 5 kg/cm2, JIS B2212 10 kg/cm2 and JIS B2216 16 kg/cm2.Maximum pressure ratings range from 10 to 40 bar working pressure based on a 4:1safety factor for cyclic applications.

Installation procedures Please consult the following Bondstrand literature for installation, usage, intended service andperformance capabilities for Key-Lock fittings:FP 158 Bondstrand® series 2400 Fiberglass Pipe & FittingsFP 452 Bondstrand® series 3400 Fiberglass Pipe & FittingsFP 161 Bondstrand Assembly Instructions for series 2400 and 3400.FP 132 Bondstrand® Corrosion GuideFR 196 Bondstrand Assembly Instructions for Flanges.BA-2O Assembly Instructions for Quick-Lock adhesive-bonded joints.FR 564 Assembly Instructions for Taper/Taper adhesive-bonded joints.Bondstrand Engineering Manual.

Please consult Ameron for the latest version of the above mentioned literature.

Other drillings, as well as undrilled flanges, are available.

Dimensional data Dimensional data pertaining Key-Lock fittings are included in this product data sheet and 10 chapters,each of which dedicated to one type of configuration or fitting.

©Ameron 1995 FP329A 11/95. Supersedes FP 329/0 through 9. Printed in Holland

1

Key-Lock Joint

Table of contents PageKey-Lock joint dimensionsSingle key Key-Lock joint (50-600 mm) 3Double key Key-Lock joint (50-600 mm) 3

Quick-Lock assembled Key-Lock male-end fittingsTapered body reducers for onze size reduction (80x50 mm to 400x350 mm) 4Tapered body reducers for two size reductions (100x50 mm to 400x300 mm) 4Crosses (50-300 mm) and Laterals (50-400 mm) 4Elbows and Tees 900 and 450 (50 and 80 mm) 5

Integral Key-Lock female-end fittings90º, 60ºand 45º Elbows (100 to 400 mm) 5-630º, 22º and 11º Elbows (200 to 400 mm) 6Equal Tees (100 to 600 mm) 6-7

Integral Key-Lock female-end reducing teeswith Quick-Lock joint in branch (80x50 mm to 400x350 mm) 8-9with Taper/Taper joint in branch (consult Ameron for availability)

Fabricated Key-Lock female-end reducing teeswith Key-Lock female branch 10Key-Lock female branch with Key-Lock coupling, orKey-Lock male branch (80x50 mm to 600 x 400 mm) 11 16

Fabricated Key-Lock female-end reducing feeswith Quick-Lock female branch, standard (hubbed)or heavy duty (hubless) flanged branch (80x50 mm to 500x400 mm) 17 27

Key-Lock male-end flange adapterswith standard (hubbed) flange for 10 and 12 bar service (50 to 600 mm).... 28with heavy-duty (hubless) flange for 20 bar service (50 to 400 mm)with heavy-duty (hubless) flange for 25 bar service (50 to 80 mm)

Key-Lock male x female reducersfor 10,12,14 and 16 bar service (80x50 mm to 600x500 mm) 29for 20 and 25 bar service (80x50 mm to 500x450 mm)for 32 bar service (80x50 mm to 200x150 mm)for 40 bar service (80x50 mm to 150x100 mm)

Key-Lock nipples and couplingsfor 10, 12, 14, 20 and 25 bar service (50 to 600 mm).... 30-31for 32 bar service (50 to 200 mm)for 40 bar service (50 to 150 mm)

Adapters Key-Lock x Quick-LockKey-Lock male x Quick-Lock male, orKey-Lock male x Quick-Lock female (50 to 400 mm) 32

Adapters Key-Lock x TaperKey-Lock male x Taper female (50 to 600 mm) 33 35

Taper/Taper couplingsTaper female x female (50 x 600 mm) 33 35

2

Key-Lock joint dimensionsSingle-key Size D1 (mm) D2 D3 L N Z Key O-ring

Key-Lock joint (min) Sid Heavy (mm) (nom) (non) (nom) (nom)(dia x length)(core x dia)

50 98 74 53 20 45 6x305 7x602 3.86 2.91 2.09 0.79 1.77 0.24x12.01 0.28x2.3580 127 103 81 20 45 6x400 7x883 5.00 4.06 3.79 0.79 1.77 0.24x15.75 0.28x3.48100 152 129 105 20 45 6x483 7x1144 5.99 5.08 4.13 0.79 7.77 0.24x19.02 0.28x4.48150 209 183 158 27 56 8x660 10x1616 8.23 7.20 6.22 1.06 2.20 0.31x25.98 0.39x6.35200 266 285 234 208 36 88 10x840 l0x2098 10.47 11.22 9.21 8.19 1.44 2.70 039x33.07 039x822250 330 345 290 262 40 72 12x1090 10x26610 12.99 13.58 11.42 10.31 1.56 2.83 0.47x42.91 039x10.48300 388 410 345 313 46 85 15x1270 12.5x31712 15.28 16.14 13.58 12.32 1.81 3.35 0.59x50.00 0.49x12.48350 435 450 385 344 49 88 15x1360 12.5x34214 17.13 17.72 15.16 13.54 1.93 3.44 0.59x53.54 0.49x13.48400 489 505 433 393 52 90 18x1585 12.5x39316 19.25 19.88 17.05 15.47 2.07 3.56 0.71x62.40 0.49x15.48450 527 482 433 46 94 15x1750 15x44518 20.75 18.98 17.05 1.81 3.70 0.59x68.90 0.59x17.52500 578 530 481 49 97 15x1930 15x49020 22.76 20.87 18.94 1.93 3.82 0.59x75.98 0.59x19.29600 680 626 578 56 106 18x2240 18x58024 26.72 24.65 22.76 2.19 4.19 0.77x88.19 0.71x22.83

Double-key Size D1(mm) D2 D3 L N Z Key O-ring

Key-Lock joint (min) Std Heavy (min) (nom) (nom) (nom) (nom) (dia x length) (core x dia)50 110 74 53 20 45 25 6x305 7x60

2 4.33 2.91 2.09 0.29 1.77 1.00 0.24x12.01 0.28x2.3580 141 103 81 20 45 25 6x400 7x88

3 5.55 4.06 3.19 0.79 7.77 1.00 0.24x15.75 0.28x3.48100 167 129 105 20 45 25 6x483 7x114

4 6.57 5.08 4.13 0.79 1.77 1.00 0.24x19.02 0.28x4.48150 226 183 158 27 56 32 8x660 10x161

6 8.90 7.20 6.22 1.06 2.20 1.26 0.31x25.98 0.39x6.35200 285 234 208 36 68 44 10x840 10x209

8 11.22 9.21 8.19 1.44 2.70 1.71 0.39x33.07 0.39x8.22250 345 290 262 38 72 48 10x1090 10x266

10 13.58 11.42 10.31 1.52 2.83 1.87 0.39x42.91 0.39x10.48300 410 345 313 45 85 56 12x1270 12.5x317

12 16.14 13.58 12.32 1.75 3.35 2.19 0.47x50.00 0.49x12.48350 450 385 344 48 88 58 15x1360 12.5x342

14 17.72 15.16 13.54 1.87 3.44 2.30 0.59x53.54 0.49x13.48400 505 433 393 51 90 64 15x1585 12.5x393

16 19.88 17.05 15.47 2.01 3.56 2.50 0.59x62.40 0.49x15.48450 534 482 433 46 94 48 15x1750 15x445

18 21.02 18.98 17.05 1.81 3.70 1.89 0.59x68.90 0.59x17.52500 584 530 481 49 97 50 15x1930 15x490

20 22.99 20.87 18.94 1.93 3.82 1.99 0.59x75.98 0.59x19.29600 673 626 578 43 94 44 15x2240 18x580

24 26.50 24.65 22.76 1.69 3.70 1.75 0.59x88.19 0.71x22.83Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and are in kg; U.S. customary units are in inches, psi and lb, respectively.

3

Quick-Lock assembled Key-Lock male-end fittingsTapered body reducers Size Part Number Pressure Laying Length Weight

(nom) Rating L1 L2 L3

80x50 SR221601 31 242 45 45 1.53x2 450 9.53 1.77 1.77 3.3100x50 SR221605 30 264 45 45 2.04x2 435 10.39 1.77 1.77 44100x80 SR221607 30 261 45 45 2.34x3 435 10.28 1.77 1.77 57150x80 SR221513 21 303 56 45 3.86x3 305 11.93 220 1.77 8.4150x100 SR221515 21 300 56 45 3.76x4 305 11.81 2.20 1.77 8.2200x100 SR221422 18 360 69 45 6.18x4 260 14.15 2.72 1.77 13.4200x150 SR221423 18 338 69 56 6.68x6 260 13.29 2.72 2.20 14.6250x150 SR221433 16 371 72 56 8.710x6 230 14.61 2.83 2.20 19.2250x200 SR221434 16 375 72 69 9.110x8 230 14.74 2.83 2.72 20.0300x200 SR221444 16 430 85 69 13.512x8 230 16.91 3.35 2.72 30300x250 SR221445 16 432 85 72 14.312x10 230 17.01 3.35 2.83 32350x250 SR221455 16 741 88 72 2714x10 230 29.15 3.46 2.83 60350x300 SR221456 16 752 88 85 3014x12 230 29.59 3.46 3.35 66400x300 SR221466 16 818 91 85 3816x12 230 32.19 3.58 3.35 83400x350 SR221467 16 847 91 88 4316x14 230 33.35 3.58 3.46 94

Unless otherwise noted. metric dimensions are in mm, pressure ratings are in bar and weights are approximate and inkg; U.S. customary units are in inches, psi and lb, respectively.

Crosses and laterals Size Part Number Rating Laying Length Weight(nom) Cross Lateral Cr Lat L4 L5 L6 Cr Lat

50 SX221102 SL221402 10 16 285 430 2.5 2.52 150 235 5.71 11.22 16.93 5.5 5.580 SX221103 SL221403 10 16 166 334 491 4.5 4.53 150 235 6.54 13.15 19.33 9.9 9.9100 SX221104 SL221304 10 14 199 399 569 6.0 6.04 150 200 7.83 15.71 22.40 3.2 3.2150 SX221106 SL221106 10 10 255 480 681 12 116 150 150 10.04 18.90 26.81 25 23200 SX221008 SL221108 7 10 305 572 839 19 188 100 150 12.01 22.52 33.03 41 40250 SX221010 SL221110 7 10 358 663 932 30 3110 100 150 14.09 26.10 36.69 66 68300 SX221012 SL221112 7 10 452 775 1068 47 4412 100 150 17.80 30.51 42.05 103 97350 SL221114 10 799 1115 6214 150 31.46 43.90 137400 SL221116 10 814 1145 7916 150 32.05 45.08 175

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weights are approximate and inkg; U.S. customary units are in inches, psi and lb, respectively.

4

90° and 45° elbows and tees Size Part Number Rating Laying Length Weight(nom) 45 ° 90° Tee L1 L2 L3 45° 90° Tee50 SE241602 SE291602 SE221602 25 129 170 158 0.5 0.8 1.92 365 508 6.70 622 1.6 7.8 4.280 SE241502 SE291502 SE221502 20 145 208 180 1.3 1.6 3.43 290 5.70 8.20 7.09 2.8 3.5 7.4

Integral Key-Lock female-end fittings

90° 60° and 45° elbows Size Part Number Rating Laying Length Weight(nom) 90° 60° 45° L1 L2 L3 90° 60° 45°

100 n/a 12 145 82 5 44 175 5.71 3.23 71 9

20 145 82 5 4290 5.71 3.23 10 9

150 n/a 12 176 106 8 76 175 6.94 4.17 17 14

20 176 106 8 7290 6.94 4.17 17 14

200 n/a 12 332 243 209 12 11 118 175 13.06 9.57 8.23 26 24 23

20 332 209 14 12290 13.06 8.23 30 26

250 n/a 12 391 280 242 19 16 1510 175 15.39 11.02 9.53 41 36 33

20 391 280 242 25 20290 15.39 11.02 9.53 56 43

300 n/a 12 467 321 285 30 27 2412 175 18.39 12.64 11.22 66 59 53

20 467 321 285 40 35290 18.39 12.64 11.22 88 76

350 n/a 12 542 393 334 43 40 3814 175 21.34 15.47 13.15 94 88 83

20 542 393 334 55 51290 21.34 15.47 13.15 124 117

400 n/a 12 605 435 367 56 51 4816 175 23.82 17.13 14.44 123 112 103

16 605 435 367 67 58235 23.82 17.13 14.44 147 127

5

30°, 22½° and 11¼° elbows Size Part Number Rating Laying Length Weight(nom) 30° 22½ °11¼ ° L1 L2 L3 30° 22½ ° 11¼ °200 n/a 12 178 163 143 10 10 98 175 7.01 6.42 5.63 22 22 21250 n/a 12 198 179 153 14 13 1210 175 7.80 7.05 6.02 30 29 27300 n/a 12 225 202 172 22 21 2012 175 8.86 7.95 6.77 49 47 44350 n/a 12 283 257 222 36 35 3414 175 11.14 10.12 8.74 80 78 75400 n/a 12 309 280 240 44 43 4016 175 12.17 11.20 9.45 97 94 89

Tees Size(nom) Part Number Rating Laying Length Weight

100 Consult Ameron 12 145 74 175 5.71 15150 12 186 136 175 7.32 28200 12 227 168 175 8.94 37250 12 262 2610 175 10.31 57300 12 303 4012 175 11.93 89350 12 361 5314 175 14.21 116400 12 379 6376 175 14.92 139450 12 456 8878 175 17.95 193500 12 491 11420 175 19.33 249600 10 580 15524 150 22.83 343

6

Tees Size(nom) Part Number Rating Laying Length Weight600* Consult Ameron 12 580 15624 175 22.83 343* Double key

Tees Size(nom) Part Number Rating Laying Length Weight100 Consult Ameron 20 145 74 290 5.71 15150 20 186 136 290 7.32 28200 20 227 208 290 8.94 44250 20 262 3610 290 10.31 80300 20 303 5512 290 11.93 120350 20 361 8114 290 14.21 178400 16 379 10416 235 14.92 229450* 20 409 12578 290 16.10 274500* 20 442 15620 290 17.40 373600* 16 537 18624 235 21.14 410* Double key

Tees For 100 through 350 mm sizes, see 14 and 16-bar table.Size(nom) Part Number Rating Laying Length Weight400* Consult Ameron 20 382 10416 290 15.05 229450* 20 409 12518 290 16.10 274500* 20 442 15620 290 17.40 293* Double key

7

IntegraI Key-Lock female-end reducing tees

Uses and applications For intended services and performance capabilities see Key-Lock FittingsDimensions, Bondstrand Product Data FP329.

Tees Size Part Number Angle Rating Dimensions(nom) QL TT á QL TT L1 L2 L3 Weight80x50 12 145 2.73x2 175 5.71 6

20 145 2.7290 5.71 6

100x50 12 145 3.64x2 175 5.71 8

20 145 3.6290 5.71 8

100x80 12 145 5.44x3 775 5.71 12

20 145 5.4290 5.71 12

150x50 12 186 106x2 175 7.32 23

20 186 10290 7.32 23

150x80 12 186 116x3 175 7.32 26

20 186 11290 7.32 26

150x100 12 186 126x4 175 7.32 26

20 186 12290 7.32 26

# heavy-duty female* double key

Size Part Number Angle Rating Dimensions(nom) QL TT á QL TT L1 L2 L3 Weight200x80 12 227 148x3 175 8.94 30# 12 227 14

175 8.94 30200x100 12 227 148x4 175 8.94 30# 20 227 19

290 8.94 41200x150 12 227 158x6 775 8.94 33# 20 227 20

290 8.94 43260x100 12 262 2410x4 175 10.37 53# 20 262 34

290 10.31 74250x150 12 262 2410x6 175 10.31 51# 20 262 35

290 10.31 76250x200 12 262 2510x8 175 10.31 56

20 262 36290 10.31 78

8

Tees Size Part Number Angle Rating Dimensions(nom) QL TT á QL TT L1 L2 L3 Weight300x100 12 303 3712x4 175 11.93 81# 20 303 51

290 11.93 173300x150 12 303 3712x6 175 11.93 82# 20 303 52

290 11.93 115300x200 12 303 3812x8 175 11.93 84# 20 303 53

290 11.93 117300x250 12 303 3912x10 175 11.93 86# 16 303 54

235 11.93 119350x150 12 361 4914x6 175 14.21 109# 20 361 78

290 14.21 177350x200 12 361 4914x8 175 14.21 110350x250 12 361 5014x10 175 14.21 111# 16 361 79

235 14.21 175350x300 12 361 5114x12 175 14.21 113# 16 361 80

235 14.21 177

Size Part Number Angle Rating Dimensions(nom) QL TT á QL TT L1 L2 L3 Weight400x150 12 379 5216x6 175 14.92 115# 16 379 100

235 14.92 221* 20 379 100

290 14.92 221400x200 12 379 5816x8 175 14.92 129# 16 379 101

235 14.92 223400x250 12 379 5916x10 175 14.92 131# 16 379 102

235 14.92 225400x300 12 379 6016x12 175 14.92 133# 16 379 103

235 14.92 227400x350 12 379 6216x14 175 14.92 136# 16 379 103

235 14.92 228# heavy-duty female* double key

9

Fabricated Key-Lock female-end reducing tees

Description Key-Lock reducing tees are FxFxF and FxFxM configurations for run diameters rangingfrom 80 through 600 mm with branch diameters ranging from 50 to 400 mm.

Tees with the following pressure ratings are available in the size ranges listed:10-bar: run: 80 through 600 mm

branch: 50 through 400 mm12-bar: run: 80 through 600 mm


branch: 50 through 400 mm16-bar: run. BO through 600 mm





branch: 50 through 80 mm

Depending on pressure requirements, joints may be of either single or double keyconfiguration. Double key configuration is noted by means of an asterisk (*) located in theappropriate dimension column. A tee may employ a double key in the run alone or in bothrun and branch. Female branches may also be fabricated in a heavy-duty configurationwhich permits the use of a single-key joint for one pressure class rating higher than is usual.Heavy-duty female branches are denoted by a pound sign (#). Fittings with extra branchlamination are denoted with a †.

Female branch configurations in sizes from 200 through 400 mm are made by joining a FxFKey-lock coupling to a male branch.

Reducing tees: Part Number Weight80 through 200 mm run Size Female Male Pressure Laying Length Tee With

(nom) Branch Branch Rating L1 L2 L3 Alone Coupling80x50 ST111601 ST121601 25 115 162 195 123x2 365 4.53 6.35 7.68 28* ST111801 ST121801 40 115 162 195 15

580 4.53 6.38 7.68 33100x50 ST111505 ST121505 20 130 175 207 164x2 290 5.12 6.89 8.15 35* ST111805 ST121805 40 130 175 207 26

580 5.12 6.89 8.15 57100x80 ST111507 ST121507 20 130 175 207 164x3 290 5.12 6.89 8.15 35* ST111607 ST121607 25 130 175 207 26

365 5.12 6.89 8.15 57* * ST112807 ST122807 40 130 175 207 26

580 5.12 6.89 8.15 57150x50 ST111511 ST121511 20 153 202 235 256x2 290 6.02 7.95 9.35 55

* ST111811 ST121811 40 153 202 235 39

580 6.02 7.95 9.35 86150x80 ST111513 ST121513 20 153 202 235 256x3 290 6.02 7.95 9.35 55* ST111613 ST121613 25 153 202 235 39

365 6.02 7.95 9.35 86* * ST112813 ST122813 40 153 202 235 39

580 6.02 7.95 9.35 86

10

Reducing tees: Part Number Weight

80 through 200 mm run Size Female Male Pressure Laying Length Tee With (nom) Branch Branch Rating L1 L2 L3 Alone Coupling150x100 ST111515 ST121515 20 153 202 235 256x4 290 6.02 7.95 9.35 55

ST112715 ST122715 32 153 202 235 39465 6.02 7.95 9.35 86

200x50 ST111525 ST121525 20 154 227 260 348x2 290 6.46 8.94 10.24 74

ST111625 ST121625 25 164 227 260 40365 6.46 8.94 10.24 88

200x80 ST111521 5T121521 20 164 227 260 338x3 290 6.46 8.94 10.24 74

ST111621 ST121621 25 164 227 260 40365 6.46 8.94 10.24 88

200x100 ST111522 ST121522 20 164 227 260 338x4 290 6.46 8.94 10.24 74

ST112622 ST122622 25 164 227 260 40365 6.46 8.94 10.24 88

200x150 ST111523 ST121523 20 194 237 269 388x6 290 7.64 9.33 10.59 84* Double key-# Heavy-duty female branch

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches. psi and lb, respectively.

365 6.73 10.04 11.30 112250x80 ST111531 ST121531 20 171 255 287 4210x3 290 6.73 10.04 11.30 92

ST111631 ST121631 25 171 255 287 51355 6.73 10.04 11.30 112

250x100 ST111532 ST121532 20 171 255 287 4210x4 290 6.73 10.04 11.30 92

ST112632 ST122632 25 171 255 287 51365 6.73 10.04 11.30 112

250x150 ST111533 ST121533 20 196 264 296 4610x6 290 7.72 10.39 11.65 102250x200 ST111234 ST121234 12 226 450 298 52 5710x8 175 890 17.72 11.73 114 125 # ST113534† ST123534† 20 356 622 470 65 74

290 14.02 24.49 18.50 143 162

11

Reducing tees: 300 mm run Part Number WeightSize Female Male Pressure Laying Length Tee With(nom) Branch Branch Rating L1 L2 L3 Alone Coupling300x50 ST111540 ST121540 20 184 282 315 5312x2 290 7.24 11.10 12.40 117* ST111840 ST121640 25 184 282 315 65

365 7.24 11.10 12.40 143300x80 ST111541 ST121541 20 184 282 315 5312x3 290 7.24 11.10 12.40 117* ST111641 ST121641 25 184 282 315 65

365 7.24 11.10 12.40 143300x100 ST111542 ST121542 20 184 282 315 5312x4 290 7.24 11.10 12.40 117* * ST112642 ST122642 25 184 282 315 65

365 7.24 11.10 12.40 143300x150 ST111543 ST121543 20 209 292 324 5812x6 290 8.23 11.50 12.76 129300x200 ST111244 ST121244 12 239 477 325 65 7012x8 175 9.41 18.78 12.80 143 151# ST113544† ST123544† 20 349 655 503 85 94

290 13.47 25.79 19.80 187 206300x250 ST111145 ST121145 10 269 505 342 71 8012x10 150 10.59 19.88 13.46 157 176

ST111245† ST121245† 12 484 724 561 104 113175 19.06 28.50 13.40 229 248

# ST113545† ST123545† 20 484 724 561 104 116290 19.06 28.50 13.46 229 255

* Double key# Heavy-duty female branch† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar andweights are approximate and in kg; u.s. customary units are in inches, psi and lb,repectively.


365 7.32 11.89 13.19 185350x80 ST111551 ST121551 20 186 302 335 6014x3 290 7.32 11.89 13.19 131* ST111651 ST121651 25 186 302 335 84

265 7.32 11.89 13.19 185350x100 ST111552 ST121552 20 186 302 335 6014x4 290 7.32 11.89 13.19 131 * - ST112652 ST122652 25 186 302 335 84

235 7.32 11.89 13.19 185350x150 ST111553 ST121553 20 216 312 344 6714x6 290 8.50 12.28 13.54 147350x200 ST111254 ST121254 12 241 497 345 72 7714x8 175 9.49 19.57 13.58 158 189 # ST11SS54†ST123554† 20 346 675 523 g3 102

290 13.62 26.57 20.59 205 223

12

350x250 ST111155 ST121155 10 276 525 362 81 9014x10 150 10.87 20.67 14.25 178 197

ST111255† ST121255† 12 431 744 581 114 123175 76.97 29.29 2287 257 270

# ST113555† ST123555† 20 431 744 581 113 125290 16.97 29.29 22.87 249 275

350x300 ST111156 ST121156 10 306 547 361 89 10114x12 150 12.05 21.54 14.21 196 223

ST111256† STl21256† 12 511 823 637 133 145175 20.12 32.40 25.08 293 320

# ST113556† ST123556† 20 511 823 637 132 151290 20.72 32.40 25.08 290 333

Reducing tees: 400 mm run Part Number WeightSize Female Male Pressure Laying Length Tee With(nom) Branch Branch Rating L1 L2 L3 Alone Coupling400x50 S5T111460 ST121460 16 188 327 360 6816x2 235 7.40 12.87 14.77 150

ST111S60 ST121660 25 188 327 360 85365 7.40 12.87 14.77 187

400x80 ST121461 ST121461 16 188 327 360 6816x3 235 7.40 12.87 74.17 150* ST111661 ST121661 25 188 327 360 85

365 7.40 12.87 14.77 187400x100 ST111462 ST121462 16 188 327 360 6816x4 235 7.40 12.87 14.77 150* ST111562 ST121562 20 188 327 360 85

290 7.40 12.87 14.17 187ST112662 ST122662 25 218 337 369 93

365 7.40 12.87 14.17 187400x150 ST111463 ST121463 16 218 337 369 7616x6 235 8.58 13.27 14.53 167* ST111563 ST121563 25 188 327 360 85

290 8.58 13.27 14.53 205400x200 ST111264 ST121284 12 248 522 370 84 8916x8 175 9.76 20.55 1457 185 196

ST111464† ST121464† 16 343 702 550 112 117235 73.50 27.64 21.65 246 257

ST113564† ST123564† 20 281 702 550 112 121290 11.06 27.64 21.65 246 265

400x250 ST111165 ST121165 10 278 550 387 92 10116x10 150 10.94 21.65 15.24 203 227

ST111265† ST121265† 12 428 771 608 136 145175 15.85 30.35 23.94 299 318

ST111465† ST121465† 16 428 771 608 136 145235 16.85 30.35 23.94 299 318

- # ST113565† ST123565† 20 366 771 608 136 148290 14.41 30.35 23.97 299 326

400x300 ST111166 ST121166 10 308 572 386 100 11316x12 150 12.13 22.52 15.20 227 249

ST111266† ST121266† 12 508 850 684 159 171175 20.00 33.46 26.14 350 377

ST111486† ST121466† 16 508 850 664 159 171235 20.00 33.46 26.14 350 377

* # ST113566† ST123566† 20 446 850 684 159 178290 17.56 33.46 26.14 350 392

400x350 ST1112e7tST12I267t 12 563 889 698 175 19116x14 175 22.17 35.00 27.48 385 420

* Double key ST111467tST121467t 16 563 889 698 175 191# Heavy-duty female branch 235 22.17 35.00 27.48 385 427† Extra branch lamination # ST113567tST123567t 20 501 889 698 175 197

290 19.72 35.00 27.48 355 433

13


365 7.64 13.82 15.08 196450x80 ST111271 ST121271 12 194 351 383 7418X3 175 7.64 13.82 15.08 164* ST111671 ST121671 25 194 351 383 89

365 7.64 13.82 15.08 196450x100 ST111272 ST121272 12 194 351 383 7418x4 175 7.64 13.82 15.08 164* ST111572 ST121572 20 194 351 383 89

290 7.64 13.82 15.08 196* * ST112672 ST122672 25 194 351 383 89

365 7.64 13.82 15.08 196450x150 ST111273 ST121273 12 224 360 392 8418X6 175 8.82 14.17 15.43 181

ST111573 ST121573 20 224 360 392 98290 8.82 14.77 15.43 216

450x200 ST111274 ST121274 12 249 546 394 91 9618x8 175 9.80 21.50 15.51 200 210* # ST113574† ST123574† 20 301 716 564 98 107

290 11.85 28.19 22.20 216 234450x250 ST111175 ST121175 10 284 573 410 101 11018X10 150 11.18 22.56 16.14 222 247

ST111275† ST121275† 12 434 787 624 119 128175 17.09 30.98 24.57 262 281

* # ST113575† ST123575† 20 386 787 624 120 132290 15.20 30.98 24.57 264 290

450x300 ST111176 ST121176 10 309 595 409 109 12118x12 150 12.17 23.43 16.10 240 257

ST111276† ST121276† 12 514 864 678 139 151175 20.24 34.02 25.69 306 333

* # ST113576† ST123576† 20 466 864 678 139 158290 18.35 34.02 25.69 306 348

450x350 ST111277 ST121277 12 569 903 712 154 17018x14 175 22.40 35.55 28.02 339 375* # ST113577† ST123577† 20 521 903 712 153 175

290 20.51 35.55 28.02 327 365450x400 ST111278† ST121278† 12 644 962 765 172 19418x16 175 25.35 37.87 30.12 378 426* # ST113478† ST123478† 16 596 962 765 172 201

235 23.46 37.87 30.12 378 441ST112578† ST122578† 20 596 1025 828 172 212

290 23.46 40.35 32.66 378 462

* Double key# Heavy-duty female branch Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weights† Extra branch lamination are approximate and in kg; U.S. customary units are in inches, psi and lb, respectively.

14

Reducing tees: 500 mm run Part Number WeightSize Female Male Pressure Laying Length Tee With(nom) Branch Branch Rating L1 L2 L3 Alone Coupling500x5O ST111280 ST121280 12 196 375 407 83

20x2 175 7.72 14.76 16.02 182ST111680 ST121660 25 196 375 407 100

365 7.72 14.76 16.02 220500x80 ST111281 ST121281 12 196 375 407 83

175 7.72 14.76 16.02 182ST111681 ST121681 25 196 375 407 100

365 7.72 14.76 16.02 220500x100 ST111282 S7121282 12 196 375 407 8320x4 175 7.72 14.76 16.02 782

ST111582 ST121582 20 196 375 407 100290 7.72 14.76 16.02 220

ST112682 ST122862 25 196 375 407 100355 7.72 14.76 16.02 220

500x150 ST111283 ST121283 12 228 384 416 9320x6 175 8.90 15.12 16.38 204* ST111583 ST121563 20 226 384 416 110

290 8.90 15.12 16.36 242500x200 ST111284 ST121284 12 256 570 418 102 10720x8 175 10.09 22.44 16.46 235 236 * # ST1135B4† ST123584† 20 296 741 589 110 119

290 11.65 29.17 23.19 242 261500x250 ST111185 ST121185 10 288 597 434 112 12120x10 150 11.26 23.50 17.09 246 265

ST111285† ST121285† 12 431 810 647 134 143175 16.97 31.89 25.47 295 374

* # ST113585† ST123585† 20 381 810 647 134 148290 15.00 31.89 25.47 295 321

500X300 ST111186 ST121186 10 318 619 433 122 13420x12 150 12.44 24.37 17.05 268 295

ST111286† ST121286† 12 511 889 703 156 158175 20.12 35.00 27.68 343 370

* # ST113586† ST123586† 20 461 889 703 156 175290 18.15 35.00 27.68 343 386

500x350 ST111287† ST121287† 12 566 928 737 172 18820x14 175 22.28 36.54 29.02 378 427

ST111487† ST121587† 20 516 928 737 172 194290 20.31 36.54 29.02 378 427

* # ST111587† ST123587† 20 516 928 737 172 194290 20.31 36.54 29.02 378 427

500x400 ST111288† ST121288† 12 641 987 790 193 21520x16 175 25.25 36.86 31.10 425 472* # ST113488† ST123488† 16 591 987 790 192 221

235 23.27 36.86 31.10 422 485* * ST112588† ST122588† 20 591 1050 853 192 232

290 23.27 41.34 33.8 422 577

* Double key# Heavy-duty female branch Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weights† Extra branch lamination are approximate and in kg; U.S. customary units are in inches, psi and lb, respectively.

15

Reducing tees: 500 mm run Part Number WeightSize Female Male Pressure Laying Length Tee With(nom) Branch Branch Rating L1 L2 L3 Alone Coupling600x50 ST111190 ST121190 10 205 423 456 10224x2 150 8.07 16.65 17.95 224

ST111490 ST121490 16 205 423 456 115235 8.07 16.65 17.95 253

600X80 ST111191 ST121191 10 205 423 456 10224x3 150 8.07 16.65 17.95 224* ST111491 ST121491 16 205 423 456 115

235 8.07 16.65 17.95 253600X100 ST111192 ST121192 10 205 423 456 10224x4 150 8.07 16.65 17.95 224* ST111492 ST121492 16 205 423 456 115

235 8.07 16.65 17.95 253600x150 ST111193 ST121193 10 235 433 465 11424x6 150 9.25 17.05 18.31 251* ST111493 ST121493 16 235 433 465 127

235 9.25 17.05 18.31 279600x200 ST111194 ST121194 10 265 618 466 126 13124x8 150 10.43 24.33 18.35 277 288* ST111294 ST121194 12 265 618 466 126 131

175 10.43 24.33 18.35 277 289* ST111494† ST121494† 16 308 786 634 127 136

235 12.13 30.94 24.96 280 300600x250 ST111195 ST121195 10 295 646 483 137 14624x10 150 11.61 25.43 19.02 301 320* ST111295† ST121295† 12 393 855 692 140 149

175 15.47 33.66 27.24 309 327* ST111496† ST121496† 16 393 855 692 141 153

235 15.47 33.66 27.24 310 337600x300 ST111196 ST121196 10 325 668 482 149 16124x12 150 12.80 26.30 18.98 328 355* ST111296† STI21296† 12 473 934 748 164 176

175 18.62 36.77 29.45 361 388* ST111496† ST121496† 16 473 934 748 165 184

235 18.62 36.77 29.45 363 406600x350 ST111197† ST121197† 10 560 973 782 181 19724x14 150 22.50 38.31 30.79 396 434* ST111297† ST121297† 12 528 973 782 181 197

175 20.79 38.31 30.79 398 434ST111497† ST121497† 16 528 973 782 181 203

235 20.79 38.31 30.79 398 442600x400 ST111198† ST121198† 10 635 1032 835 202 22424x16 150 25.00 40.63 32.87 444 492* ST111298tST121298t 12 603 1032 835 202 224

175 23.74 40.63 3287 444 492* # ST113498† ST123498† 16 603 1032 835 203 232

235 23.74 40.63 32.87 447 509* Double key# Heavy-duty female branch† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; u.s. customary units are in inches, psi and lb, repectively.

16

Fabricated Key-Lock female-end reducing tees

Description Key- Lock reducing tees are FxFxQ/L F and FxFxFIg for run diametersranging from 80 through 600 mm with branch diameters ranging from 50 to400 mm.Tees with the following pressure ratings are available in the size ranges listed:10-bar: run: 80-600 mm

QL/F branch: 50 -- 400 mm FIg branch: 50 -- 400 mm12-bar: run: 80-600 mm

QL/F branch: 50 -- 400 mm FIg branch: 50 -- 400 mm14bar: run: 80 --600 mm

QL/F branch: 50 -- 400 mm FIg branch: 50 -- 400 mm16bar: run: 80 -- 600 mm

QL/F branch: 50 -- 400 mm FIg branch: 50 -- 400 mm20-bar: run: 80 --500 mm

QL/F branch: 50 -- 200 mm Fig branch: 50 -- 400 mm25-bar: run: 80 -- 500 mm

QL/F branch: 50 -- 100 mm Fig branch: 50 -- 80 mm

Depending on pressure requirements, joints may be of either single or doublekey configuration. Double key configuration is noted by means of an asterisk (k)located in the appropriate dimension column. Branch construction featuringextra lamination for additional strength is noted by a dagger (t)- Flanges foroutlets in 10-, 12-, 14- and 16- bar pressure ratings are of the standard hubbeddesign. Heavy-duty (hubless) flanges are used in 2~ and 2~bar ratings.Hubless flanges in 250 mm sizes and larger are mounted in heavy-dutyspigots. Heavy-duty flanges are denoted in the tables by a pound sign (#).X in the part number stands for drilling on request.

X = 0 - UndrilledX = 1 - ANSI 150 IbsX = 2 - ANSl 300 lbsX = 3 - ISO ND10X = 4 - ISO ND16

17


80, 100 and 210 mm run Size QL With Pressure Laying Length CL With (nom) Joint Flange Rating L1 L2 L3 Joint Flange80x50 ST15X401 16 115 243 133x2 235 4.53 9.57 29# ST131601 ST16X601 25 115 194 243 12 14

365 4.53 7.64 9.57 28 31* ST131801 40 115 194 12

580 4.53 7.64 28100x50 ST15X405 16 130 255 174x2 235 5.72 10.04 37# ST131505 ST16X505 20 130 206 255 16 18

290 5.12 8.11 10.04 35 39* # ST16X605 25 130 255 28

365 5.12 10.04 63* ST131805 40 130 206 26

580 5.12 8.11 57100x80 ST15X407 16 130 255 174x3 235 5.12 10.04 38# ST131507 ST16X507 20 130 206 255 16 19

290 5.12 8.11 10.04 35 41* # ST131607 ST16X607 25 130 206 255 26 29

365 5.12 8.11 10.04 57 63150x50 ST15X411 16 153 283 276x2 235 6.02 11.14 56# ST131511 ST16X511 20 153 234 283 25 27

290 6.02 9.21 11.14 55 56* ST16X611 25 153 283 41

385 6.02 11.14 90* ST131811 40 153 234 39

580 8.02 9.21 86150x80 ST15X413 16 153 283 266x3 235 6.02 11.14 57# ST131513 ST16X513 20 153 234 283 25 28

290 6.02 9.21 11.14 55 60ST131613 ST16X613 25 153 234 283 39 42

365 6.02 9.21 11.14 86 92150x100 ST15x415 16 153 283 276x4 235 6.02 11.14 59# ST131515 ST16X515 20 153 234 283 25 29

290 6.02 9.21 11.14 55 63* ST131615 25 153 234 39

365 6.02 9.21 86* Double key# Heavy duty flange† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg, U.S. customary units are in inches, psi and lb, respectively.

18


200 and 250 mm run Size QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange200x50 ST15X425 16 164 308 348x2 235 6.46 12.13 75# ST131525 ST16X525 20 164 259 308 34 35

290 6.46 10.20 12.13 74 77* # ST16X625 25 164 308 42

365 6.46 12.13 92ST131725 32 164 259 40

465 6.46 10.20 88200x80 ST15X421 16 164 308 358x3 235 6.46 12.13 76# ST131521 ST16X521 20 164 259 308 33 36

290 6.46 10.20 12.13 74 79ST131621 ST16X621 25 164 259 308 40 43

365 6.46 10.20 12.13 88 94200x100 ST15X422 16 164 308 358x4 235 6.46 12.13 77# ST131522 ST16X522 20 164 259 308 33 37

290 6.46 10.20 12.13 74 82* ST131622 25 164 259 33

365 6.46 10.20 74200x150 ST15X423 16 194 328 418x6 235 7.64 13.91 90# ST131523 ST16X523 20 194 268 328 38 44

290 7.64 10.55 12.91 84 98250x50 ST15X430 16 171 335 4310x2 235 6.73 13.19 94# ST131530 ST16X53O 20 171 286 335 42 44

290 6.73 11.26 13.19 92 96* # ST131630 ST16X630 25 171 286 335 51 53

365 6.73 11.26 13.19 112 118250x80 ST15X431 16 171 335 4310x3 235 6.73 13.19 97# ST131531 ST16XS31 20 171 286 335 42 45

290 6.73 11.26 13.19 92 98* # ST131631 ST16X631 25 171 286 335 51 54

365 6.73 11.26 13.19 112 118250x100 ST15X432 16 171 335 4410x4 235 6.73 13.19 96# ST131532 ST16X532 20 171 286 335 42 46

290 6.73 11.26 13.19 92 100* ST131632 25 171 286 51


Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weights areapproximate and in kg; U.S. customary units are in inches, psi and lb. respectively.

19


200 and 250 mm run Size QL With Pressure Laying Length CL With

(continued) (nom) Joint Flange Rating L1 L2 L3 Joint Flange250x150 S715X433 16 196 355 4910x6 235 7.72 13.98 108

ST131533 ST16X533 20 196 295 355 46 52290 7.72 11.61 13.98 102 116

250x200 ST131234 STl5X234 12 226 303 369 52 5710x8 175 8.90 11.93 14.53 114 125

ST15X434† 16 356 541 70235 14.02 21.30 153

# ST131534† ST16X534† 20 356 475 541 65 74290 14.02 18.70 21.30 143 163

Reducing tees: 300 mm run Part Number WeightSize QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange300x50 ST15X440 16 184 363 5412x2 235 7.24 14.29 118# ST131540 ST16X540 20 184 314 363 53 55

290 7.24 12.35 14.29 117 121# ST131640 ST16X640 25 184 314 363 65 67

355 7.24 12.36 14.29 143 147300x80 ST15X441 18 184 363 5412x3 235 7.24 14.29 119# ST131541 ST16X541 20 184 314 363 53 55

290 7.24 12.36 14.29 117 123* # ST131641 ST16X641 25 184 314 363 65 67

365 7.24 12.36 14.29 143 147300x100 ST15X442 16 184 363 5512x4 235 7.24 14.29 121 # ST131542 ST16X542 20 184 314 363 53 57

290 7.24 12.36 14.29 117 125* ST131642 25 184 314 65

365 7.24 12.36 143300x150 ST15X443 16 209 383 6112x6 235 8.23 15.08 135 # ST131543 S5T16x543 20 209 323 383 58 65

290 8.23 12.72 15.08 129 143300x200 ST131244 ST15X244 12 239 330 397 65 7012x8 175 9.41 12.99 15.63 143 153

ST15X444† 16 349 574 90235 13.74 22.60 197

# ST131544† ST16X544† 20 349 508 574 85 94290 13.74 20.00 22.60 187 207

* Double key# Heavy duty flange† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches, psi and lb, respectively.

20

Reducing tees: 300 mm run Part Number Weight(continued) Size QL With Pressure Laying Length CL With

(nom) Joint Flange Rating L1 L2 L3 Joint Flange300x250 ST131145 5T15X145 10 269 344 417 71 7812x10 150 10.59 13.51 16.42 157 171

ST131245† ST15x245† 12 484 563 636 104 110175 19.06 22.17 25.04 229 243

ST131445† ST15X445† 16 484 563 636 104 110235 19.06 22.17 25.04 229 243

# ST16X545† 20 484 636 117290 19.06 25.04 257

Reducing tees: 350 mm run Part Number WeightSize QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange350x50 ST15X450 16 186 383 6014x2 235 7.32 15.08 133# ST131550 ST16X550 20 186 334 383 60 61

290 7.32 13.15 15.08 131 135* # ST131650 ST16X650 25 186 334 383 84 85

365 7.32 13.15 15.08 185 189350x80 ST15X451 16 186 383 6114x3 235 7.32 15.08 134

ST131551 ST16X551 20 186 334 383 60 61290 7.32 13.15 15.08 131 134

# ST131651 ST16X651 25 186 334 383 84 87365 7.32 13.15 15.08 185 191

350x100 ST15x452 16 186 383 6214x4 235 7.32 15.08 135# ST131552 ST16X552 20 186 334 383 60 64

290 7.32 13.15 15.08 131 139 * # ST131652 25 186 334 84

365 7.32 13.15 185350x150 ST15X453 16 216 403 7014x6 235 8.50 15.87 154# ST131553 ST16x553 20 216 343 403 67 73

290 8.50 13.50 15.87 147 161350x200 ST131254 ST15X254 12 241 350 417 72 764x8 175 9.49 13.78 16.42 158 168

ST15x454† 16 346 594 98235 13.62 23.39 215

# ST131554† ST16X564† 20 346 528 594 93 102290 13.62 20.79 23.39 205 225

*- Double key# Heavy duty flange† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm. pressure ratings are in bar and weightsare approximate and in kg: U.S. customary units are in inches, psi and lb, respectively.

21


(nom) Joint Flange Rating L1 L2 L3 Joint Flange350x250 ST131155 ST15X155 10 276 364 437 81 8714x10 150 10.87 14.33 17.20 178 192

ST131255† ST15X255† 12 431 583 656 114 120175 16.97 22.95 25.83 251 265

ST131455† ST15X455† 16 431 583 656 113 120235 16.97 22.95 25.83 249 265

# ST16X555† 20 431 656 126290 16.97 25.83 277

350x300 ST131156 ST15X156 10 306 370 449 89 9914x 12 150 12.05 14.57 17.68 196 219

ST131256† ST15X256† 12 511 646 725 133 144175 20.12 25.43 28.54 293 316

ST131456† ST15X456† 16 511 646 725 132 144235 20.12 25.43 28.54 290 316

# ST16X556† 20 511 725 151290 20.12 28.54 333

Reducing tees: 400 mm run Part Number WeightSize QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange400x50 ST131450 ST15X460 16 188 359 408 68 6916x2 235 7.40 14.13 16.06 150 151# ST131660 ST16X660 25 188 359 408 85 87

365 7.40 14.13 16.06 187 191400x80 ST131461 ST15X4S1 16 188 359 408 68 6916x3 235 7.40 14.13 16.06 150 152# ST131661 ST16X661 25 188 359 408 85 87

365 7.40 14.13 16.06 187 191400x100 ST131462 ST15X462 16 188 359 408 68 7016x4 235 7.40 14.13 16.06 150 154* # ST16X562 20 188 408 89

290 7.40 16.09 195* ST131662 25 188 359 85

365 7.40 14.13 187400x150 ST131463 ST15X463 16 218 368 428 76 7916x6 235 8.58 14.49 16.85 167 174* # ST131563 ST16X563 20 218 368 428 93 99

290 8.58 14.49 16.85 205 219* Double key# Heavy duty flange† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches, psi and lb, respectively

22



ST131464† ST15X464† 16 343 555 621 112 117235 13.50 21.85 24.45 246 256

* # ST131564† ST16X564† 20 281 555 621 112 121290 11.06 21.85 24.45 246 265

400x250 ST131165 ST15X165 10 278 389 462 92 9816x10 150 10.94 15.31 18.19 203 217

ST131265† ST15X265† 12 428 610 683 136 142175 16.85 24.02 26.89 279 313

ST131465† ST15x465† 16 428 610 683 136 142235 16.85 24.02 26.89 279 313

* # ST16X565† 20 366 683 149290 14.41 26.89 327

400x300 ST131166 ST15X166 10 308 395 974 101 11216x12 150 12.13 15.55 18.66 221 245

St131266† ST15X266† 12 508 673 752 159 170175 20.00 24.02 26.89 350 373

ST131466† ST15X466† 16 508 673 752 159 170235 20.00 24.02 26.89 350 373

* # ST16X566† 20 446 752 176290 17.56 26.89 391

400x350 ST131267† ST15X267† 12 563 696 791 175 19216x14 175 22.17 27.40 31.14 385 423

ST131467† ST15X467† 16 563 696 791 175 192235 22.17 27.40 31.14 385 423

* # ST16X567† 20 501 791 204290 19.72 31.14 450

* Double key# Heavy ddty flange† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches, psi and lb, respectively

23

Reducing tees: 450 mm run Part Number WeightSize QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange450x50 ST131270 ST15X270 12 194 382 431 74 7518x2 175 7.64 15.04 16.97 164 165

ST15X470 16 194 431 90235 7.64 16.97 197

* # ST131670 ST16X670 25 194 382 431 89 91

365 7.64 15.04 16.97 196 200450x80 ST131271 ST15X271 12 194 382 431 74 7618x3 175 7.64 15.04 16.97 164 168* ST15X471 16 194 431 90

235 7.64 16.97 198* ST131671 ST16X671 25 194 382 431 89 92

365 7.64 15.04 16.97 196 202450x100 ST131272 ST15X272 12 194 382 431 74 7618x4 175 7.64 15.04 16.97 164 168* S5T15X472 16 194 431 91

235 7.64 16.97 200* S5T16X572 20 194 431 93

290 7.64 16.97 204* ST131672 25 194 382 89

365 7.64 15.04 196450x150 ST131273 ST15X273 12 224 391 451 84 8618x6 175 8.82 15.39 17.76 184 190

ST15X473 16 224 451 101235 8.82 17.76 223

* # ST131573 ST16XS73 20 224 391 451 98 104290 8.82 15.39 17.76 216 230

450x200 ST131274 ST15X274 12 249 399 465 91 9518x8 175 9.80 15.71 18.31 200 209* ST15X474† 16 301 635 103

235 11.85 25.00 226

* # ST131574† ST16X574† 20 301 569 635 98 107

290 11.85 22.40 25.00 216 236450x250 ST131175 ST15X175 10 284 412 485 101 10718x10 150 11.18 16.22 19.09 223 236

ST131275† ST15X275† 12 434 624 697 119 125175 17.09 24.57 27.44 262 276

ST131475† ST15X475† 16 386 624 697 120 125235 15.20 24.57 27.44 264 276

* # ST16XS75t 20 386 697 133290 15.20 27.44 292


Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches, psi and lb. respectively.

24



ST131276† ST15X276† 12 514 687 766 139 150175 20.24 27.05 30.16 306 329

* ST131476† ST15X476† 16 466 687 766 139 150235 18.35 27.05 30.16 306 329

* # ST16X576† 20 466 766 158290 18.35 30.16 347

450x350 ST131277† ST15X277† 12 569 711 805 154 17118x14 175 22.40 27.99 31.69 339 377* ST131477† S715X477† 16 521 711 805 153 171

235 20.51 27.99 31.69 337 377* # ST16XS77†20 521 805 182

290 20.51 31.69 401450x400 ST131278† ST15X278† 12 644 755 861 172 19618x16 175 25.35 29.72 33.90 378 431 * ST131478† ST15X478† 16 596 755 861 172 196

235 23.46 29.72 33.90 378 437* # ST16XS7S†20 596 861 201 290 23.46 33.90 441

Reducing tees: 500 mm run Part Number WeightSize QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange500x50 ST131280 ST15X280 12 196 406 455 83 8420x2 175 7.72 15.98 17.91 182 184* ST15X460 16 196 455 101

235 7.72 17.91 222* # ST131680 ST16X680 25 196 406 455 100 101

365 7.72 15.98 17.91 220 222500x80 ST131281 ST15X281 12 196 406 455 83 8420x3 175 7.72 15.98 17.91 182 184* ST15X481 16 196 455 101

235 7.72 17.91 222* # ST131681 ST16X681 25 196 406 455 100 103

365 7.72 15.98 17.91 222 226500x100 S1131282 ST15X282 12 196 406 455 83 8520x4 175 7.72 15.98 17.91 182 185* ST15X482 16 196 455 102

235 7.72 17.91 224* # ST131682 25 196 406 100

365 7.72 15.98 220


Unless otherwise noted, metric dimensions am in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches, psi and lb, respectively.

25


(nom) Joint Flange Rating L1 L2 L3 Joint Flange500x150 ST131283 ST15X283 12 226 415 475 93 9620x6 175 8.90 16.34 18.70 204 210* ST15X483† 16 226 475 113

235 8.90 18.70 248 * # ST131583† ST16X583 20 226 415 475 110 116

290 8.90 16.34 18.70 242 256500x200 ST131284 ST15X284 12 256 423 489 102 10720x8 175 10.08 16.65 19.25 225 234* ST15X484† 16 296 660 115

235 11.65 25.98 252

* # ST131584† ST16X584† 20 296 594 660 110 119

290 11.65 23.39 25.98 242 262500x250 ST131185 ST15X185 10 286 436 509 112 11820x10 150 11.25 17.17 20.04 246 260

ST131285 ST15X285 12 431 649 722 134 140 175 16.97 25.55 28.43 295 309

* ST131485† ST15X485† 16 381 649 722 134 140235 15.00 25.55 28.43 295 309

* # ST16X585† 20 381 722 147290 15.00 28.43 323

500x300 ST131186 ST15X186 10 316 442 521 122 13320x12 150 12.44 17.40 20.51 268 292

ST131286† ST15X286† 12 511 712 791 156 167175 20.12 28.03 31.14 370 366

* ST131486† ST15X486† 16 461 712 791 156 167235 18.15 28.03 31.14 343 366

* # ST16X586† 20 461 791 175290 18.15 31.14 384

500x350 ST131287† ST15X287† 12 566 735 830 172 18920x14 175 22.28 28.94 32.68 378 416 * ST131487† ST15X487† 16 516 735 830 172 189

235 20.31 28.94 32.68 378 416* # ST16X587† 20 516 830 201 290 20.31 32.68 443500x400 ST131288† ST15X288† 12 641 780 886 193 21720x16 175 25.24 30.71 34.88 425 478* ST131488† ST15X488† 16 591 780 886 192 217

235 23.27 30.71 34.88 422 478* # ST16X588 20 591 886 231


Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches, psi and lb. respectively.

26

Reducing tees: 600 mm run Part Number WeightSize QL With Pressure Laying Length CL With(nom) Joint Flange Rating L1 L2 L3 Joint Flange600x50 ST131190 ST15X190 10 205 455 504 102 10324x2 150 8.07 17.91 19.84 224 226* ST131490 ST15X490 16 205 455 504 115 116

235 8.07 17.91 19.84 253 255800x80 S5T131191 ST15X191 10 205 455 504 102 10324x3 150 8.07 17.91 19.84 224 227* ST131491 ST15X491 16 205 455 504 115 116

235 8.07 17.91 19.84 253 255600x100 ST131192 ST15X192 10 205 455 504 102 10424x4 150 8.07 17.91 19.84 224 228* ST131492 ST15X492 16 205 455 504 115 117

235 8.07 17.91 19.84 253 257600x150 ST131193 ST15X193 10 235 464 524 114 11724x6 150 9.25 18.27 20.63 251 257* ST131493 ST15X493 16 235 464 524 127 130

235 9.25 18.27 20.63 279 286600x200 ST131194 ST15X194 10 265 471 538 126 13124x8 150 10.43 18.54 21.18 277 288* ST131294 ST15X294 12 265 471 538 138 143

175 10.43 18.54 21.18 304 314* ST131494† ST15X494† 16 308 639 705 139 144

235 12.13 25.16 27.76 305 316600x250 ST131195 ST15X195 10 295 485 558 137 14324x10 150 11.61 19.09 21.97 301 315* ST131295† ST15X295† 12 393 694 767 140 146

175 15.47 27.32 30.20 308 322ST131495† ST15X495† 16 393 694 767 141 146

235 15.47 27.32 30.20 310 322600x300 ST131196 ST15X196 10 325 491 570 149 16024x12 150 12.80 19.33 22.44 328 357

ST131296† ST15X296† 12 473 757 836 164 175175 18.62 29.80 32.91 361 384

ST131496† ST15X496† 16 473 757 836 165 175235 18.62 29.80 32.91 363 384

600x350 ST131197† ST15X197† 10 560 780 875 181 19824x14 150 22.50 30.71 34.45 398 436

ST131297† ST15X297† 12 528 780 875 181 198175 20.79 30.71 34.45 398 436

ST131497† ST15X497† 16 528 780 875 181 198235 20.79 30.71 34.45 398 436

600x400 ST131198† ST15X198† 10 635 825 931 202 22624x16 150 25.00 32.48 36.65 444 497

ST131298† ST15X298† 12 603 825 931 202 226175 23.74 32.48 36.65 444 497

ST131498† ST15X498† 16 603 825 931 203 226235 23.74 32.48 36.65 477 497

*- Double key† Extra branch lamination

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and 'weightsare approximate and in kg; u.s. customary units are in inches, psi and lb respectively.

27

Key-Lock male-end flange adapters

Description Key-Lock maIe-end flange adapters provide the user with the capability of making thetransition from Key-Lock mechanically joined piping to a flanged connection. Adapters with20-or 25-bar rating may employ hubless (heavy-duty) flanges, double-key joints, or both.

Key-Lock flange adapters Laying Overall FlangeNominal Part Pressure Length Length Thickness Approx Size Number Rating L1 L2 D Weight50 SF25X402 16 98 143 25 1.02 235 3.86 5.63 1.00 2.2# SF26X602 25 98 143 51 1.6

365 3.86 5.63 2.00 3580 SF25X403 16 98 143 29 1.63 235 3.86 5.63 1.12 3.5# SF26X603 25 98 143 51 28

365 3.86 5.63 2.00 6.0100 SF25X404 16 98 143 32 2.54 235 3.83 5.63 1.25 5.5# SF26X504 20 98 143 51 3.2

290 3.83 5.63 2.00 7.0150 S5F25X406 16 116 172 44 4.26 235 4.57 6.77 1.75 9.3# SF26X506 20 116 172 60 5.8

290 4.57 6.77 2.38 13

x in the part number stands for drilling on request.x = 0 - Undrilledx = 1 - ANSI 150 lbsx = 2 - ANSI 300 lbsx = 3 - ISO ND10x = 4 - ISO ND 16

Unless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weights amapproximate and in kg; U.S. customary units are in inches, psi and lb, respectively.

Laying Overall FlangeNominal Part Pressure Length Length Thickness Approx Size Number Rating L1 L2 D Weight200 SF25X408 16 133 201 51 6.68 235 5.24 7.91 2.00 15# SF26X508 20 133 201 67 8.6

290 5.24 7.91 2.62 19250 SF25X410 16 146 218 51 9.710 235 5.74 8.58 2.00 21# SF26X510 20 146 218 73 12

290 5.74 8.58 2.88 28300 SF25X412 16 158 243 54 1512 235 6.22 9.57 2.12 32# SF25X412 20 158 243 79 17

290 6.22 9.57 3.12 37350 SF25X414 16 183 270 71 2514 235 7.20 10.63 2.81 55# SF26X514 20 183 270 97 28

290 7.20 10.63 3.81 61400 SF25X416 16 197 287 83 3216 235 7.76 11.30 3.25 71'# SF26X516 20 261 352 108 39

290 10.28 13.86 4.25 87450 SF25X218 12 211 305 89 40

175 8.31 12.01 3.50 89500 SF25X220 12 228 325 95 4620 -175 9.98 12.80 3.75 102600 SF25X124 10 244 350 113 7024 150 9.61 13.78 4.44 154# Hubless (heayy-duty) flange

28 * Double-key joint

Key-Lock male x female reducers

Description Key-Lock male x female reducers which provide one nominal pipe size reduction are available in 80through 600 mm sizes. Reduction is achieved from the male (large) end to the female (small) end.Reducers are available in both single and double key configuration as required by pressure rating anddiameter.

Reducers: 80x50 through Laying Overall

600x500 mm Size Part Pressure Length Length Outside Approx(nom) Number Rating L1 L2 Diameter Weight80x50 SR211601 25 65 130 103 0.93x2 365 2.56 5.12 4.06 2.0* SR211801 40 90 155 103 1.1

580 3.54 6.10 4.06 2.4100x80 SR211507 20 65 130 129 1.14x3 290 2.56 5.12 5.08 2.4* SR211607 25 90 155 129 1.3

290 3.54 6.10 5.08 2.8* * SR211807 40 90 180 141 1.8

580 3.54 7.09 5.55 4.0150x100 SR211515 20 89 165 183 3.96x4 290 3.50 6.50 7.20 8.5* SR211815 40 104 205 183 4.8

580 4.09 8.07 7.20 11200x150 SR211523 20 80 175 234 5.28x6 290 3.15 6.89 9.21 11* * SR212723 32 138 265 234 7.8

465 5.43 10.43 9.21 17250x200 SR213534 20 142 250 290 1010x8 290 5.59 9.84 11.42 22* * SR112715 25 153 305 290 12

385 6.02 12.01 11.42 27300x250 SR213545 20 131 255 345 1212x10 290 5.16 10.04 13.58 27* * SR212645 25 174 345 345 17

365 6.85 13.58 13.58 37350x300 SR213556 20 132 265 410 1414x12 290 5.20 10.43 16.14 31

SR212656 25 193 380 410 20365 7.60 14.96 16.14 45

400x350 SR211467 16 141 280 435 1516x14 235 5.55 11.02 17.13 33* SR213567 20 201 340 450 21

290 7.91 13.39 17.72 47* * SR212678 25 204 400 450 25

365 8.03 15.75 17.72 55450x400 SR211278 12 139 285 489 1918x16 175 5.47 11.2 19.25 41* SR213478 16 184 330 505 25

235 7.24 12.99 19.88 54* * SR212678 25 187 395 505 30

365 7.86 15.55 19.88 65500x450 SR211289 12 147 290 534 2020x18 175 5.79 11.42 21.02 44* * SR212689 25 194 385 534 26

365 7.64 15.16 21.02 57600x500 SR211100 10 155 310 590 3824x20 150 6.10 12.20 23.23 84

SR211200 12 187 330 590 40175 7.36 12.99 23.23 89

SR212400 16 187 380 590 47235 7.36 14.96 23.23 102

* Double keyUnless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg: u.s. customary units are in inches, psi and lb, respectively 29

Key-Lock nipples and couplings

Description Key-Lock nipples and couplings range in diameter from 50 through 600 mm. Depending onpressure requirements, joints may be of either single or double key configuration. Doublekey configuration is noted by means of an asterisk (*) located in the appropriate dimensioncolumn.

Key-Lock nipples Nipple Coupling

and couplings Laying Overall Laying OverallSize Part Number Pressure Length Length Length Length Weight(nom) Nipple Coupling Rating L1 L2 L3 L4 D Nipp Cplg

50 SN221802 SC111802 40 70 160 100 140 98 0.6 0.82 580 2.76 6.30 3.94 5.51 3.86 1.2 1.880 SN221603 SC111603 25 70 180 100 140 127 0.7 1.13 365 2.76 6.30 3.94 5.51 5.00 1.7 2.4* SN222803 SC112803 40 120 210 100 191 141 1.1 2.5

580 4.72 8.27 3.94 7.52 5.55 24. 5.5100 SN221504 SC111504 20 70 160 100 140 152 1.1 1.34 290 2.76 6.30 3.94 5.51 5.98 2.5 2.8* SN222804 SC112804 40 120 210 100 191 167 1.5 3.0

580 4.72 8.27 3.94 7.52 6.57 3.3 7.0150 SN221506 SC111506 20 88 200 127 181 209 2.0 2.56 290 3.46 7.87 5.00 7.13 8.23 4.5 5.6* SN222806 SC112806 40 148 260 127 245 226 2.7 6.1

580 5.83 10.24 5.00 9.65 8.90 6.0 13.4200 SC111408 16 152 225 266 4.98 235 5.98 8.86 10.47 11# SN222708 SC112708 20 103 240 152 225 285 3.3 8.5

290 4.06 9.45 5.98 8.86 11.22 7.3 19* SN222708 SC112708 32 193 330 152 312 285 4.8 12

465 7.60 12.99 5.98 12.28 11.22 11 25250 SC111410 16 163 242 330 8.510 235 6.42 9.53 12.99 19# SN221510 SC113510 20 111 255 163 242 345 4.9 12

290 4.37 10.04 6.42 9.53 13.58 11 26* SN222610 SC112610 25 201 345 163 335 345 6.8 17

365 7.91 13.58 6.42 13.19 13.58 15 36* Double key# Heavy duty couplingUnless otherwise noted, metric dimensions are in mm, pressure ratings are in bar and weights areappnoximate and in' kg; U.S. customary units are in inches, psi and lb, respectively.

30

Key-Lock nipples Nipple Coupling

and couplings Laying Overall Laying Overall

(continued) Size Part Number Pressure Length Length Length Length Weight(nom) Nipple Coupling Rating L1 L2 L3 L4 D Nipp Cplg

300 SC111412 16 186 278 388 1212 235 7.32 10.94 15.28 27# SN221512 SC113512 20 125 295 186 278 410 8.0 19

290 4.92 11.61 7.32 10.94 16.14 18 43* S5N222612 SC112612 25 230 400 186 386 410 11 27

365 9.06 15.75 7.32 15.20 16.14 24 59350 SC111414 16 191 289 435 1614 235 7.52 11.36 17.13 36# SN221514 SC113514 20 130 305 191 289 450 12 22

290 5.12 12.01 7.52 11.38 17.72 27 48* SN222614 SC112614 25 245 420 191 403 450 17 31

365 9.65 16.54 7.52 15.87 17.72 37 67400 SC111316 14 199 302 489 2216 200 7.6 11.89 19.25 47# * SN221418 SC113416 16 139 320 197 302 505 14 28

235 5.47 12.60 7.76 11.89 19.88 30 63SN221616 SC112616 25 259 440 197 426 505 19 40

365 10.20 17.32 7.76 16.77 19.88 42 88450 SN221218 SC111218 12 127 315 204 296 527 20 1918 175 5.00 12.40 8.03 11.65 20.75 44 42* SN221618 SC112618 25 222 410 204 392 534 23 29

365 8.74 16.14 8.03 15.43 21.02 51 63500 SN221220 SC111220 12 136 330 210 308 578 21 2320 175 5.35 12.99 8.27 12.13 22.76 46 51* SN222620 SC112620 25 236 430 210 409 584 27 34

365 9.29 16.93 8.27 16.10 22.99 60 76600 SN221124 SC111124 10 147 360 229 340 680 27 3324 150 5.79 14.17 9.02 13.39 25.77 60 73* SN222424 SC112424 16 212 400 200 375 673 30 31

235 8.35 15.75 7.87 14.76 26.50 66 68* Double key# Heavy duty couplingUnless otherwise noted. metric dimensions are in mm, pressure ratings are in bar and weightsare approximate and in kg; U.S. customary units are in inches. psi and lb, respectively.

31

Adapters Key-Lock x Quick-Lock

Key-Lock male and Key-Lock male x Quick-Lock male adapters are used to make the transitionQuick-Lock male or female from adhesive joined Bonstrand piping systems using the Quick-Lock jointadapters (Series 2000, 2000M, 4000, 5000, 6000, 7000 and 7000M) to Key-Lock

joined piping. Quick-Lock female adapters may be joined to theaforementioned Bondstrand pipe series or to Series 2400 or Series 3400Key-Lock joined systems provided the outside diameter of the latter two isLager than D.

Overall LayingSize Part Number Pressure Length Length Weight(nom) QL Male QL Female Rating L1 L2 L3 L4 Male Female 50 SA241802 SA231802 40 139 78 94 -13 0.3 0.22 580 5.47 3.07 3.70 -0.51 0.7 0.4 80 SA241603 SA231603 25 139 78 94 -13 0.5 0.43 365 5.47 3.07 3.70 -0.51 1.1 0.9100 SA241504 SA231504 20 139 80 94 -13 0.7 0.5 4 290 5.47 3.15 3.70 -0.51 1.5 1.1150 SA241506 SA231506 20 168 100 112 -13 1.3 1.06 290 6.61 3.94 4.41 -0.51 2.9 2.2200 SA241508 SA231508 20 196 165 128 33 2.1 2.48 290 7.72 6.50 5.04 1.30 4.6 5.3250 SA241410 SA231410 16 214 175 142 33 3.3 3.710 235 8.43 6.89 5.59 1.30 7.3 8.2 300 SA241412 SA231412 16 238 195 153 34 4.7 5.012 235 9.37 7.86 6.02 1.34 10 11350 SA241414 SA231414 16 264 210 176 33 7.7 7.414 235 10.39 8.27 6.93 1.30 17 16400 SA241616 SA231416 16 282 250 192 55 8.4 9.116 235 11.10 9.84 7.56 2.17 18 20

Other dimensionsNominal 50 80 100 150 200 250 300 350 400Size 2 3 4 6 8 10 12 14 16L1 mm 45 45 45 56 88 72 85 88 90

in 1.77 1.77 1.77 2.20 2.70 2.83 3.25 3.44 3.56D mm 59 88 113 166 217 272 322 354 404

in 2.34 3.46 4.44 6.56 8.56 10.69 12.69 13.94 19.92Ds mm 48 46 46 57 64 70 76 89 105

In 1.82 1.82 1.82 2.25 2.50 2.75 3.00 3.50 4.00

32

Key-Lock male x Taper Key-Lock male x Taper female adapters are used to adjust the length of

female adapters and Bondstrand Series 2400 and Series 3400 piping systems. The pipe is cut to

Taper-taper couplings length as required and the adapters are adhesive bonded to the ends. Taper femaleadapters and Taper-taper couplings intended for piping systems meeting SRSD loadrequirements are designated with a sign (#) following the part number. An asterisk (*)behind the part number indicates a double-key joint.

The overall length L3 of the Taper-taper couplings is the sum of the laying length (70 mm)and 2 times the insertion depth AL.In some instances the laying length will be a negative value owing to the overlap of AL andL1. Values for L1 are tabulated at the end of this appendix. Laying length LL of Taper-tapercouplings is uniformly 70 mm.Taper angles are the same for all adapters and couplings of a given diameter and aretabulated at the end of this appendix.

Pressure Laying InsertionSize Part Number Rating Length Depth Weight(nom) Adapter Coupling 2400 3400 L2 L4 AL D Adpt Cpl50 SA271102# SC771102# 25 40 90 -5 50 70 0.3 0.42 365 580 3.54 -0.20 1.97 276 0.6 1.0

SA272202 SC772202 32 120 -5 80 70 0.4 0.4465 4.72 -0.20 3.15 2.76 0.8 0.9

80 SA271103# SC771103# 20 25 90 -5 50 100 0.5 0.73 290 365 3.54 -0.20 1.97 3.94 1.0 1.6

SA272203* SC772203 25 40 120 -5 80 100 0.5 0.9365 580 4.72 -0.20 3.15 3.94 1.0 2.0

SA273203* SC773303 32 150 -5 110 100 0.6 1.1465 5.91 -0.20 4.33 3.94 1.4 2.6

100 SA271104# SC771104# 12 20 90 -5 50 124 0.6 0.94 175 290 3.54 -0.20 1.97 4.88 1.4 2.7

SA272104 SC772204 20 32 120 -5 80 124 0.8 1.2290 365 4.72 -0.20 3.15 4.88 1.8 2.6

SA273204* SC773304 25 40 150 -5 110 130 0.9 2.1365 580 5.91 -0.20 4.30 5.12 2.0 4.7

SA274204 SC774404 32 180 -5 140 130 1.1 2.4465 7.09 -0.20 5.51 5.12 2.3 5.4

150 SA271106# SC771106# 12 16 100 -6 50 180 1.1 1.56 175 235 3.94 -0.24 1.97 7.09 2.3 3.3

SA272106 SC772206 20 150 14 80 180 1.5 1.9290 5.91 0.55 3.15 7.09 3.3 4.2

SA272106 20 150 14 80 1.5290 5.91 0.55 3.15 3.3

SA272206 SC772206 25 175 39 80 180 1.7 1.9365 6.89 1.54 3.15 7.09 3.7 4.2

SA273206* SC773306 25 32 220 54 110 188 2.1 2.2365 465 8.66 2.13 4.30 7.40 4.6 4.9

SA274206* SC774406 32 40 250 54 140 188 2.3 3.9465 580 9.84 2.13 5.51 7.40 5.0 8.7

200 SA271108# SC771105# 10 14 115 -4 50 230 1.6 2.08 150 200 4.53 -0.16 7.97 9.06 3.6 43

SA272108 SC772208 16 20 145 -4 80 230 2.0 2.5235 290 5.77 -0.16 3.15 9.06 44 5.5

SA273108 SC773308 20 175 -4 110 240 2.3 2.9290 6.89 -0.76 4.30 9.45 5.0 6.4

SA273208* SC773308 25 245 67 110 240 3.2 2.9365 9.65 2.69 4.33 9.45 7.0 6.4

SA274208* SC774408 25 32 275 67 140 240 3.4 5.8365 465 10.83 2.69 5.51 9.45 7.6 13

* Double key# For SRSD service.

33

Key-Lock male x Taper Pressure Laying Insertion

female adapters and Size Part Number Rating Length Depth Weight

Taper-taper couplings (nom) Adapter Coupling 2400 3400 L2 L4 AL D Adpt Cpl

(continued) 250 SA271110 SC771110 14 125 3 50 286 2.4 2110 200 4.92 0.12 1.97 11.26 5.3 5.0

SA272110# SC772210# 12 16 150 -2 80 286 2.8 3.3175 235 5.91 -0.08 3.15 11.26 6.1 7.4

SA273110 SC773310 16 200 18 110 295 3.4 3.9235 7.87 0.71 4.33 11.61 7.5 8.5

SA273110 20 200 18 110 3.4290 7.87 0.71 4.33 7.5

S5273210 SC773310 25 250 68 110 295 3.4 3.9365 9.84 2.68 4.33 11.61 7.8 8.5

SA274110 SC774410 20 230 18 140 295 3.6 4.2290 9.06 0.71 5.51 11.61 7.8 9.3

SA275210* SC775510 25 310 68 170 300 4.9 9.9365 12.20 2.68 6.69 11.81 11 22

300 SA271112 SC771112 12 145 10 50 339 3.9 3.512 175 5.71 0.39 1.97 13.35 8.6 7.6

SA272112# SC772212# 12 16 160 -5 80 339 4.0 4.3175 235 6.30 -0.20 3.15 13.35 8.8 10

SA273112 SC773312 16 20 215 20 110 350 5.0 4.9235 290 8.46 0.79 4.33 13.78 11 11

SA274112 SC774412 20 245 20 140 350 5.2 9.2290 9.45 0.79 5.51 13.78 12 20

SA274212* SC774412 25 295 70 140 350 7.0 9.2365 11.61 2.76 5.51 13.78 15 20

SA275212* SC775512 25 325 70 170 335 7.3 12365 12.80 2.76 6.69 13.98 16 28

350 SA272114# SC772214# 12 16 170 3 80 375 6.5 4.814 175 235 6.69 0.12 3.15 14.76 14 10

SA273114 SC773314 16 20 200 3 110 375 7.3 10235 290 7.87 0.12 4.33 14.76 16 22

SA274114 SC774414 20 230 3 140 385 7.8 10290 9.06 0.12 5.51 15.16 17 22

SA274214* SC774414 25 300 73 140 385 11 10365 11.81 2.87 5.51 15.16 24 22

SA275214* SC775514 25 330 73 170 385 12 14365 12.99 2.87 6.69 15.16 25 30

400 SA272116 SC772216 10 14 170 0 80 425 6.1 5.318 150 200 6.69 0 3.15 16.73 13 12

SA2731164 SC773316# 12 16 200 0 110 425 7.9 6.7175 235 7.87 0 4.33 16.73 17 15

SA274216* SC774416 16 20 245 15 140 435 12 14235 290 9.65 0.59 5.51 17.13 28 32

SA275216* SC775516 20 25 340 80 170 435 13 16290 365 13.39 3.15 6.69 17.13 28 35

SA276216* SC776616 25 370 80 200 435 13 17365 14.57 3.15 7.87 17.13 30 38

450 SA272118# SC772218# 12 12 227 53 80 470 13 8118 175 175 8.94 2.09 3.15 18.50 29 19

SA273218 SC773318 16 16 305 101 110 470 17 10235 235 12.00 3.98 4.33 18.50 38 23

SA274218 SC774418 20 20 335 101 140 480 18 17290 290 13.19 3.98 5.51 18.90 41 37

SA275218 SC775518 25 25 365 101 170 480 20 19365 365 14.37 3.90 6.69 18.90 43 42

*-Double key# For SRSD Service

34

Key-Lock male x Taper Pressure Laying Insertion

female adapters and Size Part Number Rating Length Depth Weight

Taper-taper couplings (nom) Adapter Coupling 2400 3400 L2 L4 AL D Adpt Cpl

(continued) 500 SA272120# SC772220# 10 10 230 53 80 520 14 1020 150 150 9.06 2.09 3.15 20.47 32 22

SA273120 12 12 260 53 4.33 16175 175 10.24 2.09 4.33 35

SA273220 SC773320 16 16 310 103 110 520 19 12235 235 12.20 4.06 4.33 20.47 43 27

SA274220 SC774420 20 20 340 103 140 530 21 19290 290 13.39 4.06 5.51 20.87 46 43

SA275220 SC775520 25 25 370 103 170 530 22 22365 365 14.57 4.06 6.69 20.87 49 48

600 SA273124# 10 10 279 53 110 2024 150 150 10.98 2.09 4.33 45

SA273224 SC773324# 12 12 301 97 110 620 22 16175 175 11.92 3.82 4.33 24.41 49 35

SA274224 SC774424 16 16 331 97 140 620 24 19235 235 12.85 3.82 5.51 24.41 52 41

Unless otherwise noted, metric dimensions are in mm, pressure ratings ar in bar and weights areapproximate and in kg; U.S. customary units are in inches, psi and lb, respextively

Taper angle and The taper angel is the same for all Taper-taper joints of a given diameter.

Dimension L1 The dimension L1 is the distance from the face of the key-Lock male end to the center of thelocking key groove and is the same for all adapters of a given diameter, except as notedbelow.Nominal Taper Nominal TaperSize Angle L1 Size Angle L1(mm) (in) (deg) (mm) (in) (mm) (in) (deg) (mm) (in)50 2 1.75 45 1.77 300 12 3.50 85 3.3580 3 1.75 45 1.77 350 14 3.50 88 3.44100 4 1.75 45 1.77 400 16 3.50 90 3.56150 6 2.50 56 2.20 450 18 2.50 94 3.70200 8 2.50 68 2.70 500 20 2.50 97 3.82250 10 3.00 72 2.83 600 24 2.50 94 3.70** 106 mm (4.14) for adapter SA273124 24" for 10 bar and SRSD service.





© Ameron 2004. FP 161A 11/04 supersedes FP 161 09/93. Page 1 of 8. Printed in The Netherlands.

Assembly Instructionsfor Key-Lock® mechanical jointsin sizes 2 to 40 inch (50-1000 mm)

Introduction

Key-Lock

This guide provides recommendations for the installation of Bondstrand pipingsystems using the Key-Lock® mechanical joint. Many of the skills, techniquesand principles of steel pipe installation also apply to Glassfiber Reinforced Epoxy(GRE) piping. As you work with Bondstrand Glassfiber Reinforced Epoxy (GRE)piping, you will find that it weighs much less than steel and that it is more flexible,but it must be handled more carefully than uncoated and unlined carbon steelpipe. In addition, Glassfiber Reinforced Epoxy (GRE) pipe often needs protectionagainst abrasion at points of support.

To accommodate the characteristics of Bondstrand Glassfiber Reinforced Epoxy(GRE) piping, the following installation recommendations should be followed. Youare encouraged to contact Ameron or your Ameron representative for more help onspecific problems or questions.

Tooling Check the presence and quality of joint materials (keys and O-ring) material andequipment (Photo 1). The tooling and joint material listed below are, as aminimum, required to make a Key-Lock joint. All items are available fromAmeron, with the exception of items 6, 7 and 8. Installation equipment likecranes are to be determined by installation contractor.

! Powerpull (2x)

" Joint lubricant

# Band clamps (2x)

!

"

#$

%

&

!

'( *

$ Pulling rings (4x)

% O-ring

& Bucket with water

Photo 1.

( Screw driver

* Hammer

' Key


Joint assembly

When ready to join the pipes, remove the end protection from both the male pipeend and female pipe end (Photo 2). End protection, supplied by Ameron, shouldbe removed just prior to assembly to keep joining surfaces and grooves clean.

O-ring placement

Clean the grooves and sealing surface of the female pipe end or fitting, using aclean dry rag or a clean paintbrush (Photo 3).

Clean the grooves (both key and O-ring) of the male pipe end.

Brush, or rub a layer of joint lubricant into the O-ring and key grooves of the malepipe end (Photo 4).

Clean the O-ring with water or a clean rag (Photo 6).Check O-ring for damages and correct size.

Lubricate entire surface of the O-ring and slip it into the first endmost groove(= O-ring groove) on the male end.

Distribute the O-ring evenly in the groove by slipping a screwdriver under it andsliding the screwdriver around the joint (Photo 7).Be careful not to damage the O-ring.A sound O-ring is the key to a watertight joint.

Photo 3.

Photo 5.

Photo 6.

Photo 2.

Lubricate the inside of female pipe end and locking key groove with ample amountsof lubricant (available on order Ameron - Photo 5). Note that the pipe already inplace has been properly rotated so the keyhole of the joint is conveniently positioned.

Apply lubricant only when you are ready to complete the joint.Keep lubricated surfaces clean and free of sand and dirt as contamination is likelyto interfere with joining and sealing. Proper lubrication of the O-ring and joint surfacesis important to avoid cutting the O-ring or rolling it out of place during assembly.

Photo 7.

Photo 4.


Align the male pipe end against the female pipe end already in place for a straightconcentric entry. Proper alignment is essential for joining (Photo 8).Deflect the joint to conform to the actual horizontal and vertical alignment of thetrench only after the joint is fully assembled in the straight position.

Pipe spigot insertion

Rotate the female pipe end or fitting in such a way that its keyhole(s) are in properposition to drive the key(s) (usually on the top side).Place the band clamps (available from Ameron) on each side of the joint. It is oftenconvenient to place one band clamp just behind the female end or coupling and theother about 1.5 meter (4.5 ft) from the male end. Make sure the pulling rings arepositioned at 3 o’clock and 9 o’clock (Photo 9).

Powerpulls (available from Ameron) are recommended for joint assembly.Connect the power pulls to pulling rings attached to the band clamps on eitherside of the pipe and pull the pipes together (Photo 10).

Tighten the powerpulls evenly on both sides so the O-ring enters smoothly andwithout being pushed or rolled out of its groove.

Photo 8.

Photo 9.

Photo 10.

Insert the male pipe end until the scribe mark is in line with the leading edge of thefemale pipe end (Drawing). To prevent slipping of the bandclamps, one may chooseto use rubber pads under the band clamps. Do not overtighten the band clamps asthis may crush the pipe wall. Rubber pads or saddles may be placed underneaththe band clamp to prevent pipe crushing. Saddles can be made from left over pipepieces (cut in 90° pieces).Straightness of entry adds significantly to the ease of assembly.Look along the pipes and carefully observe concentricity and uniformity of entry.

Keep keys ready for insertion when the scribe mark is about 6 mm away from theleading edge of the female pipe end.


Check key(s) for damage and correct sizes.Lubricate the locking key(s) (supplied by Ameron) at leading end before insertion(Photo 11).

Place lubricated locking key(s) into the insertion keyhole(s) and slowly pull thepipes together until the key(s) slip(s) into the keyway(s).

Check the pipe alignment again by looking along the pipe and by aligning thescribe mark on the male pipe end with the edge of the female pipe end.

Driving the keys

Photo 11.

Photo 12.

Photo 13.

After driving the key(s), remove power pulls and band clamps (Photo 13).

Use a hammer or mallet (wooden hammer) to drive the locking keys through theinsertion holes and into the keyways (Photo 12) until the leading end can be seenin the insertion hole.Approx. 75 to 100 mm (3 to 4 inch) of the key(s) will stick out of the key hole.Caution: Drive the key only until you can see its leading end through theinsertion hole.

For above ground joints that have to be disassembled in the future formaintenance or other reason, the following is applicable:

1) Protect the projecting key(s) of piping exposed to sunlight or other ultravioletradiation from embrittlement.

2) Spray all exposed key surfaces with a black acrylic coating, or wrap them withduct tape within several days after installation.


After driving the key(s) and removing the power pulls and band clamps, deflect thejoint to fit the supports or trench bottom.With the pipe fully supported in its final position, release the lifting straps.

Note: When installing buried pipe in sag curves, it may be necessary to leave thelead lifting strap in position to align the next joint during assembly.

To avoid excessive movement and bending at turns and branches during thehydrostatic test, pull straight sections of joined pipe forward as assemblyprogresses, using a power pull or other means to remove play in the joints.

Special pipe lengths are frequently required for fit up. When pipe is shortened bycutting-off factory prepared ends, new male ends must be furnished by bonding onend adapters. Cutting and bonding often can be avoided by using factory madeshort lengths (pups) with male ends. Special tools, equipment and assemblyinstructions are available from your Ameron representative.

Bondstrand Glassfiber Reinforced Epoxy (GRE) pipe may be connected to eithermetallic, or thermoplastic piping using flanges drilled to ANSI Standard B16.5Class 150. Other flange drillings are available on special order. Bondstrand filament-wound flanges (Photos 14 and 15) may be bolted directly against raised-face steelflanges, provided a torque wrench is used. These flanges also seal well againstlined steel configurations. Use a full-faced 3-mm (1/8 inch) thick elastomeric gasketwith a Shore A hardness of 60+5 for best results.Consult Ameron literature for complete flange assembly instructions.

Important: Where Bondstrand piping is connected to metallic pipe, anchor themetallic pipe securely at the point of connection so expansion and contraction ofthe metal line is not transferred to the Bondstrand line.

Positioning and aligningthe joined pipe

Cutting pipe to length

Connections to otherpiping and/or equipment

Photo 14. Key-Lock flange Photo 15. Taper flange


This product literature and the recommendations for usage it contains are based on testdata reasonably believed to be reliable. It is intended that this literature be used bypersonnel having specialised training in accordance with currently acceptable industrypractice and normal operating conditions. Variation in environment, changes in operatingprocedures, or extrapolation of data may cause unsatisfactory results. We recommendthat your engineers verify the suitability of this product for your intended application.Since we have no control over the conditions of service, we expressly disclaimresponsibility for the results obtained or for any consequential or incidental damages ofany kind incurred.

Written comments regarding this document are invited. Please write to the EngineeringManager, Ameron Fiberglass-Composite Pipe Group/Europe.

Important notice

Safety

Wear suitable protective clothing, gloves and eye protection at all times (Photo 16).

Photo 16.



Fiberglass-CompositePipe GroupHeadquartersP.O. Box 801148Houston TX 77280U.S.A.Phone: (+1) 713 690 7777Fax: (+1) 713 690 2842Internet: www.ameron.comemail: [email protected]



Fittings & Flanges for pipe series 2410 and 3410 using the Taper/Taper adhesive-bonded joint

Bondstrand Taper-Taper fittings & flanges are glassfiber reinforced filament-wound epoxypipe fittings in diameters 50 through 1000 mm (2-40 inch) designed to be used withBondstrand pipes. Pipe is standard with integral Taper-Taper spigot and socket ends foradhesive bonding or with integral Key-Lock male and female ends for mechanical joining.Fittings are filament-wound with integral taper socket ends. Pipes and fittings are available in several pressure classes from 10 bar upwards.

For intended services and performance capabilities refer to product data sheet FP 452 andFP 158 pertaining to Bondstrand Series 2400 and 3400 pipe data.

For recommendations pertaining to design, installation and use of Bondstrand Pipe, Fittings and Flanges reference is made to the following literature:

FP 564 Assembly Instructions for Taper-Taper adhesive bonded joints.FP 161 Installation Instructions using the Key-Lock mechanical joint.FP 453 M86 Pipe Shaver operating instructions for Taper-Taper joints in sizes

50 to 150 mm (2-6 inch).FP 454 M87 Pipe Shaver operating instructions for Taper-Taper joints in sizes

150 to 400 mm (6-16 inch).FP 455 M87XL Pipe Shaver operating instructions for Taper-Taper joints in

sizes 400 to 600 mm (16-24 inch).FP 204 M95 Pipe Shaver operating instructions for Taper-Taper joints in sizes

600 to 1000 mm (24-40 inch).FP 196 Flange Assembly Instructions.FP 132 Corrosion Guide.General Bondstrand engineering and installation guides.

Dimensional data for Taper-Taper adhesive bonded fittings are contained in individualdimensional sheets per pressure class:

FP No. Fitting Pipe System Pressure

549-10 T-10 2410 and 3410 10 bar549-12 T-12 2412 and 3412 12 bar549-14 T-14 2414 and 3414 14 bar549-16 T-16 2416 and 3416 16 bar549-20 T-20 2420 and 3420 20 bar549-25 T-25 2425 and 3425 25 bar549-32 T-32 2432 and 3432 32 bar549-40 T-40 2440 and 3440 40 bar549-50 T-50 2450 and 3450 50 bar

© Ameron 1998 FP657-10 (8/98). Printed in The Netherlands. Page1 of 12.

Description

Uses and Application

Design and Installation

How to use this productdata sheet

Taper/Taper joint

FP657-10 (8/98). Fittings & Flanges for 2410/3410. Page 2 of 12.

Nominal Pipe Size Taper Insertion Spigot Spigot Angle Depth Nose Diameter

Thickness at Nose α Ds t

mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 50 1.0 83.8100 4 1.75 50 1.0 107.2150 6 2.50 50 1.0 161.0200 8 2.50 80 1.0 210.8250 10 2.50 80 1.0 264.9300 12 2.50 80 1.0 315.7350 14 2.50 80 1.5 347.4400 16 2.50 110 1.5 396.7450 18 2.50 110 1.5 436.8500 20 2.50 110 2.0 486.1600 24 2.50 110 2.0 582.6700 28 1.75 140 4.0 708.0750 30 1.75 140 4.0 758.0800 32 1.75 170 4.0 808.0900 36 1.75 200 4.0 908.01000 40 1.75 200 4.5 1009.0

Dimensions of the Taper-Taper joint

Nominal Adhesive Minimum number of Pipe Size Kit Size adhesive kits per joint

fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.2100 4 89 3 0.4150 6 89 3 0.4200 8 89 3 0.6250 10 177 6 1.0300 12 177 6 1.0350 14 177 6 1.0400 16 177 6 2.0450 18 177 6 2.0500 20 177 6 2.0600 24 177 6 2.0700 28 177 6 4.0750 30 177 6 4.0800 32 177 6 5.0900 36 177 6 6.01000 40 177 6 7.0

Note:Adhesive kits should never be split. If remainder is not used for other joints made at thesame time, the surplus must be discarded.

Quantity of Adhesive


Filament-wound 90° elbows with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Insertion Weight

Length Length DepthL OL Ds

mm inch mm mm mm kg50 2 87 137 50 0.680 3 126 176 50 1.1100 4 155 205 50 2.1150 6 240 290 50 4.2200 8 315 395 80 8.6250 10 391 471 80 14.2300 12 463 543 80 21.0350 14 364 444 80 30.0400 16 402 512 110 35.0450 18 472 582 110 49.0500 20 523 633 110 72.0600 24 625 735 110 112.0700 28 726 866 140 123.0750 30 777 917 140 196.0800 32 828 998 170 252.0900 36 929 1129 200 348.01000 40 1031 1231 200 480.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 111 50 0.9100 4 73 123 50 1.3150 6 106 156 50 2.5200 8 137 217 80 6.9250 10 169 249 80 9.8300 12 196 276 80 18.1350 14 125 205 80 19.1400 16 142 252 110 21.0450 18 204 314 110 31.0500 20 225 335 110 42.0600 24 268 378 110 63.0700 28 310 450 140 90.0750 30 331 471 140 107.0800 32 352 522 170 139.0900 36 394 594 200 193.01000 40 436 636 200 257.0

Elbows 45˚


Filament-wound 221/2° elbows with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Insertion Weight


mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 87 50 0.6100 4 43 93 50 0.9150 6 60 110 50 1.4200 8 76 156 80 4.6250 10 68 148 80 6.0300 12 77 157 80 8.9350 14 71 151 80 12.5400 16 85 195 110 13.6450 18 106 216 110 19.7500 20 116 226 110 24.0600 24 136 246 110 45.0700 28 157 297 140 60.0750 30 167 307 140 70.0800 32 177 347 170 94.0900 36 197 397 200 137.01000 40 217 417 200 153.0

Elbows 221/2˚

Filament-wound tees with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Laying Overall Insertion Weight

Length Length Length Length Depthtotal total branch branchrun runL1 OL1 L2 OL2 Ds

mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.380 3 192 292 96 146 50 2.9100 4 230 330 115 165 50 4.0150 6 306 406 153 203 50 8.7200 8 376 536 188 268 80 17.5250 10 452 612 226 306 80 25.0300 12 528 688 264 344 80 44.0350 14 544 704 272 352 80 47.0400 16 590 810 295 405 110 56.0450 18 678 898 339 449 110 67.0500 20 740 960 370 480 110 99.0600 24 868 1088 434 544 110 130.0700 28 994 1274 497 637 140 240.0750 30 1046 1326 523 663 140 285.0800 32 1118 1458 559 729 170 363.0900 36 1248 1648 624 824 200 518.01000 40 1382 1782 691 891 200 683.0

Tees


Filament-wound 45° lateral with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Laying Overall Insertion Weight

Length Length Length Length DepthL1 OL1 L2 OL2 Ds

mm inch mm mm mm mm mm kg50 2 74 124 209 259 50 2.380 3 86 136 264 314 50 4.1100 4 86 136 315 365 50 6.3150 6 99 149 378 428 50 12.3200 8 124 204 455 535 80 27.0250 10 137 217 531 611 80 43.0300 12 150 230 632 712 80 52.0350 14 150 230 632 712 80 69.0400 16 150 260 632 742 110 95.0

Lateral 45˚

Filament-wound cross with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Laying Overall Insertion Weight

Length Length Length Length Depthrun run branch branchL1 OL1 L2 OL2 Ds


Cross


Filament-wound reducing tees with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Insertion Laying Overall Insertion Weight

Length Length Depth Length Length Depthhalf half run branch branch branch

run x run x branch run runL1 OL1 Ds1 L2 OL2 Ds2

mm inch mm mm mm mm mm mm kg80x80x50 3x3x2 96 146 50 86 136 50 2.7100x100x50 4x4x2 115 165 50 99 149 50 3.8100x100x80 4x4x3 115 165 50 108 158 50 4.0150x150x50 6x6x2 153 203 50 124 174 50 8.0150x150x80 6x6x3 153 203 50 134 184 50 9.6150x150x100 6x6x4 153 203 50 140 190 50 9.6200x200x80 8x8x3 188 268 80 159 209 50 15.6200x200x100 8x8x4 188 268 80 172 222 50 16.2200x200x150 8x8x6 188 268 80 178 228 50 17.0250x250x100 10x10x4 226 306 80 194 244 50 23.0250x250x150 10x10x6 226 306 80 204 254 50 24.0250x250x200 10x10x8 226 306 80 213 293 80 26.0300x300x100 12x12x4 264 344 80 216 266 50 32.0300x300x150 12x12x6 264 344 80 229 279 50 32.0300x300x200 12x12x8 264 344 80 239 319 80 33.0300x300x250 12x12x10 264 344 80 251 331 80 34.0350x350x150 14x14x6 272 352 80 254 304 50 34.0350x350x200 14x14x8 272 352 80 264 344 80 35.0350x350x250 14x14x10 272 352 80 277 357 80 38.0350x350x300 14x14x12 272 352 80 289 369 80 39.0400x400x150 16x16x6 295 405 110 274 324 50 47.0400x400x200 16x16x8 295 405 110 283 363 80 51.0400x400x250 16x16x10 295 405 110 293 373 80 47.0400x400x300 16x16x12 295 405 110 305 385 80 53.0400x400x350 16x16x14 295 405 110 315 395 80 54.0450x450x200 18x18x10 339 449 110 316 396 80 66.0450x450x250 18x18x12 339 449 110 329 409 80 66.0450x450x300 18x18x12 339 449 110 329 409 80 71.0450x450x350 18x18x14 339 449 110 330 410 80 72.0450x450x400 18x18x16 339 449 110 330 440 110 75.0500x500x250 20x20x10 370 480 110 355 435 80 93.0500x500x300 20x20x12 370 480 110 355 435 80 96.0500x500x350 20x20x14 370 480 110 356 436 80 97.0500x500x400 20x20x16 370 480 110 356 466 110 107.0500x500x450 20x20x18 370 480 110 365 475 110 102.0600x600x300 24x24x12 434 544 110 405 485 80 112.0600x600x350 24x24x14 434 544 110 406 486 80 123.0600x600x400 24x24x16 434 544 110 406 516 110 126.0600x600x450 24x24x18 434 544 110 428 538 110 130.0600x600x500 24x24x20 434 544 110 428 540 110 137.0

Reducing Tees


Nominal Pipe Size Laying Overall Insertion Laying Overall Insertion WeightLength Length Depth Length Length Depth

half half run branch branch branchrun x run x branch run run

L1 OL1 Ds1 L2 OL2 Ds2

mm inch mm mm mm mm mm mm kg700x700x350 28x28x14 497 637 140 475 555 80 202700x700x400 28x28x16 497 637 140 483 593 110 207700x700x450 28x28x18 497 637 140 483 593 110 209700x700x500 28x28x20 497 637 140 491 601 110 212700x700x600 28x28x24 497 637 140 491 601 110 217750x750x400 30x30x16 523 663 140 501 611 110 245750x750x450 30x30x18 523 663 140 509 619 110 247750x750x500 30x30x20 523 663 140 509 619 110 250750x750x600 30x30x24 523 663 140 517 627 110 256750x750x700 30x30x28 523 663 140 517 657 140 268800x800x400 32x32x16 559 729 170 537 647 110 303800x800x450 32x32x18 559 729 170 537 647 110 306800x800x500 32x32x20 559 729 170 545 655 110 309800x800x600 32x32x24 559 729 170 545 655 110 315800x800x700 32x32x28 559 729 170 553 693 140 329800x800x750 32x32x30 559 729 170 553 693 140 332900x900x450 36x36x18 624 824 200 603 713 110 427900x900x500 36x36x20 624 824 200 603 713 110 430900x900x600 36x36x24 624 824 200 611 721 110 437900x900x700 36x36x28 624 824 200 611 751 140 452900x900x750 36x36x30 624 824 200 618 758 140 458900x900x800 36x36x32 624 824 200 618 788 170 4681000x1000x500 40x40x20 691 891 200 669 779 110 5701000x1000x600 40x40x24 691 891 200 669 779 110 5781000x1000x700 40x40x28 691 891 200 677 817 140 5961000x1000x750 40x40x30 691 891 200 677 817 140 6011000x1000x800 40x40x32 691 891 200 685 855 170 6141000x1000x900 40x40x36 691 891 200 685 885 200 632

Reducing Tees (cont.)


Filament-wound concentric reducers with integral Taper-Taper adhesive bondedsocket endsNominal Pipe Size Laying Overall Overall Insertion Weight

Length Length Length DepthL OL Ds1 Ds2

mm inch mm mm mm mm kg80x50 3x2 74 174 50 50 0.8100x50 4x2 96 196 50 50 1.1100x80 4x3 94 194 50 50 1.3150x80 6x3 117 217 50 50 1.5150x100 6x4 124 224 50 50 1.8200x100 8x4 163 293 80 50 3.3200x150 8x6 129 259 80 50 3.7250x150 10x6 148 278 80 50 6.2250x200 10x8 135 295 80 80 6.2300x200 12x8 180 340 80 80 7.8300x250 12x10 167 327 80 80 8.5350x250 14x10 214 374 80 80 10.2350x300 14x12 208 368 80 80 11.0400x300 16x12 195 385 110 80 13.7400x350 16x14 183 373 110 80 12.8450x400 18x16 128 348 110 110 20.0500x400 20x16 249 469 110 110 21.0500x450 20x18 151 371 110 110 23.0600x400 24x16 486 706 110 110 27.0600x450 24x18 388 608 110 110 26.0600x500 24x20 267 487 110 110 24.0700x400 28x16 796 1046 140 110 62.0700x450 28x18 698 948 140 110 60.0700x500 28x20 577 827 140 110 58.0700x600 28x24 340 590 140 110 52.0750x400 30x16 915 1165 140 110 74.0750x450 30x18 817 1067 140 110 73.0750x500 30x20 696 946 140 110 70.0750x600 30x24 459 709 140 110 64.0750x700 30x28 149 429 140 140 58.0800x400 32x16 1038 1318 170 110 94.0800x450 32x18 940 1212 170 110 92.0800x500 32x20 819 1099 170 110 90.0800x600 32x24 582 862 170 110 83.0800x700 32x28 272 582 170 140 77.0800x750 32x30 153 463 170 140 72.0900x450 36x18 1186 1496 200 110 133.0900x500 36x20 1065 1375 200 110 130.0900x600 36x24 828 1138 200 110 122.0900x700 36x28 518 858 200 140 116.0900x750 36x30 399 739 200 140 111.0900x800 36x32 276 646 200 170 111.01000x500 40x20 1313 1623 200 110 173.01000x600 40x24 1076 1386 200 110 165.01000x700 40x28 766 1106 200 140 157.01000x750 40x30 647 987 200 140 152.01000x800 40x32 524 894 200 170 152.01000x900 40x36 278 678 200 200 146.0

Note: Eccentric Reducers are available on request.

Concentric Reducers


Filament-wound couplings with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Insertion Outside Weight

Length Length Depth DiameterL OL Ds OD

mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 170 50 100 0.7100 4 70 170 50 124 0.9150 6 70 170 50 180 1.5200 8 70 230 80 230 2.5250 10 70 230 80 286 3.4300 12 70 230 80 339 4.5350 14 70 230 80 370 4.8400 16 70 290 110 419 6.4450 18 70 290 110 460 7.3500 20 70 290 110 524 14.4600 24 70 290 110 606 9.8700 28 70 350 140 734 16.3750 30 70 350 140 783 16.6800 32 70 410 170 840 27.0900 36 70 470 200 937 29.01000 40 70 470 200 1038 33.0

Couplings

Filament-wound pipe nipples with integral Taper-Taper adhesive bonded spigot endsNominal Pipe Size Laying gap Insertion Weight

Length DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 125 25 50 0.1100 4 125 25 50 0.1150 6 125 25 50 0.2200 8 190 30 80 0.6250 10 190 30 80 0.8300 12 200 40 80 1.1350 14 200 40 80 1.4400 16 260 40 110 2.2450 18 280 60 110 2.7500 20 280 60 110 3.4600 24 280 60 110 4.4700 28 340 60 140 8.5750 30 340 60 140 9.4800 32 400 60 170 12.4900 36 460 60 200 17.21000 40 460 60 200 21.0

Nipples


Heavy-Duty filament-wound flanges with Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overal Insertion Weight

Length Length DepthL D Ds 1) 2)

mm inch mm mm mm kg50 2 5 55 50 1.580 3 5 55 50 2.2100 4 5 55 50 2.9150 6 5 55 50 3.7200 8 6 56 50 5.5250 10 6 86 80 10.6300 12 6 86 80 15.3350 14 6 86 80 18.7400 16 6 86 80 23.0450 18 6 86 80 24.0500 20 6 116 110 38.0600 24 6 116 110 49.0700 28 6 146 140 67.0750 30 6 146 140 73.0800 32 6 176 170 117.0

Notes:1) Bold insertion depth for subsequent flanges deviates from other fittings.2) The weights shown are for ANSI B16.5 Class 150 drilled flanges. Weights for other

drilling classes may be different. For more detailed information reference is made tothe appropriate product data.

* Heavy Duty Flanges are standard available in drillings according to ANSI and ISO (DIN).** Full-face elastomeric gaskets may be used, suitable for the service pressure, service

temperature and fluid. Shore A durometer hardness of 60 ±5 is recommended and athickness of 3 mm.Compressed fibre gaskets, 3 mm thick, compatible with the pressure, temperatureand medium, may also be used. The mechanical properties should be in accordancewith DIN 3754 (IT 400) or equal.

*** For maximum bolt torque refer to the appropriate Bondstrand literature. Please beaware that excessive torque may result in flange failure and, therefore a torque-wrench is required.

Heavy-Duty Flanges


Filament-wound Stub-end flanges with Taper-Taper adhesive bonded socket endsand steel backing ringsNominal Pipe Size Laying Overall Insertion Ring Weigth Weight

Length Length Depth to GRE steelFace stub- ring

L OL Ds H end 1)

mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 1.880 3 15 65 50 10 0.5 3.2100 4 15 65 50 12 0.8 4.2150 6 15 65 50 13 1.3 5.2200 8 15 95 80 20 2.6 8.5250 10 15 95 80 16 3.1 13.5300 12 15 95 80 18 3.9 23.0350 14 15 95 80 19 3.8 32.0400 16 20 130 110 21 6.9 42.0450 18 20 130 110 24 11.4 40.0500 20 20 130 110 23 12.3 51.0600 24 20 130 110 28 13.0 86.0700 28 20 160 140 29 17.8 100.0750 30 20 160 140 32 19.7 117.0800 32 20 190 170 33 24.0 154.0900 36 20 220 200 36 30.0 197.01000 40 20 220 200 46 35.0 303.0

Notes:1) The weight shown is for ANSI B16.5 Class 150 drilled flanges. Weights for other


* Stub-End Flange Rings are standard available in drillings according to ANSI and ISO(DIN).

** Stub-End Flanges are available with and without O-ring groove in the face.Up to 10 bar stub-ends without grooves can be used with flat elastomeric orcompressed fibre gaskets. For pressures 12 bar and above suitable O-ring seals should be used, available onrequest.

*** Make sure that the O-ring grooved stub-end is compatible with its counter flange,e.g. use a stub-end without groove or another flat surface flange as counter flange.

**** Maximum bolt-torque for use with O-rings seals may be calculated based onpressure, size and number of bolts. If using flat face gaskets (maximum pressure 10bar) refer to the appropriate Bondstrand literature for hubbed flanges.

Stub-end Flanges(Van Stone)

Filament wound adapters and couplings with Key-lock ends.Nominal Pipe Qty Laying Overall Insertion Weight Laying Overall WeightSize of Length Length Depth Length Length

Keys L OL Ds L OLmm inch mm mm mm kg mm mm kg

adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 1 5 100 50 0.5 100 140 1.0100 4 1 5 100 50 0.7 100 140 2.2150 6 1 4 110 50 1.0 127 181 4.3200 8 1 2 150 80 1.9 152 225 6.3250 10 1 3 155 80 2.7 163 242 9.6300 12 1 5 170 80 4.0 186 278 11.6350 14 1 13 180 80 6.4 191 289 15.8400 16 1 15 215 110 8.2 197 302 21.0450 18 1 16 220 110 11.5 204 296 17.8500 20 1 33 240 110 13.9 210 308 22.0600 24 1 34 250 110 16.9 229 340 31.0700 28 2 119 385 140 34.0 277 547 65.0750 30 2 118 385 140 34.0 279 558 83.0800 32 2 130 445 170 49.0 315 629 105.0900 36 2 147 515 200 67.0 356 737 154.01000 40 2 122 475 200 68.0 330 724 103.0

Key-lock Adapters & Couplings

Pipe system is designed for field testing with water at 150% of rated pressure.

Maximum allowable surge pressure is 150% of rated pressure.

Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2

1 inch = 25.4 mm1 Btu.in/ft2h°F = 0.1442 W/mKC = 5/9 (°F-32)

This product literature and the recommendations for usage it contains are based on test datareasonably believed to be reliable. It is intended that this literature be used by personnelhaving specialised training in accordance with currently accepted industry practice andnormal operating conditions. Variation in environment, changes in operating procedures, orextrapolation of data may cause unsatisfactory results. We recommend that your engineersverify the suitability of this product for your intended application. Since we have no controlover the conditions of service, we expressly disclaim responsibility for the results obtainedor for any consequential or incidental damages of any kind incurred.

Conversions

Important Notice

















© Ameron 1998 FP657-12 (8/98). Printed in The Netherlands. Page 1 of 12.

Description




Taper/Taper joint

FP657-12 Fittings & Flanges for 2412/3412. Page 2 of 12.



mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 50 1.0 83.8100 4 1.75 50 1.0 107.2150 6 2.50 50 1.0 161.0200 8 2.50 80 1.0 210.8250 10 2.50 80 1.0 264.9300 12 2.50 80 1.0 315.7350 14 2.50 80 1.5 347.4400 16 2.50 110 1.5 396.7450 18 2.50 110 1.5 436.8500 20 2.50 140 2.0 486.1600 24 2.50 170 2.0 582.6700 28 1.75 170 4.0 708.0750 30 1.75 200 4.0 758.0800 32 1.75 230 4.0 808.0900 36 1.75 260 4.0 908.01000* 40 1.75 290 4.5 1009.01000** 40 1.75 200 4.5 1009.0

Dimensions of the taper-taper joint


fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.2100 4 89 3 0.4150 6 89 3 0.4200 8 89 3 1.0250 10 177 6 1.0300 12 177 6 1.0350 14 177 6 1.0400 16 177 6 2.0450 18 177 6 2.0500 20 177 6 3.0600 24 177 6 4.0700 28 177 6 4.0750 30 177 6 5.0800 32 177 6 6.0900 36 177 6 8.01000* 40 177 6 9.01000** 40 177 6 7.0

* For Bondstrand 2412 only** For Bondstrand 3412 only







mm inch mm mm mm kg50 2 87 137 50 0.680 3 126 176 50 1.1100 4 155 205 50 2.1150 6 240 290 50 4.2200 8 315 395 80 8.6250 10 391 471 80 14.2300 12 463 543 80 21.0350 14 364 444 80 30.0400 16 402 512 110 35.0450 18 472 582 110 49.0500 20 523 663 140 101.0600 24 625 795 170 155.0700 28 726 896 170 188.0750 30 777 977 200 228.0800 32 828 1058 230 290.0900 36 929 1189 260 402.01000* 36 1031 1321 290 568.01000** 40 1031 1231 200 522.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 111 50 0.9100 4 73 123 50 1.3150 6 106 156 50 2.5200 8 137 217 80 6.9250 10 169 249 80 9.8300 12 196 276 80 18.1350 14 125 205 80 19.1400 16 142 252 110 20.0450 18 204 314 110 31.0500 20 225 365 140 67.0600 24 268 438 170 91.0700 28 310 480 170 101.0750 30 331 531 200 131.0800 32 352 582 230 200.0900 36 394 654 260 282.01000* 40 436 726 290 324.01000** 40 436 636 200 262.0


Elbows 45˚





mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 87 50 0.6100 4 43 93 50 0.9150 6 60 110 50 1.4200 8 76 156 80 4.5250 10 68 148 80 6.0300 12 77 157 80 8.9350 14 71 151 80 12.5400 16 85 195 110 13.6450 18 106 216 110 19.7500 20 116 256 140 32.0600 24 136 306 170 73.0700 28 157 327 170 68.0750 30 167 367 200 89.0800 32 177 407 230 138.0900 36 197 457 260 195.01000* 40 217 507 290 224.01000** 40 217 417 200 165.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.380 3 192 292 96 146 50 2.9100 4 230 330 115 165 50 4.0150 6 306 406 153 203 50 8.7200 8 376 536 188 268 80 17.5250 10 452 612 226 306 80 25.0300 12 528 688 264 344 80 44.0350 14 544 704 272 352 80 47.0400 16 590 810 295 405 110 56.0450 18 678 898 339 449 110 67.0500 20 740 1020 370 510 140 127.0600 24 868 1208 434 604 170 138.0700 28 994 1334 497 667 170 303.0750 30 1046 1446 523 723 200 377.0800 32 1118 1578 559 789 230 567.0900 36 1248 1768 624 884 260 799.01000* 40 1382 1962 691 981 290 914.01000** 40 1382 1782 691 891 200 813.0


Tees



Filament-wound 45° lateral with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Laying Overall Insertion Weight

Length Length Length Length DepthL1 OL1 L2 OL2 Ds


Lateral 45˚

Filament-wound cross with integral Taper-Taper adhesive bonded socket endsNominal Pipe Size Laying Overall Laying Overall Insertion Weight

Length Length Length Length Depthrun run branch branchL1 OL1 L2 OL2 Ds


Cross






Reducing Tees





mm inch mm mm mm mm mm mm kg700x700x400 28x28x16 497 667 170 483 593 110 270700x700x450 28x28x18 497 667 170 483 593 110 273700x700x500 28x28x20 497 667 170 491 631 140 280700x700x600 28x28x24 497 667 170 491 661 170 292750x750x400 30x30x16 532 732 200 501 611 110 330750x750x450 30x30x18 532 732 200 509 611 110 334750x750x500 30x30x20 532 732 200 509 649 140 341750x750x600 30x30x24 532 732 200 517 679 170 355750x750x700 30x30x28 532 732 200 517 687 170 365800x800x400 32x32x16 559 789 230 537 647 110 406800x800x450 32x32x18 559 789 230 537 647 110 409800x800x500 32x32x20 559 789 230 545 685 140 505800x800x600 32x32x24 559 789 230 545 715 170 521800x800x700 32x32x28 559 789 230 553 723 170 444800x800x750 32x32x30 559 789 230 553 753 200 456900x900x450 36x36x18 624 884 260 603 713 110 572900x900x500 36x36x20 624 884 260 603 743 140 699900x900x600 36x36x24 624 884 260 603 743 170 705900x900x700 36x36x28 624 884 260 611 781 170 719900x900x750 36x36x30 624 884 260 618 818 200 625900x900x800 36x36x32 624 884 260 618 848 230 7701000x1000x500 40x40x20* 691 981 290 669 809 140 9561000x1000x600 40x40x24* 691 981 290 669 839 170 9771000x1000x700 40x40x28* 691 981 290 677 847 170 8261000x1000x750 40x40x30* 691 981 290 677 877 200 8411000x1000x800 40x40x32* 691 981 290 685 915 230 10381000x1000x900 40x40x36* 691 981 290 685 945 260 10681000x1000x500 40x40x20** 691 891 200 669 809 140 8751000x1000x600 40x40x24** 691 891 200 669 839 170 8961000x1000x700 40x40x28** 691 891 200 677 847 170 7581000x1000x750 40x40x30** 691 891 200 677 877 200 7731000x1000x800 40x40x32** 691 891 200 685 915 230 9561000x1000x900 40x40x36** 691 891 200 685 945 260 987




Concentric Reducers




mm inch mm mm mm mm kg80x50 3x2 74 174 50 50 0.8100x50 4x2 96 196 50 50 1.1100x80 4x3 94 194 50 50 1.3150x80 6x3 117 217 50 50 1.5150x100 6x4 124 224 80 50 1.8200x100 8x4 163 293 80 50 3.3200x150 8x6 129 259 80 80 3.7250x150 10x6 148 278 80 80 6.2250x200 10x8 135 295 80 80 6.2300x200 12x8 180 340 80 80 7.8300x250 12x10 167 327 80 80 8.5350x250 14x10 214 374 80 80 10.2350x300 14x12 208 368 80 80 11.0400x300 16x12 195 385 110 80 13.7400x350 16x14 183 373 110 80 12.8450x400 18x16 128 348 110 110 20.0500x400 20x16 249 499 140 110 29.0500x450 20x18 151 401 140 110 28.0600x400 24x16 486 766 170 110 57.0600x450 24x18 388 668 170 110 49.0600x500 24x20 267 577 170 140 43.0700x400 28x16 796 1076 170 110 83.0700x450 28x18 698 978 170 110 81.0700x500 28x20 577 887 170 140 82.0700x600 28x24 340 680 170 170 80.0750x400 30x16 915 1225 200 110 105.0750x450 30x18 817 1127 200 110 103.0750x500 30x20 696 1036 200 140 104.0750x600 30x24 459 829 200 170 102.0750x700 30x28 149 519 200 170 91.0800x400 32x16 1038 1378 230 110 131.0800x450 32x18 940 1280 230 110 129.0800x500 32x20 819 1189 230 140 157.0800x600 32x24 582 982 230 170 155.0800x700 32x28 272 672 230 170 116.0800x750 32x30 153 583 230 200 118.0900x450 36x18 1186 1556 260 110 184.0900x500 36x20 1065 1465 260 140 223.0900x600 36x24 828 1258 260 170 220.0900x700 36x28 518 948 260 170 175.0900x750 36x30 399 859 260 200 172.0900x800 36x32 276 766 260 230 209.01000x500* 40x20 1313 1743 290 140 310.01000x600 40x24 1076 1536 290 170 307.01000x700 40x28 766 1226 290 170 240.01000x750 40x30 647 1137 290 200 242.01000x800 40x32 524 1044 290 230 294.01000x900 40x36 278 828 290 260 288.01000x500** 40x20 1313 1653 200 140 269.01000x600 40x24 1076 1446 200 170 266.01000x700 40x28 766 1136 200 170 206.01000x750 40x30 647 1047 200 200 208.01000x800 40x32 524 954 200 230 253.01000x900 40x36 278 738 200 260 247.0Note: Eccentric Reducers are available on request




mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 170 50 100 0.7100 4 70 170 50 124 0.9150 6 70 170 50 180 1.5200 8 70 230 80 230 2.5250 10 70 230 80 286 3.4300 12 70 230 80 339 4.5350 14 70 230 80 370 4.8400 16 70 290 110 419 6.4450 18 70 290 110 460 7.3500 20 70 350 140 524 16.7600 24 70 410 170 619 21.0700 28 70 410 170 734 18.3750 30 70 470 200 783 20.0800 32 70 530 230 840 32.0900 36 70 590 260 937 34.01000* 40 70 650 290 1044 38.01000** 40 70 470 200 1036 30.0

Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 125 25 50 0.1100 4 125 25 50 0.1150 6 125 25 50 0.2200 8 190 30 80 0.6250 10 190 30 80 0.8300 12 200 40 80 1.1350 14 200 40 80 1.4400 16 260 40 110 2.4450 18 280 60 110 3.0500 20 340 60 140 4.9600 24 400 60 170 8.3700 28 400 60 170 11.2750 30 460 60 200 14.6800 32 520 60 230 18.6900 36 580 60 260 25.01000* 40 640 60 290 27.01000** 40 460 60 200 21.0


Nipples




Length Length DepthL D Ds (1) (2)

mm inch mm mm mm kg50 2 5 55 50 1.580 3 5 55 50 2.2100 4 5 55 50 2.9150 6 5 55 50 3.7200 8 6 56 50 5.5250 10 6 86 80 10.6300 12 6 86 80 15.3350 14 6 86 80 18.7400 16 6 116 110 30.0450 18 6 116 110 32.0500 20 6 116 110 38.0600 24 6 146 140 61.0700 28 6 176 170 81.0

Notes:(1) Underlined insertion depth for subsequent flanges deviates from other fittings.(2) The weights shown are for ANSI B16.5 Class 150 drilled flanges. Weights for other




*** For maximum bolt torque refer to the appropriate Bondstrand literature. Please beaware that excessive torque may result in flange failure and therefore a torque-wrench is required.

Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 1.880 3 15 65 50 10 0.5 3.2100 4 15 65 50 12 0.8 4.2150 6 15 65 50 13 1.3 5.2200 8 15 95 80 20 2.6 8.5250 10 15 95 80 16 3.1 13.5300 12 15 95 80 18 3.9 23.0350 14 15 95 80 19 3.8 32.0400 16 20 130 110 21 6.9 42.0450 18 20 130 110 24 11.4 40.0500 20 20 160 140 29 15 51.0600 24 20 190 170 35 18 86.0700 28 20 190 170 33 21 100.0750 30 20 220 200 36 26 117.0800 32 20 250 230 38 30 154.0900 36 20 280 260 42 37 197.01000* 40 20 310 290 46 41 303.01000** 40 20 220 200 46 35 303.0


Notes:(1) The weight shown is for ANSI B16.5 Class 150 drilled flanges. Weights for other






Stub-end Flanges

Filament around adapters and couplings with Key-lock ends.Nominal Pipe Qty Laying Overall Insertion Weigth Laying Overall WeigthSize of Length Length Depth Length Length


adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 1 5 100 50 0.5 100 140 1.0100 4 1 5 100 50 0.7 100 140 2.2150 6 1 4 110 50 1.0 127 181 4.3200 8 1 2 150 80 1.9 152 225 6.3250 10 1 3 155 80 2.7 163 242 9.6300 12 1 5 170 80 4.0 186 278 1.6350 14 1 13 180 80 6.4 191 289 15.8400 16 1 15 215 110 8.2 197 302 21.0450 18 1 16 220 110 11.5 204 296 17.8500 20 1 33 270 140 15.3 210 308 22.0600 24 2 76 340 170 22.0 200 375 29.0750 30 2 118 445 200 47.0 279 558 75.0900 36 2 147 575 260 73.0 356 737 155.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice






Bondstrand® Product Data













Description




Taper/Taper joint




mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 50 1.0 83.8100 4 1.75 50 1.0 107.2150 6 2.50 50 1.0 161.0200 8 2.50 80 1.0 210.8250 10 2.50 110 1.0 264.9300 12 2.50 140 1.0 315.7350 14 2.50 140 1.5 347.4400 16 2.50 170 1.5 396.7450 18 2.50 170 1.5 436.8500 20 2.50 140 2.0 486.1600 24 2.50 170 2.0 582.6700 28 1.75 230 4.0 708.0750 30 1.75 260 4.0 758.0800 32 1.75 230 5.5 811.0900 36 1.75 260 6.0 912.0



fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.2100 4 89 3 0.4150 6 89 3 0.4200 8 89 3 1.0250 10 177 6 1.0300 12 177 6 2.0350 14 177 6 2.0400 16 177 6 3.0450 18 177 6 3.0500 20 177 6 3.0600 24 177 6 3.0700 28 177 6 6.0750 30 177 6 7.0800* 32 177 6 6.0900** 36 177 6 8.0



FP657-14 Fittings & Flanges for 2414/3414 . Page 3 of 12.



mm inch mm mm mm kg50 2 87 137 50 0.680 3 126 176 50 1.1100 4 155 205 50 2.1150 6 240 290 50 4.2200 8 315 395 80 12.0250 10 391 501 110 16.1300 12 463 603 140 26.0350 14 364 504 140 37.0400 16 402 572 170 53.0450 18 472 642 170 76.0500 20 523 663 140 101.0600 24 625 795 170 155.0700 28 726 956 230 238.0750 30 777 1037 260 290.0800 32 828 1058 230 290.0900 36 929 1189 260 402.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 111 50 0.9100 4 73 123 50 1.3150 6 106 156 50 2.5200 8 137 217 80 7.4250 10 169 279 110 12.4300 12 196 336 140 22.0350 14 125 265 140 29.0400 16 142 312 170 41.0450 18 204 374 170 54.0500 20 225 365 140 67.0600 24 268 438 170 91.0700 28 310 540 230 177.0750 30 331 591 260 226.0800 32 352 582 230 200.0900 36 394 654 260 275.0

Elbows 45˚




mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 87 50 0.6100 4 43 93 50 0.9150 6 60 110 50 1.4200 8 76 156 80 5.1250 10 68 178 110 9.7300 12 77 217 140 15.5350 14 71 211 140 21.0400 16 85 255 170 24.0450 18 106 276 170 39.0500 20 116 256 140 32.0600 24 136 306 170 73.0700 28 157 387 230 123.0750 30 167 427 260 158.0800 32 177 407 230 138.0900 36 197 457 260 195.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.380 3 192 292 96 146 50 2.9100 4 230 330 115 165 50 4.0150 6 306 406 153 203 50 8.7200 8 376 536 188 268 80 21.0250 10 452 672 226 336 110 31.0300 12 528 808 264 404 140 50.0350 14 544 824 272 412 140 55.0400 16 590 930 295 465 170 87.0450 18 678 1018 339 509 170 103.0500 20 740 1020 370 510 140 127.0600 24 868 1208 434 604 170 138.0700 28 994 1454 497 727 230 476.0750 30 1046 1566 523 783 260 591.0800 32 1118 1578 559 789 230 567.0900 36 1248 1768 624 884 260 799.0

Tees






Reducing Tees





mm inch mm mm mm mm mm mm kg700x700x400 28x28x16 497 727 230 483 653 170 423700x700x450 28x28x18 497 727 230 483 653 170 428700x700x500 28x28x20 497 727 230 491 631 140 364700x700x600 28x28x24 497 727 230 491 661 170 377750x750x400 30x30x16 523 783 260 501 671 170 516750x750x450 30x30x18 523 783 260 509 679 170 522750x750x500 30x30x20 523 783 260 509 649 140 444750x750x600 30x30x24 523 783 260 517 687 170 460750x750x700 30x30x28 523 783 260 517 747 230 573800x800x400 32x32x16 559 789 230 537 707 170 500800x800x450 32x32x18 559 789 230 537 707 170 504800x800x500 32x32x20 559 789 230 545 685 140 505800x800x600 32x32x24 559 789 230 545 715 170 521800x800x700 32x32x28 559 789 230 553 783 230 552800x800x750 32x32x30 559 789 230 553 813 260 567900x900x450 36x36x18 624 884 260 603 773 170 699900x900x500 36x36x20 624 884 260 603 743 140 699900x900x600 36x36x24 624 884 260 611 781 170 719900x900x700 36x36x28 624 884 260 611 841 230 753900x900x750 36x36x30 624 884 260 618 878 260 771900x900x800 36x36x32 624 884 260 618 848 230 770





mm inch mm mm mm mm kg80x50 3x2 74 174 50 50 0.8100x50 4x2 96 196 50 50 1.1100x80 4x3 94 194 50 50 1.3150x80 6x3 117 217 50 50 1.8150x100 6x4 124 224 50 50 1.8200x100 8x4 163 293 80 50 4.3200x150 8x6 129 259 80 50 4.3250x150 10x6 148 308 110 50 6.2250x200 10x8 135 325 110 80 6.9300x200 12x8 180 400 140 80 9.9300x250 12x10 167 417 140 110 10.8350x250 14x10 214 464 140 110 17.0350x300 14x12 208 488 140 140 16.8400x300 16x12 195 505 170 140 22.0400x350 16x14 183 493 170 140 23.0450x400 18x16 128 468 170 170 27.0500x400 20x16 249 559 140 170 34.0500x450 20x18 151 461 140 170 33.0600x400 24x16 486 826 170 170 52.0600x450 24x18 388 728 170 170 50.0600x500 24x20 267 577 170 140 43.0700x400 28x16 796 1196 230 170 142.0700x450 28x18 698 1098 230 170 140.0700x500 28x20 577 947 230 140 111.0700x600 28x24 340 740 230 170 109.0750x400 30x16 915 1345 260 170 177.0750x450 30x18 817 1247 260 170 175.0750x500 30x20 696 1096 260 140 141.0750x600 30x24 459 889 260 170 139.0750x700 30x28 149 639 260 230 165.0800x400 32x16 1038 1438 230 170 167.0800x450 32x18 940 1340 230 170 165.0800x500 32x20 819 1189 230 140 157.0800x600 32x24 582 982 230 170 155.0800x700 32x28 272 732 230 230 156.0800x750 32x30 153 643 230 260 159.0900x450 36x18 1186 1616 260 170 232.0900x500 36x20 1065 1465 260 170 223.0900x600 36x24 828 1258 260 170 220.0900x700 36x28 518 1008 260 230 222.0900x750 36x30 399 919 260 260 225.0900x800 36x32 276 766 260 230 209.0

Note: Eccentric Reducers are available on request

Concentric Reducers




mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 170 50 100 0.7100 4 70 170 50 124 0.9150 6 70 170 50 180 1.5200 8 70 230 80 230 2.5250 10 70 290 110 286 4.0300 12 70 350 140 339 9.8350 14 70 350 140 370 10.5400 16 70 410 170 419 13.2450 18 70 410 170 460 9.0500 20 70 350 140 524 16.7600 24 70 410 170 619 21.0700 28 70 530 230 745 34.0750 30 70 590 260 795 39.0800 32 70 530 230 840 29.0900 36 70 590 260 945 41.0

Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 125 25 50 0.1100 4 125 25 50 0.1150 6 125 25 50 0.3200 8 190 30 80 0.6250 10 250 30 110 1.3300 12 320 40 140 2.3350 14 320 40 140 2.8400 16 380 40 170 4.3450 18 400 60 170 5.2500 20 340 60 140 5.2600 24 400 60 170 8.3700 28 520 60 230 16.5750 30 580 60 260 21.0800 32 520 60 230 22.0900 36 580 60 260 31.0

Nipples




mm inch mm mm mm kg50 2 5 55 50 1.580 3 5 55 50 2.2100 4 5 55 50 2.9150 6 5 55 50 3.7200 8 6 86 80 8.4250 10 6 86 80 10.6300 12 6 116 110 21.0350 14 6 116 110 25.0400 16 6 116 110 30.0450 18 6 146 140 41.0500 20 6 146 140 48.0600 24 6 176 170 74.0






Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 1.880 3 15 65 50 10 0.5 3.2100 4 15 65 50 12 0.8 4.2150 6 15 65 50 13 1.3 5.2200 8 15 95 80 20 2.6 8.5250 10 15 125 110 23 4 13.5300 12 15 155 140 26 5.9 23.0350 14 15 155 140 27 5.8 32.0400 16 20 190 170 32 9.6 42.0450 18 20 190 170 35 16.1 40.0500 20 20 160 140 29 15 51.0600 24 20 190 170 35 18 86.0700 28 20 250 230 38 26 100.0750 30 20 280 260 41 31 117.0800 32 20 250 230 48 29 154.0900 36 20 280 260 53 36 197.0







Stub-end Flanges




adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 1 5 100 50 0.5 100 140 1.0100 4 1 5 100 50 0.7 100 140 2.2150 6 1 4 110 50 1.0 127 181 4.3200 8 1 2 150 80 1.9 152 225 6.3250 10 1 3 185 110 3.1 163 242 9.6300 12 1 5 230 140 5.2 186 278 11.4350 14 1 18 245 140 8.4 191 289 15.8400 16 1 15 275 170 10.0 197 302 20.0450 18 2 61 325 170 16.5 204 392 27.0500 20 2 83 320 140 18.3 210 409 32.0600 24 2 76 340 170 22.0 200 375 29.0750 30 2 118 505 260 52.0 279 558 75.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice















Description




Taper/Taper joint




mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 50 1.0 83.8100 4 1.75 50 1.0 107.2150 6 2.50 50 1.0 161.0200 8 2.50 80 1.0 210.8250 10 2.50 110 1.0 264.9300 12 2.50 140 1.0 315.7350 14 2.50 140 1.5 347.4400 16 2.50 170 1.5 396.7450 18 2.50 170 1.5 436.8500 20 2.50 200 2.0 486.1600 24 2.50 230 2.5 583.6700 28 1.75 230 5.5 711.0750 30 1.75 260 6.0 762.0800 32 1.75 290 5.5 811.0900* 36 1.75 350 6.0 912.0900** 36 1.75 260 6.0 912.0




fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.2100 4 89 3 0.4150 6 89 3 0.4200 8 89 3 1.0250 10 177 6 1.0300 12 177 6 2.0350 14 177 6 2.0400 16 177 6 3.0450 18 177 6 3.0500 20 177 6 3.0600 24 177 6 4.0700 28 177 6 6.0750 30 177 6 7.0800 32 177 6 8.0900* 36 177 6 10.0900** 36 177 6 8.0







mm inch mm mm mm kg50 2 87 137 50 0.680 3 126 176 50 1.1100 4 155 205 50 2.1150 6 240 290 50 4.2200 8 315 395 80 12.0250 10 391 501 110 16.1300 12 463 603 140 26.0350 14 364 504 140 37.0400 16 402 572 170 53.0450 18 472 642 170 76.0500 20 523 723 200 125.0600 24 625 855 230 228.0700 28 726 956 230 238.0750 30 777 1037 260 290.0800 32 828 1118 290 364.0900* 36 929 1279 350 595.0900** 36 929 1189 260 544.0


Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 111 50 0.9100 4 73 123 50 1.3150 6 106 156 50 2.5200 8 137 217 80 7.4250 10 169 279 110 12.4300 12 196 336 140 22.0350 14 125 265 140 29.0400 16 142 312 170 41.0450 18 204 374 170 54.0500 20 225 425 200 75.0600 24 268 498 230 130.0700 28 310 540 230 177.0750 30 331 591 260 226.0800 32 352 642 290 272.0900* 36 394 744 350 463.0900** 36 394 654 260 382.0


Elbows 45˚




mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 87 50 0.6100 4 43 93 50 0.9150 6 60 110 50 1.4200 8 76 156 80 5.1250 10 68 178 110 9.7300 12 77 217 140 15.5350 14 71 211 140 21.0400 16 85 255 170 24.0450 18 106 276 170 39.0500 20 116 316 200 56.0600 24 136 366 230 93.0700 28 157 387 230 123.0750 30 167 427 260 158.0800 32 177 467 290 198.0900* 36 197 547 350 343.0900** 36 197 457 260 266.0


Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.380 3 192 292 96 146 50 2.9100 4 230 330 115 165 50 4.0150 6 306 406 153 203 50 8.7200 8 376 536 188 268 80 21.0250 10 452 672 226 336 110 31.0300 12 528 808 264 404 140 50.0350 14 544 824 272 412 140 55.0400 16 590 930 295 465 170 87.0450 18 678 1018 339 509 170 103.0500 20 740 1140 370 570 200 209.0600 24 868 1328 434 664 230 351.0700 28 994 1454 497 727 230 476.0750 30 1046 1566 523 783 260 591.0800 32 1118 1698 559 849 290 727.0900* 36 1248 1948 624 974 350 1213.0900** 36 1248 1768 624 884 260 1080.0


Tees






Reducing Tees





mm inch mm mm mm mm mm mm kg700x700x400 28x28x16 497 727 230 485 655 170 423700x700x450 28x28x18 497 727 230 483 653 170 428700x700x500 28x28x20 497 727 230 491 691 200 440700x700x600 28x28x24 497 727 230 491 721 230 458750x750x400 30x30x16 523 783 260 501 671 170 516750x750x450 30x30x18 523 783 260 509 679 170 522750x750x500 30x30x20 523 783 260 509 709 200 534750x750x600 30x30x24 523 783 260 517 747 230 555750x750x700 30x30x28 523 783 260 517 747 230 573800x800x400 32x32x16 559 849 290 537 707 170 628800x800x450 32x32x18 559 849 290 537 707 170 633800x800x500 32x32x20 559 849 290 545 745 200 647800x800x600 32x32x24 559 849 290 545 775 230 667800x800x700 32x32x28 559 849 290 553 783 230 689800x800x750 32x32x30 559 849 290 553 813 260 706900x900x450* 36x36x18 624 974 350 603 773 170 1035900x900x500* 36x36x20 624 974 350 603 803 200 1052900x900x600* 36x36x24 624 974 350 611 841 230 1082900x900x700* 36x36x28 624 974 350 611 841 230 964900x900x750* 36x36x30 624 974 350 618 878 260 986900x900x800* 36x36x32 624 974 350 618 908 290 1008900x900x450** 36x36x18 624 884 260 603 773 170 947900x900x500** 36x36x20 624 884 260 603 803 200 975900x900x600** 36x36x24 624 884 260 611 841 230 878900x900x700** 36x36x28 624 884 260 611 841 230 887900x900x750** 36x36x30 624 884 260 618 878 260 909900x900x800** 36x36x32 624 884 260 618 908 290 931





mm inch mm mm mm mm kg80x50 3x2 74 174 50 50 0.8100x50 4x2 96 196 50 50 1.1100x80 4x3 94 194 50 50 1.3150x80 6x3 117 217 50 50 1.5150x100 6x4 124 224 50 50 1.8200x100 8x4 163 293 80 50 4.3200x150 8x6 129 259 80 50 4.3250x150 10x6 148 308 110 50 6.2250x200 10x8 135 325 110 80 6.9300x200 12x8 180 400 140 80 9.9300x250 12x10 167 417 140 110 10.8350x250 14x10 214 464 140 110 17.0350x300 14x12 208 488 140 140 16.8400x300 16x12 195 505 170 140 22.0400x350 16x14 183 493 170 140 23.0450x400 18x16 128 468 170 170 27.0500x400 20x16 249 619 200 170 36.0500x450 20x18 151 521 200 170 35.0600x400 24x16 486 886 230 170 70.0600x450 24x18 388 788 230 170 70.0600x500 24x20 267 697 230 200 70.0700x400 28x16 796 1196 230 170 141.0700x450 28x18 698 1098 230 170 140.0700x500 28x20 577 1007 230 200 142.0700x600 28x24 340 800 230 230 142.0750x400 30x16 915 1345 260 170 177.0750x450 30x18 817 1247 260 170 175.0750x500 30x20 696 1156 260 200 177.0750x600 30x24 459 949 260 230 177.0750x700 30x28 149 639 260 230 165.0800x400 32x16 1038 1498 290 170 216.0800x450 32x18 940 1400 290 170 214.0800x500 32x20 819 1309 290 200 217.0800x600 32x24 582 1102 290 230 217.0800x700 32x28 272 792 290 230 203.0800x750 32x30 153 703 290 260 207.0900x450* 36x18 1186 1706 350 170 358.0900x500* 36x20 1065 1615 350 200 362.0900x600* 36x24 828 1408 350 230 361.0900x700* 36x28 518 1098 350 230 300.0900x750* 36x30 399 1009 350 260 304.0900x800* 36x32 276 916 350 290 307.0900x450** 36x18 1186 1616 260 170 314.0900x500** 36x20 1065 1525 260 200 314.0900x600** 36x24 828 1318 260 230 268.0900x700** 36x28 518 1008 260 230 261.0900x750** 36x30 399 919 260 260 265.0900x800** 36x32 276 826 260 290 269.0


Note: Eccentric Reducers are available on request.

Concentric Reducers





mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 170 50 100 0.7100 4 70 170 50 124 0.9150 6 70 170 50 180 1.5200 8 70 230 80 230 2.5250 10 70 290 110 286 4.0300 12 70 350 140 350 9.8350 14 70 350 140 381 10.5400 16 70 410 170 430 13.2450 18 70 410 170 460 9.0500 20 70 470 200 524 21.0600 24 70 530 230 619 24.0700 28 70 530 230 745 31.0750 30 70 590 260 795 34.0800 32 70 650 290 840 32.0900* 36 70 770 350 951 50.0900** 36 70 590 260 945 41.0


Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 125 25 50 0.1100 4 125 25 50 0.1150 6 125 25 50 0.3200 8 190 30 80 0.7250 10 250 30 110 1.3300 12 320 40 140 2.4350 14 320 40 140 3.0400 16 380 40 170 4.6450 18 400 60 170 5.6500 20 460 60 200 8.3600 24 520 60 230 13.3700 28 520 60 230 19.7750 30 580 60 260 26.0800 32 640 60 290 30.0900* 36 760 60 350 39.0900** 36 580 60 260 31.0


Nipples



Length Length DepthL D Ds 1) 2)

mm inch mm mm mm kg50 2 5 55 50 1.580 3 5 55 50 2.2100 4 5 55 50 2.9150 6 5 55 50 3.7200 8 6 86 80 8.4250 10 6 116 110 14.3300 12 6 116 110 21.0350 14 6 116 110 25.0400 16 6 146 140 38.0450 18 6 146 140 41.0500 20 6 176 170 58.0

Notes:1) Underlined insertion depth for subsequent flanges deviates from other fittings.2) The weights shown are for ANSI B16.5 Class 150 drilled flanges. Weights for other


* Heavy Duty Flanges are standard available in drillings according to ANSI and ISO(DIN).

** Full-face elastomeric gaskets may be used, suitable for the service pressure, servicetemperature and fluid. Shore A durometer hardness of 60 ±5 is recommended and athickness of 3 mm.Compressed fibre gaskets, 3 mm thick, compatible with the pressure, temperatureand medium, may also be used. The mechanical properties should be in accordancewith DIN 3754 (IT 400) or equal.


Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 1.880 3 15 65 50 10 0.5 3.2100 4 15 65 50 12 0.8 4.2150 6 15 65 50 13 1.3 5.2200 8 15 95 80 20 2.6 8.5250 10 15 125 110 23 4.0 13.5300 12 15 155 140 26 5.9 23.0350 14 15 155 140 27 5.8 32.0400 16 20 190 170 32 9.6 42.0450 18 20 190 170 35 16.1 40.0500 20 20 220 200 39 19.8 51.0600 24 20 250 230 47 22 86.0700 28 20 250 230 51 26 100.0750 30 20 280 260 46 29 117.0800 32 20 310 290 48 34 154.0900* 36 20 370 350 53 41 197.0900** 36 20 280 260 53 36 197.0








Stub-end FlangesVan Stone




adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 1 5 100 50 0.5 100 140 1.0100 4 1 5 100 50 0.7 100 140 2.2150 6 1 4 110 50 1.0 127 181 4.3200 8 1 2 150 80 1.9 152 225 6.3250 10 1 3 185 110 3.1 163 242 9.6300 12 1 5 230 140 5.2 186 278 11.6350 14 1 18 245 140 8.4 191 289 15.6400 16 2 15 275 170 12.7 197 426 38.0450 18 2 61 325 170 16.5 204 392 27.0500 20 2 83 380 200 21.0 210 409 32.0600 24 2 76 400 230 25.0 200 375 29.0750 30 2 118 505 260 51.0 279 558 75.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice














Description




Taper/Taper joint

FP657-20 Fittings & Flanges for 2420/3420.Page 2 of 12.



mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 50 1.0 83.8100 4 1.75 50 1.0 107.2150 6 2.50 80 1.0 161.0200 8 2.50 80 1.0 210.8250 10 2.50 110 1.0 264.9300 12 2.50 140 1.0 315.7350 14 2.50 140 1.5 347.4400 16 2.50 170 1.5 396.7450 18 2.50 170 1.5 436.8500 20 2.50 200 2.0 486.1600 24 2.50 230 2.5 583.6700 28 1.75 290 5.5 711.0



fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.2100 4 89 3 0.4150 6 89 3 0.8200 8 177 6 1.0250 10 177 6 1.0300 12 177 6 2.0350 14 177 6 2.0400 16 177 6 3.0450 18 177 6 3.0500 20 177 6 3.0600 24 177 6 5.0700 28 177 6 7.0






mm inch mm mm mm kg50 2 87 137 50 0.680 3 126 176 50 1.1100 4 155 205 50 2.1150 6 240 320 80 5.8200 8 315 395 80 12.0250 10 391 501 110 16.1300 12 463 603 140 26.0350 14 364 504 140 37.0400 16 402 572 170 53.0450 18 472 642 170 76.0500 20 523 723 200 125.0600 24 625 855 230 228.0700 28 726 1016 290 293.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 111 50 0.9100 4 73 123 50 1.3150 6 106 186 80 3.9200 8 137 217 80 7.4250 10 169 279 110 12.4300 12 196 336 140 22.0350 14 125 265 140 29.0400 16 142 312 170 41.0450 18 204 374 170 54.0500 20 225 425 200 75.0600 24 268 498 230 130.0700 28 310 600 290 229.0

Elbows 45˚




mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 87 50 0.6100 4 43 93 50 0.9150 6 60 140 80 2.8200 8 76 156 80 5.1250 10 68 178 110 9.7300 12 77 217 140 15.5350 14 71 211 140 21.0400 16 85 255 170 24.0450 18 106 276 170 39.0500 20 116 316 200 56.0600 24 136 366 230 93.0700 28 157 447 290 173.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.380 3 192 292 96 146 50 2.9100 4 230 330 115 165 50 4.0150 6 306 466 153 233 80 11.9200 8 376 536 188 268 80 21.0250 10 452 672 226 336 110 21.0300 12 528 808 264 404 140 50.0350 14 544 824 272 412 140 55.0400 16 590 930 295 465 170 87.0450 18 678 1018 339 509 170 103.0500 20 740 1140 370 570 200 209.0600 24 868 1328 434 664 230 351.0700 28 994 1574 497 787 290 599.0

Tees





mm inch mm mm mm mm mm mm kg80x80x50 3x3x2 96 146 50 86 136 50 2.7100x100x50 4x4x2 115 165 50 99 149 50 3.8100x100x80 4x4x3 115 165 50 108 158 50 4.0150x150x50 6x6x2 153 233 80 124 174 50 10.9150x150x80 6x6x3 153 233 80 134 184 50 12.0150x150x100 6x6x4 153 233 80 140 190 50 12.2200x200x80 8x8x3 188 268 80 159 209 50 16.0200x200x100 8x8x4 188 268 80 172 222 50 16.7200x200x150 8x8x6 188 268 80 178 258 80 17.9250x250x100 10x10x4 226 336 110 194 244 50 29.0250x250x150 10x10x6 226 336 110 204 284 80 32.0250x250x200 10x10x8 226 336 110 213 293 80 34.0300x300x100 12x12x4 264 404 140 216 266 50 43.0300x300x150 12x12x6 264 404 140 229 309 80 44.0300x300x200 12x12x8 264 404 140 239 319 80 45.0300x300x250 12x12x10 264 404 140 251 361 110 51.0350x350x150 14x14x6 272 412 140 254 334 80 42.0350x350x200 14x14x8 272 412 140 264 344 80 54.0350x350x250 14x14x10 272 412 140 277 387 110 62.0350x350x300 14x14x12 272 412 140 289 429 140 66.0400x400x150 16x16x6 295 465 170 274 354 80 55.0400x400x200 16x16x8 295 465 170 283 363 80 56.0400x400x250 16x16x10 295 465 170 293 403 110 63.0400x400x300 16x16x12 295 465 170 305 445 140 67.0400x400x350 16x16x14 295 465 170 315 455 140 71.0450x450x200 18x18x8 339 509 170 316 396 80 100.0450x450x250 18x18x10 339 509 170 329 439 110 104.0450x450x300 18x18x12 339 509 170 329 469 140 107.0450x450x350 18x18x14 339 509 170 330 470 140 137.0450x450x400 18x18x16 339 509 170 330 500 170 143.0500x500x250 20x20x10 370 570 200 355 465 110 180.0500x500x300 20x20x12 370 570 200 355 495 140 186.0500x500x350 20x20x14 370 570 200 356 496 140 188.0500x500x400 20x20x16 370 570 200 356 526 170 195.0500x500x450 20x20x18 370 570 200 365 535 170 200.0600x600x300 24x24x12 434 664 230 405 545 140 211.0600x600x350 24x24x14 434 664 230 406 546 140 281.0600x600x400 24x24x16 434 664 230 406 576 170 220.0600x600x450 24x24x18 434 664 230 428 598 170 239.0600x600x500 24x24x20 434 664 230 428 628 200 279.0700x700x400 28x28x16 497 787 290 483 653 170 520.0700x700x450 28x28x18 497 787 290 483 653 170 525.0700x700x500 28x28x20 497 787 290 491 691 200 539.0700x700x600 28x28x24 497 787 290 491 721 230 560.0

Reducing Tees




mm inch mm mm mm mm kg80x50 3x2 74 174 50 50 0.8100x50 4x2 96 196 50 50 1.1100x80 4x3 94 194 50 50 1.3150x80 6x3 117 247 80 50 2.2150x100 6x4 124 254 80 50 2.4200x100 8x4 163 293 80 50 4.3200x150 8x6 129 289 80 80 5.1250x150 10x6 148 338 110 80 6.8250x200 10x8 135 325 110 80 6.9300x200 12x8 180 400 140 80 9.9300x250 12x10 167 417 140 110 10.8350x250 14x10 214 464 140 110 17.0350x300 14x12 208 488 140 140 16.8400x300 16x12 195 505 170 140 22.0400x350 16x14 183 493 170 140 23.0450x400 18x16 128 468 170 170 27.0500x400 20x16 249 619 200 170 36.0500x450 20x18 151 521 200 170 35.0600x400 24x16 486 886 230 170 70.0600x450 24x18 388 788 230 170 70.0600x500 24x20 267 697 230 200 70.0700x400 28x16 796 1256 290 170 180.0700x450 28x18 698 1158 290 170 156.0700x500 28x20 577 1067 290 200 181.0700x600 28x24 340 860 290 230 132.0


Concentric Reducers




mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 170 50 100 0.7100 4 70 170 50 124 0.9150 6 70 230 80 180 1.9200 8 70 230 80 230 2.5250 10 70 290 110 286 4.0300 12 70 350 140 350 9.8350 14 70 350 140 381 10.5400 16 70 410 170 430 13.2450 18 70 410 170 460 9.0500 20 70 470 200 524 21.0600 24 70 530 230 619 24.0700 28 70 650 290 745 35.0

Couplings


Lenght DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 125 25 50 0.1100 4 125 25 50 0.1150 6 185 25 80 0.5200 8 190 30 80 0.7250 10 250 30 110 1.4300 12 320 40 140 2.5350 14 320 40 140 3.1400 16 380 40 170 4.8450 18 400 60 170 5.8500 20 460 60 200 8.7600 24 520 60 230 13.9700 28 640 60 290 27.0

Nipples



Length Length DepthL D Ds (1)

mm inch mm mm mm kg50 2 5 55 50 1.580 3 5 55 50 2.2100 4 5 55 50 2.9150 6 5 85 80 5.8200 8 6 86 80 8.4250 10 6 116 110 14.3300 12 6 146 140 26.0350 14 6 146 140 33.0400 16 6 176 170 46.0450 18 6 176 170 49.0

Notes:(1) The weights shown are for ANSI B16.5 Class 150 drilled flanges. Weights for other


* Heavy Duty Flanges are standard available in drillings according to ANSI and ISO(DIN).

** Full-face elastomeric gaskets may be used, suitable for the service pressure, servicetemperature and fluid. Shore A durometer hardness of 60 ±5 is recommended and athickness of 3 mm.Compressed fibre gaskets, 3 mm thick, compatible with the pressure, temperatureand medium, may also be used. The mechanical properties should be in accordancewith DIN 3754 (IT 400) or equal.


Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 1.880 3 15 65 50 10 0.5 3.2100 4 15 65 50 12 0.8 4.2150 6 15 95 80 16 1.8 5.2200 8 15 95 80 20 2.6 8.5250 10 15 125 110 23 4.0 13.5300 12 15 155 140 26 5.9 23.0350 14 15 155 140 27 5.8 32.0400 16 20 190 170 32 9.6 42.0450 18 20 190 170 35 16.1 40.0500 20 20 220 200 39 19.8 51.0600 24 20 250 230 47 22 86.0700 28 20 310 290 51 29 100.0







Stub-end Flanges




adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 1 5 100 50 0.5 100 140 1.0100 4 1 5 100 50 0.7 100 140 2.2150 6 1 4 140 80 1.3 127 181 4.3200 8 1 2 150 80 1.9 152 225 6.3250 10 1 3 185 110 3.1 163 242 9.6300 12 2 60 285 140 6.7 186 386 25.0350 14 2 73 300 140 10.7 191 403 29.0400 16 2 80 340 170 10.2 197 426 38.0450 18 2 61 325 170 16.5 204 392 27.0500 20 2 83 380 200 21.0 210 409 32.0600 24 2 98 450 230 33.0 261 519 71.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice















Description




Taper/Taper joint




mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 80 1.0 83.8100 4 1.75 80 1.0 107.2150 6 2.50 110 1.0 161.0200 8 2.50 140 1.0 210.8250 10 2.50 170 1.5 265.9300 12 2.50 200 1.5 316.7350 14 2.50 170 2.0 348.4400 16 2.50 230 2.5 398.7450 18 2.50 200 2.5 438.8500 20 2.50 230 3.0 488.1600 24 2.50 260 3.5 585.6700* 28 1.75 350 7.0 714.0700** 28 1.75 260 7.0 714.0



fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.4100 4 89 3 0.6150 6 89 3 1.0200 8 177 6 1.0250 10 177 6 2.0300 12 177 6 2.0350 14 177 6 2.0400 16 177 6 3.0450 18 177 6 3.0500 20 177 6 4.0600 24 177 6 5.0700 28 177 6 8.0700 28 177 6 6.0








mm inch mm mm mm kg50 2 87 137 50 0.680 3 110 190 80 2.1100 4 155 235 80 3.8150 6 240 350 110 8.7200 8 315 455 140 24.0250 10 391 561 170 39.0300 12 463 663 200 61.0350 14 374 544 170 51.0400 16 402 632 230 84.0450 18 497 679 200 87.0500 20 548 778 230 173.0600 24 650 910 260 266.0700* 28 726 1076 350 365.0700** 28 726 986 260 358.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 141 80 1.7100 4 73 153 80 2.4150 6 106 216 110 7.0200 8 137 277 140 15.5250 10 169 339 170 32.0300 12 196 396 200 47.0350 14 135 305 170 38.0400 16 142 372 230 80.0450 18 229 429 200 78.0500 20 250 480 230 109.0600 24 293 553 260 184.0700* 28 310 660 350 333.0700** 28 310 570 260 271.0

Elbows 45˚






mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 117 80 1.5100 4 43 123 80 2.0150 6 60 170 110 5.9200 8 76 216 140 10.5250 10 68 238 170 19.1300 12 77 277 200 32.0350 14 81 251 170 26.0400 16 85 315 230 57.0450 18 131 331 200 51.0500 20 141 371 230 71.0600 24 161 421 260 114.0700* 28 157 507 350 221.0700** 28 157 417 260 170.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.680 3 192 352 96 176 80 3.6100 4 230 390 115 195 80 6.4150 6 306 526 153 263 110 18.0200 8 376 656 188 328 140 37.0250 10 452 792 226 396 170 55.0300 12 528 928 264 464 200 92.0350 14 564 904 282 452 170 80.0400 16 590 1050 295 525 230 126.0450 18 728 1128 364 564 200 218.0500 20 790 1250 395 625 230 297.0600 24 918 1438 459 719 260 483.0700* 28 994 1694 497 847 350 828.0700** 28 994 1514 497 757 260 726.0

Tees







mm inch mm mm mm mm mm mm kg80x80x50 3x3x2 96 176 80 86 136 50 3.0100x100x50 4x4x2 115 195 80 99 149 50 5.4100x100x80 4x4x3 115 195 80 108 188 80 5.5150x150x50 6x6x2 153 263 110 124 174 50 12.2150x150x80 6x6x3 153 263 110 134 214 80 12.6150x150x100 6x6x4 153 263 110 140 220 80 13.7200x200x80 8x8x3 188 328 140 159 239 80 19.3200x200x100 8x8x4 188 328 140 172 252 80 26.0200x200x150 8x8x6 188 328 140 178 288 110 33.0250x250x100 10x10x4 226 396 170 194 274 80 42.0250x250x150 10x10x6 226 396 170 204 314 110 42.0250x250x200 10x10x8 226 396 170 213 353 140 53.0300x300x100 12x12x4 264 464 200 216 296 80 60.0300x300x150 12x12x6 264 464 200 229 339 110 86.0300x300x200 12x12x8 264 464 200 239 379 140 90.0300x300x250 12x12x10 264 464 200 251 421 170 92.0350x350x150 14x14x6 282 452 170 254 364 110 66.0350x350x200 14x14x8 282 452 170 264 404 80 69.0350x350x250 14x14x10 282 452 170 277 447 170 74.0350x350x300 14x14x12 282 452 170 289 489 200 79.0400x400x150 16x16x6 295 525 230 274 384 110 97.0400x400x200 16x16x8 295 525 230 283 423 140 102.0400x400x250 16x16x10 295 525 230 293 463 170 107.0400x400x300 16x16x12 295 525 230 305 505 200 117.0400x400x350 16x16x14 295 525 230 325 495 170 100.0450x450x200 18x18x8 364 564 200 316 456 140 158.0450x450x250 18x18x10 364 564 200 329 499 170 165.0450x450x300 18x18x12 364 564 200 329 529 200 172.0450x450x350 18x18x14 364 564 200 340 510 170 172.0450x450x400 18x18x16 364 564 200 330 560 230 182.0500x500x250 20x20x10 395 625 230 355 525 170 257.0500x500x300 20x20x12 395 625 230 355 555 200 265.0500x500x350 20x20x14 395 625 230 366 536 170 267.0500x500x400 20x20x16 395 625 230 356 586 230 279.0500x500x450 20x20x18 395 625 230 390 590 200 285.0600x600x300 24x24x12 459 719 260 405 605 200 422.0600x600x350 24x24x14 459 719 260 416 586 170 423.0600x600x400 24x24x16 459 719 260 406 636 230 438.0600x600x450 24x24x18 459 719 260 453 653 200 448.0600x600x500 24x24x20 459 719 260 453 683 230 462.0700x700x350* 28x28x14 497 847 350 485 655 170 700.0700x700x400* 28x28x16 497 847 350 483 713 230 720.0700x700x450* 28x28x18 497 847 350 508 708 200 726.0700x700x500* 28x28x20 497 847 350 516 746 230 745.0700x700x600** 28x28x24 497 847 350 516 776 260 774.0700x700x350** 28x28x14 497 757 260 485 655 170 631.0700x700x400** 28x28x16 497 757 260 483 713 230 625.0700x700x450** 28x28x18 497 757 260 508 708 200 658.0700x700x500** 28x28x20 497 757 260 516 746 230 677.0700x700x600** 28x28x24 497 757 260 516 776 260 706.0

Reducing Tees





mm inch mm mm mm mm kg80x50 3x2 74 204 80 50 0.9100x50 4x2 96 226 80 50 2.7100x80 4x3 94 254 80 80 2.0150x80 6x3 117 307 110 80 3.9150x100 6x4 124 314 110 80 4.2200x100 8x4 163 383 140 80 9.5200x150 8x6 129 379 140 110 9.5250x150 10x6 148 428 170 110 14.5250x200 10x8 135 445 170 140 16.0300x200 12x8 180 520 200 140 33.0300x250 12x10 167 537 200 170 35.0350x250 14x10 224 564 170 170 31.0350x300 14x12 218 588 170 200 34.0400x300 16x12 195 625 230 200 42.0400x350 16x14 193 593 230 170 45.0450x400 18x16 153 583 200 230 51.0500x400 20x16 274 734 230 230 81.0500x450 20x18 201 631 230 200 78.0600x400 24x16 511 1001 260 230 108.0600x450 24x18 438 898 260 200 100.0600x500 24x20 317 807 260 230 106.0700x400 28x16 796 1376 350 230 264.0700x450 28x18* 723 1273 350 200 257.0700x500 28x20* 602 1182 350 230 262.0700x600 28x24* 365 975 350 260 263.0700x400 28x16** 796 1286 260 230 230.0700x450 28x18** 723 1183 260 200 223.0700x500 28x20** 602 1092 260 230 228.0700x600 28x24** 365 885 260 260 229.0



Concentric Reducers




mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 230 80 100 0.9100 4 70 230 80 124 1.2150 6 70 290 110 180 2.2200 8 70 350 140 238 5.0250 10 70 410 170 296 7.9300 12 70 470 200 350 11.6350 14 70 410 170 381 11.3400 16 70 530 230 435 17.4450 18 70 470 200 472 15.8500 20 70 530 230 524 21.0600 24 70 590 260 634 39.0700* 28 70 770 350 752 39.0700** 28 70 590 260 745 29.0

Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 185 25 80 0.2100 4 185 25 80 0.3150 6 245 25 110 0.8200 8 310 30 140 1.5250 10 370 30 170 2.9300 12 440 40 200 4.7350 14 380 40 170 4.6400 16 500 40 230 8.6450 18 460 60 200 8.6500 20 520 60 230 12.4600 24 580 60 260 19.0700* 28 760 60 350 35.0700** 28 580 60 260 26.0

Nipples






mm inch mm mm mm kg50 2 5 55 50 1.780 3 5 55 50 2.6100 4 5 85 80 5.9150 6 5 85 80 8.3200 8 6 116 110 15.2250 10 6 146 140 24.0300 12 6 176 170 39.0350 14 6 176 170 50.0







Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 2.580 3 15 95 80 16 0.7 4.8100 4 15 95 80 16 1.1 7.0150 6 15 125 110 23 2.3 12.2200 8 15 155 140 29 4.0 18.3250 10 15 185 170 33 5.5 26.0300 12 15 215 200 38 7.6 39.0350 14 15 185 170 33 6.5 56.0400 16 20 250 230 47 11.6 70.0450 18 20 220 200 42 17.9 85.0500 20 20 250 230 47 22 107.0600 24 20 280 260 57 23 182.0700* 28 20 370 350 63 26 252.0700** 28 20 280 260 63 21 252.0








Stub-end Flanges




adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 1 5 130 80 0.6 100 140 1.0100 4 2 30 155 80 1.0 100 191 2.9150 6 2 59 225 110 2.1 127 245 5.7200 8 2 77 285 140 3.6 152 312 10.9250 10 2 83 325 170 5.2 163 335 15.6300 12 2 95 380 200 8.3 186 386 25.0350 14 2 83 340 170 11.7 191 403 29.0400 16 2 85 405 230 13.8 197 426 38.0450 18 2 87.5 382 200 18.2 204 392 27.0500 20 2 108 435 230 23.0 210 409 32.0600 24 2 124 506 260 35.0 261 519 71.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice















Description




Taper/Taper joint




mm inch degrees mm mm mm50 2 1.75 50 1.0 55.280 3 1.75 80 1.0 83.8100 4 1.75 80 1.0 107.2150 6 2.50 110 1.0 161.0200 8 2.50 140 1.0 210.8250 10 2.50 170 1.5 265.9300 12 2.50 200 1.5 316.7350 14 2.50 230 2.0 348.4400 16 2.50 230 2.5 398.7450 18 2.50 260 2.5 438.8500 20 2.50 290 3.0 488.1600 24 2.50 350 3.5 585.6



fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.4100 4 89 3 0.6150 6 89 3 1.0200 8 177 6 1.0250 10 177 6 2.0300 12 177 6 2.0350 14 177 6 3.0400 16 177 6 3.0450 18 177 6 4.0500 20 177 6 5.0600 24 177 6 7.0






mm inch mm mm mm kg50 2 87 137 50 0.680 3 110 190 80 2.1100 4 155 235 80 3.8150 6 240 350 110 8.7200 8 315 455 140 24.0250 10 391 561 170 39.0300 12 463 663 200 61.0350 14 364 594 230 66.0400 16 402 632 230 84.0450 18 472 732 260 168.0500 20 523 813 290 230.0600 24 625 975 350 367.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 95 50 0.580 3 61 141 80 1.7100 4 73 153 80 2.4150 6 106 216 110 7.0200 8 137 277 140 15.5250 10 169 339 170 32.0300 12 196 396 200 45.0350 14 125 355 230 58.0400 16 142 372 230 80.0450 18 204 464 260 115.0500 20 225 515 290 157.0600 24 268 618 350 281.0

Elbows 45˚




mm inch mm mm mm kg50 2 29 79 50 0.480 3 37 117 80 1.5100 4 43 123 80 2.0150 6 60 170 110 5.9200 8 76 216 140 10.5250 10 68 238 170 19.1300 12 77 277 200 32.0350 14 71 301 230 43.0400 16 85 315 230 57.0450 18 106 366 260 78.0500 20 116 406 290 107.0600 24 136 486 350 185.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 248 74 124 50 1.680 3 192 352 96 176 80 3.6100 4 230 390 115 195 80 6.4150 6 306 526 153 263 110 18.0200 8 376 656 188 328 140 37.0250 10 452 792 226 396 170 55.0300 12 528 928 264 464 200 92.0350 14 544 1004 272 502 230 106.0400 16 590 1050 295 525 230 126.0450 18 678 1198 339 599 260 293.0500 20 740 1320 370 660 290 398.0600 24 868 1568 434 784 350 682.0

Tees






Reducing Tees




mm inch mm mm mm mm kg80x50 3x2 74 204 80 50 0.9100x50 4x2 96 226 80 50 2.7100x80 4x3 94 254 80 80 2.8150x80 6x3 117 307 110 80 3.9150x100 6x4 124 314 110 80 4.2200x100 8x4 163 383 140 80 9.5200x150 8x6 129 379 140 110 9.5250x150 10x6 148 428 170 110 14.5250x200 10x8 135 445 170 140 16.0300x200 12x8 180 520 200 140 33.0300x250 12x10 167 537 200 170 35.0350x250 14x10 214 614 230 170 45.0350x300 14x12 208 638 230 200 50.0400x300 16x12 195 625 230 200 42.0400x350 16x14 183 643 230 230 48.0450x400 18x16 128 618 260 230 71.0500x400 20x16 249 769 290 230 113.0500x450 20x18 151 701 290 260 117.0600x400 24x16 486 1066 350 230 156.0600x450 24x18 388 998 350 260 155.0600x500 24x20 267 907 350 290 164.0


Concentric Reducers




mm inch mm mm mm mm kg50 2 70 170 50 70 0.480 3 70 230 80 100 0.9100 4 70 230 80 124 1.2150 6 70 290 110 180 2.2200 8 70 350 140 238 5.0250 10 70 410 170 296 7.9300 12 70 470 200 350 11.6350 14 70 530 230 381 13.2400 16 70 530 230 435 17.4450 18 70 590 260 472 17.8500 20 70 650 290 524 23.0600 24 70 770 350 630 41.0

Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 125 25 50 0.180 3 185 25 80 0.2100 4 185 25 80 0.3150 6 245 25 110 0.8200 8 310 30 140 1.6250 10 370 30 170 3.1300 12 440 40 200 5.0350 14 500 40 230 7.4400 16 500 40 230 9.1450 18 580 60 260 12.9500 20 640 60 290 17.8600 24 760 60 350 30.0

Nipples




mm inch mm mm mm kg50 2 5 55 50 1.780 3 5 85 80 4.0100 4 5 85 80 5.9150 6 5 115 110 11.2200 8 6 146 140 19.2250 10 6 176 170 28.0






Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 65 50 10 0.2 2.580 3 15 95 80 16 0.7 4.8100 4 15 95 80 16 1.1 7.0150 6 15 125 110 23 2.3 12.2200 8 15 155 140 29 4.0 18.3250 10 15 185 170 33 5.5 26.0300 12 15 215 200 38 7.6 39.0350 14 15 245 230 40 7.9 56.0400 16 20 250 230 47 11.6 70.0450 18 20 280 260 51 22.0 85.0500 20 20 310 290 58 26.0 107.0600 24 20 370 350 71 29.0 182.0




** Stub-End Flanges are available with and without O-ring groove in the face.Suitable O-ring seals should be used, available on request.


**** Maximum bolt-torque for use with O-rings seals may be calculated based onpressure, size and number of bolts.

Stub-end Flanges




adapter KLM x TBF coupling KLF x KLF50 2 1 5 100 50 0.3 100 140 0.880 3 2 60 185 80 0.9 100 191 2.4100 4 2 30 155 80 1.0 100 191 2.9150 6 2 59 225 110 2.1 127 245 5.7200 8 2 77 285 140 3.6 152 312 10.9250 10 2 83 325 170 5.2 163 335 15.8300 12 2 100 390 200 20.0 196 470 45.0350 14 2 111 437 230 36.0 208 498 59.0400 16 2 116 462 230 45.0 247 553 76.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice















Description




Taper/Taper joint




mm inch degrees mm mm mm50 2 1.75 80 1.0 55.280 3 1.75 80 1.0 83.8100 4 1.75 110 1.5 108.2150 6 2.50 140 1.5 162.0200 8 2.50 170 1.5 211.8250 10 2.50 200 2.5 267.9300 12 2.50 260 2.5 318.7350 14 2.50 260 3.0 350.4400 16 2.50 290 3.5 400.7450 18 2.50 320 4.0 441.8500* 20 2.50 380 4.0 490.1500** 20 2.50 290 4.0 490.1



fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.4100 4 89 3 0.8150 6 177 6 1.0200 8 177 6 2.0250 10 177 6 2.0300 12 177 6 3.0350 14 177 6 3.0400 16 177 6 4.0450 18 177 6 5.0500* 20 177 6 7.0500** 20 177 6 6.0








mm inch mm mm mm kg50 2 87 167 80 0.980 3 110 190 80 2.1100 4 170 280 110 5.2150 6 240 380 140 13.0200 8 315 485 170 34.0250 10 416 616 200 54.0300 12 488 748 260 94.0350 14 389 649 260 100.0400 16 427 717 290 135.0450 18 507 827 320 200.0500* 20 548 928 380 278.0500** 20 548 838 290 247.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 125 80 0.880 3 61 141 80 1.7100 4 88 198 110 4.0150 6 106 246 140 10.8200 8 137 307 170 23.0250 10 194 394 200 45.0300 12 221 481 260 73.0350 14 150 410 260 86.0400 16 167 457 290 121.0450 18 239 559 320 182.0500* 20 250 630 380 258.0500** 20 250 540 290 211.0

Elbows 45˚






mm inch mm mm mm kg50 2 29 109 80 0.780 3 37 117 80 1.5100 4 58 168 110 3.5150 6 60 200 140 9.2200 8 76 246 170 16.1250 10 93 293 200 30.0300 12 102 362 260 54.0350 14 96 356 260 64.0400 16 110 400 290 87.0450 18 141 461 320 126.0500* 20 141 521 380 181.0500** 20 141 431 290 142.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 308 74 154 80 2.080 3 192 352 96 176 80 3.6100 4 260 480 130 240 110 9.8150 6 306 586 153 293 140 21.0200 8 376 716 188 358 170 49.0250 10 502 902 251 451 200 78.0300 12 578 1098 289 549 260 136.0350 14 594 1114 297 557 260 164.0400 16 640 1220 320 610 290 219.0450 18 748 1388 374 694 320 388.0500* 20 790 1550 395 775 380 623.0500** 20 790 1370 395 685 290 542.0

Tees







mm inch mm mm mm mm mm mm kg80x80x50 3x3x2 96 176 80 86 166 80 3.5100x100x50 4x4x2 130 240 110 99 179 80 8.5100x100x80 4x4x3 130 240 110 108 188 80 8.7150x150x50 6x6x2 153 293 140 124 204 80 18.3150x150x80 6x6x3 153 293 140 134 214 80 19.1150x150x100 6x6x4 153 293 140 155 265 110 21.0200x200x80 8x8x3 188 358 170 159 239 80 39.0200x200x100 8x8x4 188 358 170 187 297 110 41.0200x200x150 8x8x6 188 358 170 178 318 140 44.0250x250x100 10x10x4 251 451 200 209 319 110 62.0250x250x150 10x10x6 251 451 200 204 344 140 66.0250x250x200 10x10x8 251 451 200 213 383 170 70.0300x300x100 12x12x4 289 549 260 231 341 110 107.0300x300x150 12x12x6 289 549 260 229 369 140 111.0300x300x200 12x12x8 289 549 260 239 409 170 116.0300x300x250 12x12x10 289 549 260 276 476 200 125.0350x350x150 14x14x6 297 557 260 254 394 140 134.0350x350x200 14x14x8 297 557 260 264 434 170 140.0350x350x250 14x14x10 297 557 260 302 502 200 150.0350x350x300 14x14x12 297 557 260 314 574 260 163.0400x400x150 16x16x6 320 610 290 274 414 140 176.0400x400x200 16x16x8 320 610 290 283 453 170 182.0400x400x250 16x16x10 320 610 290 318 518 200 193.0400x400x300 16x16x12 320 610 290 330 590 260 206.0400x400x350 16x16x14 320 610 290 340 600 260 137.0450x450x200 18x18x8 374 694 320 316 486 170 317.0450x450x250 18x18x10 374 694 320 354 554 200 3330.0450x450x300 18x18x12 374 694 320 354 614 260 350.0450x450x350 18x18x14 374 694 320 355 615 260 356.0450x450x400 18x18x16 374 694 320 355 645 290 370.0500x500x250* 20x20x10 395 775 380 380 580 200 521.0500x500x300* 20x20x12 395 775 380 380 640 260 543.0500x500x350* 20x20x14 395 775 380 381 641 260 551.0500x500x400* 20x20x16 395 775 380 381 671 290 570.0500x500x450* 20x20x18 395 775 380 400 720 320 593.0500x500x250** 20x20x10 395 685 290 380 580 200 467.0500x500x300** 20x20x12 395 685 290 380 640 260 489.0500x500x350** 20x20x14 395 685 290 381 641 260 497.0500x500x400** 20x20x16 395 685 290 381 671 290 516.0500x500x450** 20x20x18 395 685 290 400 720 320 539.0

Reducing Tees





mm inch mm mm mm mm kg80x50 3x2 74 234 80 80 1.4100x50 4x2 111 301 110 80 4.2100x80 4x3 109 299 110 80 4.3150x80 6x3 117 337 140 80 4.4150x100 6x4 139 389 140 110 5.0200x100 8x4 178 458 170 110 14.2200x150 8x6 129 439 170 140 16.5250x150 10x6 173 513 200 140 23.0250x200 10x8 160 530 200 170 26.0300x200 12x8 205 635 260 170 50.0300x250 12x10 217 677 260 200 57.0350x250 14x10 264 724 260 200 67.0350x300 14x12 258 778 260 260 79.0400x300 16x12 245 795 290 260 95.0400x350 16x14 233 783 290 260 64.0450x400 18x16 188 798 320 290 116.0500x400 20x16 299 969 380 290 187.0500x450 20x18 211 911 380 320 194.0500x400 20x16 299 879 290 290 164.0500x450 20x18 211 821 290 320 171.0



Concentric Reducers




mm inch mm mm mm mm kg50 2 70 230 80 70 0.580 3 70 230 80 100 0.9100 4 70 290 110 124 1.3150 6 70 350 140 188 3.7200 8 70 410 170 238 5.3250 10 70 470 200 296 7.9300 12 70 590 260 350 12.0350 14 70 590 260 390 18.5400 16 70 650 290 445 26.0450 18 70 710 320 480 24.0500* 20 70 830 380 544 40.0500** 20 70 650 290 535 32.0

Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 185 25 80 0.180 3 185 25 80 0.2100 4 245 25 110 0.5150 6 305 25 140 1.3200 8 370 30 170 2.5250 10 430 30 200 4.8300 12 560 40 260 8.8350 14 560 40 260 10.3400 16 620 40 290 14.6450 18 700 60 320 21.0500* 20 820 60 380 26.0500** 20 640 60 290 20.0

Nipples






mm inch mm mm mm kg50 2 5 55 50 1.780 3 5 85 80 4.0100 4 5 115 110 7.9150* 6 5 145 140 14.1200** 8 6 176 170 23.0




* Heavy Duty Flanges are standard available in drillings according to ANSI and ISO (DIN).** Compressed fibre gaskets, 3 mm thick, compatible with the pressure, temperature

and medium, may be used. The mechanical properties should be in accordance withDIN 3754 (IT 400) or equal.

Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 95 80 14 0.3 2.580 3 15 95 80 16 0.7 4.8100 4 15 125 110 19 1.3 7.0150 6 15 155 140 27 2.7 12.2200 8 15 185 170 35 4.5 18.3250 10 15 215 200 40 5.9 26.0300 12 15 275 260 46 8.5 39.0350 14 15 275 260 49 8.1 56.0400 16 20 310 290 58 12.7 70.0450 18 20 340 320 62 24 85.0500* 20 20 400 380 70 28 107.0500** 20 20 310 290 70 25 107.0








Stub-end Flanges




adapter KLM x TBF coupling KLF x KLF50 2 35 160 80 0.5 100 140 0.880 3 2 60 185 80 0.9 100 191 2.4100 4 2 45 200 110 1.2 100 191 2.9150 6 2 69 265 140 2.3 127 245 5.8200 8 2 101 370 170 8.4 228 501 23.0250 10 2 100 395 200 19.4 210 484 25.0300 12 2 100 450 260 22.0 196 470 45.0350* 14 2 111 467 260 39.0 208 498 59.0400** 16 2 116 522 290 42.0 247 553 76.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice
















Description




Taper/Taper joint




mm inch degrees mm mm mm50 2 1.75 80 1.0 55.280 3 1.75 110 1.5 84.8100 4 1.75 140 2.0 109.2150 6 2.50 170 2.0 163.0200 8 2.50 200 2.5 213.8250 10 2.50 260 3.0 268.9300 12 2.50 290 3.5 320.7



fluidmm inch cm3 ounce nr.50 2 89 3 0.280 3 89 3 0.6100 4 89 3 1.0150 6 177 6 1.0200 8 177 6 2.0250 10 177 6 3.0300 12 177 6 3.0






mm inch mm mm mm kg50 2 87 167 80 1.180 3 125 235 110 3.4100 4 190 330 140 7.0150 6 250 420 170 22.0200 8 340 540 200 48.0250 10 416 676 260 77.0300 12 463 753 290 122.0

Elbows 90˚



mm inch mm mm mm kg50 2 45 125 80 1.080 3 76 186 110 2.9100 4 108 248 140 6.3150 6 116 286 170 16.7200 8 162 362 200 35.0250 10 194 454 260 70.0300 12 196 486 290 97.0

Elbows 45˚




mm inch mm mm mm kg50 2 29 109 80 0.880 3 52 162 110 2.5100 4 78 218 140 5.5150 6 70 240 170 14.1200 8 101 301 200 24.0250 10 93 353 260 48.0300 12 77 367 290 74.0

Elbows 221/2˚



mm inch mm mm mm mm mm kg50 2 148 308 74 154 80 2.380 3 222 442 111 221 110 7.3100 4 300 580 150 290 140 16.4150 6 326 666 163 333 170 28.0200 8 426 826 213 413 200 58.0250 10 502 1022 251 511 260 114.0300 12 528 1108 264 554 290 174.0

Tees





mm inch mm mm mm mm mm mm kg80x80x50 3x3x2 111 221 110 86 166 80 6.2100x100x50 4x4x2 150 290 140 99 179 80 12.6100x100x80 4x4x3 150 290 140 123 233 110 13.3150x150x50 6x6x2 163 333 170 124 204 80 21.0150x150x80 6x6x3 163 333 170 149 259 110 23.0150x150x100 6x6x4 163 333 170 175 315 140 25.0200x200x80 8x8x3 213 413 200 174 284 110 46.0200x200x100 8x8x4 213 413 200 207 347 140 49.0200x200x150 8x8x6 213 413 200 188 358 170 52.0250x250x100 10x10x4 251 511 260 229 369 140 92.0250x250x150 10x10x6 251 511 260 214 384 170 96.0250x250x200 10x10x8 251 511 260 238 438 200 103.0300x300x100 12x12x4 264 554 290 251 391 140 138.0300x300x150 12x12x6 264 554 290 239 409 170 144.0300x300x200 12x12x8 264 554 290 264 464 200 153.0300x300x250 12x12x10 264 554 290 276 536 260 165.0

Reducing Tees




mm inch mm mm mm mm kg80x50 3x2 89 279 110 80 2.0100x50 4x2 131 351 140 80 6.2100x80 4x3 144 394 140 110 6.9150x80 6x3 142 422 170 110 6.8150x100 6x4 169 479 170 140 8.0200x100 8x4 223 563 200 140 21.0200x150 8x6 164 534 200 170 25.0250x150 10x6 183 613 260 170 35.0250x200 10x8 185 645 260 200 41.0300x200 12x8 205 695 290 200 70.0300x250 12x10 192 742 290 260 82.0


Concentric Reducers




mm inch mm mm mm mm kg50 2 70 230 80 70 0.580 3 70 290 110 100 1.0100 4 70 350 140 128 1.8150 6 70 410 170 188 3.9200 8 70 470 200 242 6.4250 10 70 590 260 302 11.1300 12 70 650 290 380 31.0

Couplings


Length DepthL Ds

mm inch mm mm mm kg50 2 185 25 80 0.180 3 245 25 110 0.4100 4 305 25 140 0.8150 6 365 25 170 2.0200 8 430 30 200 3.8250 10 550 30 260 7.7300 12 620 40 290 11.8

Nipples




mm inch mm mm mm kg50 2 5 85 80 2.680 3 5 115 110 5.4100 4 5 145 140 9.8150 6 5 175 170 16.5



* Heavy Duty Flanges are standard available in drillings according to ANSI and ISO (DIN).** Compressed fibre gaskets, 3 mm thick, compatible with the pressure, temperature

and medium, may be used. The mechanical properties should be in accordance withDIN 3754 (IT 400) or equal.


Heavy-Duty Flanges




L OL Ds H end (1)mm inch mm mm mm mm kg kg50 2 15 95 80 14 0.3 2.880 3 15 125 110 19 0.8 5.3100 4 15 155 140 22 1.6 8.4150 6 15 185 170 34 3.0 13.3200 8 15 215 200 43 4.8 21.0250 10 15 275 260 48 6.7 29.0300 12 15 305 290 56 8.6 42.0







Stub-end Flanges




adapter KLM x TBF coupling KLF x KLF50 2 2 60 185 80 0.5 100 191 1.780 3 2 75 230 110 1.0 100 191 2.4100 4 2 85 270 140 1.6 100 191 2.9150 6 2 81.5 320 170 4.6 152 305 11.4200 8 2 101 400 200 8.6 228 501 23.0250 10 2 125 480 260 23.0 210 484 25.0300 12 2 100 480 290 23.0 196 470 45.0




Field Testing

Surge Pressure

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2



Conversions

Important Notice

• Chemical process• Chilled water• Chlorination• Cooling water• District Heating• Drainage• Firewater

Bondstrand ® 2000 (G),4000 and 7000 (G)Glassfiber Reinforced Epoxy(GRE) pipe systems forgeneral service

These pipe systems are designed and rated to meet the following requirements:- API (American Petroleum Institute) Specification, USA: 15LR-0006.1;- Deutsches Institüt für Bautechnik, Germany: Z-40. 13-290;- Hygiene Institut des Ruhrgebiets, Germany: C2844/00/st- International Maritime Organisation (IMO): A18/Res.753;- Lloyd's Register, United Kingdom: Type Approvals;- RAL Gütegemeinschaft, Germany: Reg. No. 498902;- U.S. Federal Regulations 21 CFR 175.105 and 21 CFR 177.2280 for conveying foodstuffs when joined with Bondstrand epoxy adhesive.- Water Regulations Advisory Scheme No. 9911528, United Kingdom - BS 6920;

Maximum operating temperature: up to 121°C.Pipe diameter: 1-16 inch (25-400 mm).Pipe system design for pressure ratings up to 20 bar.

ASTM D-2992 Hydrostatic Design Basis (Procedure B -service factor 0.5).ASTM D-2310 Classification: RTRP-11 FE for cyclic hydrostatic design basis.ASTM D-2310 Classification: RTRP-11 FX for static hydrostatic design basis.ASTM D-1599 Safety factor of 4:1.

PipeFilament-wound Glassfiber Reinforced Epoxy (GRE) pipe for Quick-Lock adhesive-bonding systems.

FittingsA wide range of lined filament-wound Glassfiber Reinforced Epoxy (GRE) fittings forQuick-Lock adhesive-bonding systems. For special fittings, not listed in this productguide, please contact your Ameron representative.

FlangesFilament-wound Glassfiber Reinforced Epoxy (GRE) heavy-duty flanges and stub-endflanges for Quick-Lock adhesive bonding systems. Standard flange drilling patterns asper ANSI B16.5 (150 Lb). Other flange drilling patterns, such as ANSI B16.5 (> 150 Lb),DIN, ISO and JIS are also availabe.

Characteristics

BondstrandBondstrand ®®®®® Product Product Guide

• Food processing• Fresh water• Geothermal• Jet fuel and liquid petroleum• Potable water• Produced water• Salt water

Quick-Lock

• Sanitary/sewage• Sea water• Ventilation/air conditioning• Waste water

Uses and applications

Quick-Lock joint

© Ameron 2003 - FP 899 04/03. - Page 1 of 20.

© Ameron 2003 - FP 899 04/03. - Page 2 of 20.

Table of Contents GeneralAdhesives ..................................................................................................................... 18Conversions ................................................................................................................. 19Engineering design & installation data .......................................................................... 19Field testing .................................................................................................................. 19Important notice ............................................................................................................ 19Joining system and configuration ................................................................................... 3Mechanical properties .................................................................................................... 4Physical properties ......................................................................................................... 4Pipe series ..................................................................................................................... 3Pipe length ..................................................................................................................... 3Pipe dimensions and weights ......................................................................................... 5Pipe performance ........................................................................................................... 6Quick-Lock® dimensions ............................................................................................... 4Span length .................................................................................................................... 7Surge Pressure ............................................................................................................ 19

FittingsCrossesEqual crosses .............................................................................................................. 13

CouplingsCouplings ..................................................................................................................... 17Deluge Couplings with Reverse Taper Bushing with ½ or ¾ Outlets ........................... 13

ElbowsElbow 90° ....................................................................................................................... 8Elbow 45° ....................................................................................................................... 8Elbow 22½° .................................................................................................................... 8

FlangesBlind Flanges................................................................................................................ 16Heavy-Duty Flanges ..................................................................................................... 15Hub Flanges ................................................................................................................. 15Orifice Flanges ............................................................................................................. 16Stub-end Flanges .................................................................................................... 15-16

LateralsLateral 45° .................................................................................................................... 13

NipplesNipples ......................................................................................................................... 17

ReducersConcentric Reducers ................................................................................................... 14Eccentric Reducers ..................................................................................................... 14

SaddlesBushing saddles ........................................................................................................... 12Grounding saddles ....................................................................................................... 18Reducing saddles with Quick-Lock Socket Branch ..................................................... 11Reducing saddles with Flanged Branch ....................................................................... 12Support saddles ........................................................................................................... 17

TeesEqual Tees ..................................................................................................................... 8Reducing Tees ............................................................................................................... 9Fabricated Reducing Tees with Flanged Branch .......................................................... 10

© Ameron 2003 - FP 899 04/03. - Page 3 of 20.

Pipe series Bondstrand® 2000Glassfiber Reinforced Epoxy (GRE) pipe system (MDA-cured).Standard 0.5 mm internal resin-rich reinforced liner.Maximum operating temperature: 121°C.Maximum pressure rating: 20 bar.Minimum pressure: full vacuum.

Bondstrand® 2000GGlassfiber Reinforced Epoxy (GRE) pipe system (IPD-cured).Standard 0.5 mm internal resin-rich reinforced liner.Maximum operating temperature: 93°C.Maximum pressure rating: 20 bar.Minimum pressure: full vacuum.

Bondstrand® 4000Glassfiber Reinforced Epoxy (GRE) pipe system (MDA-cured).Standard 1.3 mm internal resin-rich reinforced liner.Maximum operating temperature: 121°C.Maximum pressure rating: 20 bar.Minimum pressure: full vacuum (< 12 inch).

Bondstrand® 7000 (** conductive)Glassfiber Reinforced Epoxy (GRE) pipe system (MDA-cured).Standard 0.5 mm internal resin-rich reinforced liner.Maximum operating temperature: 121°C.Maximum pressure rating: 20 bar.Minimum pressure: full vacuum.

Bondstrand® 7000G (** conductive)Glassfiber Reinforced Epoxy (GRE) pipe system (IPD-cured).Maximum operating temperature: 93°C.Maximum pressure rating: 20 bar.Minimum pressure: full vacuum.

** ConductiveOur conductive pipe systems have been developed to prevent accumulation of potentiallydangerous levels of static electrical charges. Pipe and flanges contain high strength conductivefilaments and fittings include a conductive liner. Together with a conductive adhesive thisprovides an electrically continuous system.

Description Bondstrand® Bondstrand® Bondstrand® Bondstrand® Bondstrand®2000 2000G 4000 7000 7000G

Liner 0.5 mm* 0.5 mm* 1.3 mm - -**Temperature 121°C. 93°C. 121 °C. 121 °C. 93°C.Cure MDA IPD MDA MDA IPDPressure Rating 20 bar 20 bar 20 bar 20 bar 20 bar* Also available without liner.** Also available with 0.5 mm conductive liner.

Pipe25-400 mm (1-16 inch):Quick-Lock straight taper adhesive joint with integral pipe stop in bell end.End configuration: Integral Quick-Lock taper x shaved straight spigot.Fitting25-400 mm (1-16 inch):Quick-Lock straight taper adhesive joint with integral pipe stop in bell end.End configuration: integral Quick-Lock bell ends.

Note: * Pipe nipples, saddles and flanged fittings have different end configurations.

Nominal Joining Approximate overall Length*Pipe size System Europe Plant Asia Plant[mm] [inch] [m] [m]25-40 1-1½ Quick-Lock 5.5 3.050-125 2-5 Quick-Lock 6.15 6.15/9.0150 6 Quick-Lock 6.1 6.1/9.0200 8 Quick-Lock 6.1/11.8 6.1/9.0250 10 Quick-Lock 6.1/11.8 6.1/12.0300-400 12-16 Quick-Lock 6.05/11.8 6.05/12.0* Tolerance +/- 50 mm.

Joining system &configuration

Typical pipe length

© Ameron 2003 - FP 899 04/03. - Page 4 of 20.

Typical mechanicalproperties

Typical physicalproperties

Pipe property Units Value Method

Thermal conductivity pipe wall W(m.K) .33 AmeronThermal expansivity (lineair) 10-6 mm/mm/°C 18.0 AmeronFlow coefficient Hazen-Williams 150 —Absolute roughness 10-6 m 5.3 —Density kg/m3 1800 —Specific gravity - 1.8 ASTM D-792

MDA-CURED

Bondstrand 2000, 4000 and 7000 Units 21°C 93°C Method

Bi-axialUltimate hoop stress at weeping N/mm2 250 — ASTM D-1599CircumferentialHoop tensile strength N/mm2 220 — ASTM D-2290Hoop tensile modulus N/mm2 25200 22100 ASTM D-2290Poisson's ratio axial/hoop — 0.65 0.81 AmeronLongitudinalAxial tensile strength N/mm2 80 65 ASTM D-2105 Axialtensile modulus N/mm2 12500 9700 ASTM D-2105Poisson's ratio hoop/axial — 0.40 0.44 ASTM D-2105Axial bending strength — 85 — AmeronBeamApparent elastic modulus N/mm2 12500 8000 ASTM D-2925Hydrostatic Design BasisStatic N/mm2 124* — ASTM D-2992

(Proc. B.)

IPD-CURED

Bondstrand 2000G and 7000G

Bi-axialUltimate hoop stress at weeping N/mm2 300 — ASTM D-1599CircumferentialHoop tensile strength N/mm2 380 — ASTM D-2290Hoop tensile modulus N/mm2 23250 18100 ASTM D-2290Poisson's ratio axial/hoop — 0.93 1.04 AmeronLongitudinalAxial tensile strength N/mm2 65 50 ASTM D-2105Axial tensile modulus N/mm2 10000 7800 ASTM D-2105Poisson's ratio hoop/axial — 0.40 0.45 ASTM D-2105Axial bending strength — 80 — AmeronBeamApparent elastic modulus N/mm2 9200 7000 ASTM D-2925Hydrostatic Design BasisStatic N/mm2 148* — ASTM D-2992

(Proc. B.)* At 65°C.

Nominal Nominal Spigot Diameter Spigot LengthPipe Insertion Min. Max. Min. Max.Size Depth

(Ds) Sd Sd L L[mm] [inch] [mm] [mm] [mm] [mm] [mm]25 1 27 32.6 32.9 28.5 31.540 1½ 32 47.5 47.8 33.5 36.550 2 46 59.2 59.6 47.5 50.580 3 46 87.6 88.0 47.5 50.5100 4 46 112.5 112.9 47.5 50.5125 5 57 139.5 139.9 58.5 61.5150 6 57 166.2 166.6 58.5 61.5200 8 64 217.1 217.5 65.0 68.0250 10 70 271.3 271.7 70.5 73.5300 12 76 322.2 322.6 77.5 80.5350 14 89 353.8 354.2 91.5 94.5400 16 102 404.1 404.5 103.0 106.0

Quick-Lock® dimensions

© Ameron 2003 - FP 899 04/03. - Page 5 of 20.

Typical pipe dimensionsand weights

Bondstrand 2000

Nominal Pipe Minimum Insertion Average Designation perPipe Inside Structural Wall Depth Pipe ASTMSize Diameter Thickness [t] (DS) Weight D-2996[mm] [inch] [mm] [mm] [mm] [kg/m] (RTRP-11...)25 1 27.1 3.0 27 0.6 FW1-211240 1½ 42.1 3.0 32 0.9 FW1-211250 2 53.0 3.1 46 1.1 FW1-211280 3 81.8 3.1 46 1.7 FW1-2112100 4 105.2 4.1 46 2.8 FW1-2113125 5 131.9 4.1 57 3.4 FW1-2113150 6 159.0 4.1 57 4.1 FW1-2113200 8 208.8 4.6 64 6.0 FW1-2114250 10 262.9 4.6 70 7.5 FW1-2114300 12 313.7 4.6 76 8.9 FW1-2114350 14 344.4 4.8 89 10.2 FW1-2115400 16 393.7 5.5 102 13.2 FW1-2116

Bondstrand 2000G25 1 27.1 3.0 27 0.6 FX1-311240 1½ 42.1 3.0 32 0.9 FX1-311250 2 53.0 3.1 46 1.1 FX1-311280 3 81.8 3.1 46 1.7 FX1-3112100 4 105.2 4.1 46 2.8 FX1-3113125 5 131.9 4.1 57 3.4 FX1-3113150 6 159.0 4.1 57 4.1 FX1-3113200 8 208.8 4.6 64 6.0 FX1-3114250 10 262.9 4.6 70 7.5 FX1-3114300 12 313.7 4.6 76 8.9 FX1-3114350 14 344.4 4.8 89 10.2 FX1-3115400 16 393.7 5.5 102 13.2 FX1-3116

Bondstrand 4000

25* 1 27.1 2.2 27 0.5 FW1-211140* 1½ 42.1 2.2 32 0.8 FW1-211150 2 53.0 2.3 46 1.0 FW1-211280 3 81.8 2.3 46 1.5 FW1-2112100 4 105.2 3.3 46 2.6 FW1-2112125 5 131.9 3.3 57 3.2 FW1-2112150 6 159.0 3.3 57 3.9 FW1-2112200 8 208.8 3.8 64 5.7 FW1-2113250 10 262.9 3.8 70 7.1 FW1-2113300 12 313.7 3.8 76 8.4 FW1-2113350 14 344.4 4.2 89 10.0 FW1-2113400 16 393.7 5.1 102 13.5 FW1-2115

Bondstrand 7000

25 1 27.1 3.3 27 0.6 AW1-211240 1½ 42.1 3.0 32 0.8 AW1-211250 2 53.0 3.1 46 1.0 AW1-211280 3 81.8 3.1 46 1.5 AW1-2112100 4 105.2 4.1 46 2.5 AW1-2113125 5 131.9 4.1 57 3.2 AW1-2113150 6 159.0 4.1 57 3.8 AW1-2113200 8 208.8 4.6 64 5.6 AW1-2114250 10 262.9 4.6 70 7.0 AW1-2114300 12 313.7 4.6 76 8.3 AW1-2114350 14 344.4 4.8 89 19.5 AW1-2115400 16 393.7 5.5 102 12.4 AW1-2116

Bondstrand 7000G

25 1 27.1 3.3 27 0.6 AX1-311240 1½ 42.1 3.0 32 0.8 AX1-311250 2 53.0 3.1 46 1.0 AX1-311280 3 81.8 3.1 46 1.5 AX1-3112100 4 105.2 4.1 46 2.5 AX1-3113125 5 131.9 4.1 57 3.2 AX1-3113150 6 159.0 4.1 57 3.8 AX1-3113200 8 208.8 4.6 64 5.6 AX1-3114250 10 262.9 4.6 70 7.0 AX1-3114300 12 313.7 4.6 76 8.3 AX1-3114350 14 344.4 4.8 89 9.5 AX1-3115400 16 393.7 5.5 102 12.4 AX1-3116

* Available in 3 m. lengths from Asia plant only.

’

© Ameron 2003 - FP 899 04/03. - Page 6 of 20.

Typical pipeperformance

Bondstrand 2000

Nominal Internal External STIS Stifness PipePipe Pressure Pressure Factor StiffnessSize Rating** Rating* *** *** ***[mm] [inch] [bar] [bar] [kN/m2] [lb.in] [psi]25 1 20 450.0 2079.1 502 1619740 1½ 20 134.0 618.1 502 481250 2 20 77.0 350.6 554 272980 3 20 22.0 102.2 554 796100 4 20 24.0 110.8 1281 863125 5 16 12.4 57.7 1281 449150 6 316 7.2 33.4 1281 260200 8 16 4.5 21.0 1809 164250 10 16 2.3 10.7 1809 83300 12 16 1.4 6.3 1809 49350 14 16 1.2 5.5 2055 42400 16 16 1.2 5.5 3092 43

Bondstrand 2000G25 1 20 417.0 2087.4 504 1625140 1½ 20 124.0 620.5 504 483150 2 20 71.0 352.0 556 274080 3 20 21.0 102.6 556 799100 4 20 22.0 111.3 1286 866125 5 16 11.6 57.9 1286 451150 6 16 6.7 33.5 1286 261200 8 16 4.2 21.1 1816 164250 10 16 2.1 10.7 1816 83300 12 16 1.3 6.4 1816 50350 14 16 1.1 5.5 2064 43400 16 16 1.1 5.5 3104 43

Bondstrand 400025 **** 1 16 192.0 889.0 198 692140 **** 1½ 16 56.0 257.2 198 200250 2 16 33.0 149.5 226 116480 3 16 9.3 43.0 226 334100 4 16 13.0 59.1 668 460125 5 16 6.6 30.6 668 238150 6 316 3.8 17.7 668 137200 8 16 2.6 12.0 1020 93250 10 12 1.3 6.1 1020 47300 12 12 0.8 3.6 1020 28350 14 12 0.8 3.7 1377 29400 16 12 0.9 4.4 2465 34

Bondstrand 7000

25 1 20 581.0 2686.2 668 2091340 1½ 20 134.0 618.1 502 481250 2 20 77.0 350.6 554 272980 3 20 22.0 102.2 554 796100 4 20 24.0 110.8 1281 863125 5 16 12.4 57.7 1281 449150 6 16 7.2 33.4 1281 260200 8 16 4.5 21.0 1809 164250 10 16 2.3 10.7 1809 83300 12 16 1.4 6.3 1809 49350 14 16 1.2 5.5 2055 42400 16 16 1.2 5.5 3092 43Bondstrand 7000G

25 1 20 539.0 2696.9 671 2099640 1½ 20 124.0 620.5 504 483150 2 20 71.0 352.0 556 274080 3 20 21.0 102.6 556 799100 4 20 22.0 111.3 1286 866125 5 16 11.6 57.9 1286 451150 6 16 6.7 33.5 1286 261200 8 16 4.2 21.1 1816 164250 10 16 2.1 10.7 1816 83300 12 16 1.3 6.4 1816 50350 14 16 1.1 5.5 2064 43400 14 16 1.1 5.5 3104 43* The safety factor used for rated external pressure is 1.5:1.** At 93°C, using Ameron approved adhesive. - *** At 21°C.**** Available in 3 m. lengths from Asia plant only.

© Ameron 2003 - FP 899 04/03. - Page 7 of 20.

Span length Nominal Single Span (at 21°C.)Pipe 2000 2000G 4000 7000 7000GSize[mm] [inch] [m] [m] [m] [m] [m]25 1 2.6 2.4 2.6 2.5 2.340 1½ 2.9 2.7 2.9 2.8 2.650 2 3.1 2.9 3.2 3.0 2.880 3 3.5 3.3 3.6 3.4 3.2100 4 4.0 3.7 4.0 3.9 3.6125 5 4.3 4.0 4.3 4.2 3.9150 6 4.5 4.2 4.5 4.4 4.1200 8 5.0 4.6 5.0 4.8 4.5250 10 5.3 4.9 5.3 5.1 4.8300 12 5.5 5.1 5.5 5.2 5.0350 14 5.4 5.3 5.8 5.2 5.2400 16 5.8 5.7 6.2 5.5 5.5

Nominal Continuous Span (at 21°C.)Pipe 2000 2000G 4000 7000 7000GSize[mm] [inch] [m] [m] [m] [m] [m]25 1 3.3 3.0 3.3 3.2 3.040 1½ 3.7 3.4 3.7 3.6 3.350 2 4.0 3.7 4.0 3.9 3.680 3 4.5 4.2 4.5 4.3 4.0100 4 5.1 4.7 5.1 5.0 4.6125 5 5.4 5.0 5.4 5.3 4.9150 6 5.7 5.3 5.7 5.6 5.2200 8 6.3 5.8 6.3 6.1 5.7250 10 6.7 6.2 6.7 6.5 6.1300 12 7.0 6.5 7.0 6.9 6.3350 14 7.3 6.7 7.3 7.1 6.6400 16 7.8 7.2 7.9 7.6 7.0

Note: 1) Span recommendations are based on pipes filled with water having a density of 1000 kg/m3

and include no provisions for weights caused by valves, flanges or other heavy objects.2) .............

Note: 1) Span recommendations are based on pipes filled with water having a density of 1000 kg/m3

and include no provisions for weights caused by valves, flanges or other heavy objects.2) At 93°C, span lenghts are approx. 10% lower.

© Ameron 2003 - FP 899 04/03. - Page 8 of 20.

Elbows 90º

Elbows 45º

Elbows 22½º

Equal Tees

Nominal Laying Overall Maximum AveragePipe Length Length Working WeightSize (LL) (OL) Pressure[mm] [inch] [mm] [mm] [bar] [kg]25 1 65 92 20 0.340 1½ 81 113 20 0.450 2 76 122 20 0.580 3 114 160 20 1.1100 4 152 198 20 1.6125 5 195 252 16 2.7150 6 229 286 16 3.6200 8 305 369 16 6.8250 10 381 451 16 11.0300 12 457 533 16 18.0350 14 359 448 16 26.0400 16 397 499 16 31.0



Nominal Laying Overall Laying Overall Maximum AveragePipe Length Length Length Length Working WeightSize total run total run branch branch Pressure

(LL1) (OL1) (LL2) (OL2)[mm] [inch] [mm] [mm] [mm] [mm] [bar] [kg]25 1 54 108 27 54 20 0.240 1½ 60 124 30 62 20 0.450 2 128 220 64 110 20 1.080 3 172 264 86 132 20 1.8100 4 210 302 105 151 20 2.5125 5 254 368 127 184 16 5.0150 6 286 400 143 200 16 6.7200 8 356 484 178 242 16 10.0250 10 432 572 216 286 16 18.0300 12 508 660 254 330 16 29.0350 14 534 712 267 356 16 37.0400 16 584 788 292 394 16 56.0

DS

OL

LL

© Ameron 2003 - FP 899 04/03. - Page 9 of 20.

Reducing Tees Nominal Laying Overall Laying Overall Maximum AveragePipe Length Length Length Length Working WeightSize (LL1) (OL1) (LL2) (OL2) Pressure{runxrunxbranch) half run half run branch branch

[mm] [inch] [mm] [mm] [mm] [mm] [bar] [kg]40x40x25 1½x1½x1 30 62 30 57 20 1.650x50x25 2x2x1 64 110 57 84 20 0.950x50x40 2x2x1½ 64 110 57 89 20 1.080x80x25 3x3x1 86 132 76 103 20 1.680x80x40 3x3x1½ 86 132 76 108 20 1.680x80x50 3x3x2 86 132 76 122 20 1.7100x100x25 4x4x1 72 118 194 221 20 7.5100x100x40 4x4x1½ 89 136 194 226 20 9.0100x100x50 4x4x2 105 151 89 135 20 2.1100x100x80 4x4x3 105 151 98 144 20 2.3125x125x50 5x5x2 127 184 102 148 16 3.4125x125x80 5x5x3 127 184 111 157 16 4.0125x125x100 5x5x4 127 184 118 164 16 4.6150x150x25 6x6x1 83 140 221 248 16 15.0150x150x40 6x6x1½ 101 158 221 253 16 17.5150x50x50 6x6x2 143 200 114 160 16 6.2150x150x80 6x6x3 143 200 124 170 16 5.7150x150x100 6x6x4 143 200 130 176 16 5.9150x150x125 6x6x5 143 200 136 193 16 6.2200x200x25 8x8x1 84 148 245 272 16 15.0200x200x40 8x8x1½ 102 165 246 278 16 17.5200x200x50 8x8x2 117 180 246 293 16 19.9200x200x80 8x8x3 178 242 149 195 16 9.1200x200x100 8x8x4 178 242 162 208 16 9.7200x200x125 8x8x5 178 242 168 225 16 10.6200x200x150 8x8x6 178 242 168 225 16 11.4250x250x25 10x10x1 83 153 273 300 16 18.1250x250x40 10x10x1½ 100 170 273 305 16 21.3250x250x50 10x10x2 115 185 273 320 16 24.1250x250x80 10x10x3 115 185 273 320 16 24.1250x250x100 10x10x4 216 286 184 230 16 14.8250x250x125 10x10x5 216 286 194 251 16 15.2250x250x150 10x10x6 216 286 194 251 16 15.5250x250x200 10x10x8 216 286 203 267 16 16.5300x300x25 12x12x1 84 160 298 325 16 21.8300x300x40 12x12x1½ 102 178 298 330 16 25.4300x300x50 12x12x2 117 193 298 345 16 28.7300x300x80 12x12x3 117 193 298 345 16 28.7300x300x100 12x12x4 254 330 206 252 16 21.0300x300x150 12x12x6 254 330 219 276 16 22.0300x300x200 12x12x8 254 330 229 293 16 23.0300x300x250 12x12x10 254 330 241 311 16 24.0350x350x25 14x14x1 81 170 314 341 16 23.8350x350x40 14x14x1½ 99 188 314 346 16 27.7350x350x50 14x14x2 114 203 314 361 16 31.2350x350x80 14x14x3 114 203 314 361 16 31.2350x350x100 14x14x4 114 203 314 361 16 31.3350x350x150 14x14x6 267 356 244 301 16 29.0350x350x200 14x14x8 267 356 254 318 16 30.0350x350x250 14x14x10 267 356 267 337 16 32.0350x350x300 14x14x12 267 356 279 355 16 34.0400x400x25 16x16x1 85 187 338 365 16 28.6400x400x40 16x16x1½ 103 204 338 370 16 33.1400x400x50 16x16x2 118 219 338 385 16 37.0400x400x80 16x16x3 118 219 338 385 16 37.0400x400x100 16x16x4 118 219 338 385 16 37.0400x400x150 16x16x6 292 394 264 321 16 37.0400x400x200 16x16x8 292 394 273 337 16 38.0400x400x250 16x16x10 292 394 283 353 16 41.0400x400x300 16x16x12 292 394 295 371 16 45.0400x400x350 16x16x14 292 394 292 381 16 49.0Note: Regular numbers are filament wound tees; Italic numbers are fabricated tees.

© Ameron 2003 - FP 899 04/03. - Page 10 of 20.

Fabricated ReducingTees with Flanged Branch

Nominal Laying Overall Laying Maximum AveragePipe Length Length Length Working WeightSize (LL1) (OL1) (LL2) Pressure with{runxrunxbranch) half run half run branch CL150 flange

[mm] [inch] [mm] [mm] [mm] [bar] [kg]50x50x25 2x2x1 72 118 179 20 3.280x80x25 3x3x1 72 118 193 20 4.180x80x40 3x3x1½ 89 135 198 20 5.080x80x50 3x3x2 104 150 212 20 6.6100x100x25 4x4x1 72 118 225 20 8.0100x100x40 4x4x1½ 89 135 230 20 9.7100x100x50 4x4x2 104 150 244 20 12.0100x100x80 4x4x3 104 150 245 20 12.8150x150x25 6x6x1 83 140 252 16 11.7150x150x40 6x6x1½ 101 158 257 16 13.8150x150x50 6x6x2 116 173 271 16 17.3150x150x80 6x6x3 116 173 272 16 18.0150x150x100 6x6x4 116 173 272 16 18.7200x200x25 8x8x1 84 148 276 16 15.5200x200x40 8x8x1½ 101 165 281 16 18.2200x200x50 8x8x2 116 180 295 16 21.4200x200x80 8x8x3 116 180 296 16 22.1200x200x100 8x8x4 116 180 296 16 22.8200x200x150 8x8x6 144 208 317 16 30.9250x250x25 10x10x1 83 153 303 16 18.6250x250x40 10x10x1½ 100 170 308 16 22.0250x250x50 10x10x2 115 185 322 16 25.6250x250x80 10x10x3 115 185 323 16 26.3250x250x100 10x10x4 115 185 323 16 27.0250x250x150 10x10x6 143 213 344 16 33.2300x300x25 12x12x1 84 160 329 16 22.3300x300x40 12x12x1½ 102 178 334 16 26.1300x300x50 12x12x2 117 193 348 16 30.2300x300x80 12x12x3 117 193 349 16 30.9300x300x100 12x12x4 117 193 349 16 31.6300x300x150 12x12x6 142 218 370 16 38.1350x350x25 14x14x1 81 170 344 16 24.3350x350x40 14x14x1½ 99 188 349 16 28.4350x350x50 14x14x2 114 203 363 16 32.7350x350x80 14x14x3 114 203 369 16 33.4350x350x100 14x14x4 114 203 364 16 34.2350x350x150 14x14x6 141 230 385 16 41.6400x400x25 16x16x1 85 187 369 16 29.1400x400x40 16x16x1½ 103 204 374 16 33.8400x400x50 16x16x2 118 219 388 16 38.5400x400x80 16x16x3 118 219 389 16 39.2400x400x100 16x16x4 118 219 389 16 39.9400x400x150 16x16x6 145 247 410 16 48.2Note: Other sizes, or multiple size branched tees available on request. Please contact Ameron.

© Ameron 2003 - FP 899 04/03. - Page 11 of 20.

Reducing Saddles withQuick-Lock SocketBranch

Nominal Saddle Saddle Overall Laying Saddle Maximum Average RequiredPipe Angle Thickn. Length Length Length Working Weight AdhesiveSize (a) (t

s) (OL) (LL) (B) Pressure Kits

{runxrunxbranch) (*) 3 and 6[mm] [inch] [degree] [mm] [mm] [mm] [mm] [bar] [kg] [Oz]50x25 2x1 180 14 153 126 152 12 0.5 1 -80x25 3x1 180 14 167 140 152 12 0.5 - 180x40 3x1½ 180 14 172 140 152 12 0.6 - 180x50 3x2 180 14 186 140 152 12 0.7 - 1100x25 4x1 180 21 186 159 152 12 1.2 - 1100x40 4x1½ 180 21 191 159 152 12 1.1 - 1100x50 4x2 180 21 205 159 152 12 1.2 - 1100x80 4x3 180 21 205 159 241 12 1.6 - 1125x25 5x1 180 27 194 167 152 12 1.9 - 1125x40 5x1½ 180 27 199 167 152 12 1.8 - 1125x50 5x2 180 27 218 172 152 12 1.8 - 1125x80 5x3 180 27 218 172 241 12 2.5 - 1150x25 6x1 180 27 321 194 152 12 2.3 1 1150x40 6x1½ 180 27 226 194 152 12 2.1 1 1150x50 6x2 180 27 240 194 152 12 2.1 1 1150x80 6x3 180 27 240 194 241 12 3.0 1 1150x100 6x4 180 27 240 194 305 12 3.5 1 1200x25 8x1 180 33 240 213 152 12 3.5 1 1200x40 8x1½ 180 33 245 213 152 12 3.3 1 1200x50 8x2 180 33 259 213 152 12 3.3 1 1200x80 8x3 180 33 259 213 241 12 4.8 1 1200x100 8x4 180 33 272 226 305 12 5.7 1 1200x150 8x6 180 33 292 235 432 12 6.4 1 1250x25 10x1 180 33 265 238 152 12 4.3 - 2250x40 10x1½ 180 33 270 238 152 12 4.1 - 2250x50 10x2 180 33 284 238 152 12 4.1 - 2250x80 10x3 180 33 284 238 241 12 6.0 - 2250x100 10x4 180 33 297 251 305 12 7.2 - 2250x150 10x6 180 33 321 264 432 12 8.6 - 2300x25 12x1 180 33 297 270 152 12 5.0 1 2300x40 12x1½ 180 33 302 270 152 12 4.8 1 2300x50 12x2 180 33 316 270 152 12 4.8 1 2300x80 12x3 180 33 316 270 241 12 7.1 1 2300x100 12x4 180 33 316 270 305 12 8.6 1 2300x150 12x6 180 33 327 270 432 12 10.6 1 2350x25 14x1 180 33 313 286 152 12 5.5 1 2350x40 14x1½ 180 33 318 286 152 12 5.2 1 2350x50 14x2 180 33 332 286 152 12 5.2 1 2350x80 14x3 180 33 332 286 241 12 7.8 1 2350x100 14x4 180 33 332 286 305 12 9.5 1 2350x150 14x6 180 33 362 305 432 12 11.9 1 2400x25 16x1 180 33 338 311 152 12 6.2 - 3400x40 16x1½ 180 33 343 311 152 12 6.0 - 3400x50 16x2 180 33 357 311 152 12 6.0 - 3400x80 16x3 180 33 357 311 241 12 9.0 - 3400x100 16x4 180 33 357 311 305 12 11.0 - 3400x150 16x6 180 33 387 330 432 12 13.9 - 3Note: (*) When reinforced as per Ameron instructions, pressure rating can be increased to 16 bar.

© Ameron 2003 - FP 899 04/03. - Page 12 of 20.

Bushing Saddles

Reducing Saddles withFlanged Branch

Nominal Angle Saddle Laying Saddle Maximum Average RequiredPipe Thickn. Length Length Working Weight with AdhesiveSize Pressure CL.150 Kits{runxbranch) (a) (ts) (LL) (B) (*) flange 3 and 6[mm] [inch] [degree] [mm] [mm] [mm] [bar] [kg] [Oz] [Oz]80x25 3x1 180 14 133 152 12 0.9 - 180x40 3x1½ 180 14 133 152 12 1.2 - 180x50 3x2 180 14 171 152 12 1.9 - 1100x25 4x1 180 21 152 152 12 1.6 - 1100x40 4x1½ 180 21 152 152 12 1.7 - 1100x50 4x2 180 21 190 152 12 2.4 - 1100x80 4x3 180 21 190 241 12 3.4 - 1125x25 5x1 180 27 170 152 12 2.3 - 1125x40 5x1½ 180 27 170 152 12 2.4 - 1125x50 5x2 180 27 208 152 12 3.0 - 1125x80 5x3 180 27 208 241 12 4.3 - 1150x25 6x1 180 27 187 152 12 2.7 1 1150x40 6x1½ 180 27 187 152 12 2.7 1 1150x50 6x2 180 27 225 152 12 3.3 1 1150x80 6x3 180 27 225 241 12 4.8 1 1150x100 6x4 180 27 225 305 12 5.8 1 1200x25 8x1 180 33 206 152 12 3.9 1 1200x40 8x1½ 180 33 206 152 12 3.9 1 1200x50 8x2 180 33 244 152 12 4.5 1 1200x80 8x3 180 33 244 241 12 6.6 1 1200x100 8x4 180 33 257 305 12 8.0 1 1200x150 8x6 180 33 267 432 12 10.0 1 1250x25 10x1 180 33 232 152 12 4.7 - 2250x40 10x1½ 180 33 232 152 12 4.7 - 2250x50 10x2 180 33 270 152 12 5.3 - 2250x80 10x3 180 33 270 241 12 7.8 - 2250x100 10x4 180 33 282 305 12 9.5 - 2250x150 10x6 180 33 295 432 12 12.2 - 2300x25 12x1 180 33 264 152 12 5.4 1 2300x40 12x1½ 180 33 264 152 12 5.4 1 2300x50 12x2 180 33 302 152 12 6.0 1 2300x80 12x3 180 33 302 241 12 8.9 1 2300x100 12x4 180 33 302 305 12 10.9 1 2300x150 12x6 180 33 320 432 12 14.2 1 2350x25 14x1 180 33 279 152 12 5.9 1 2350x40 14x1½ 180 33 279 152 12 5.8 1 2350x50 14x2 180 33 317 152 12 6.4 1 2350x80 14x3 180 33 317 241 12 9.6 1 2350x100 14x4 180 33 317 305 12 11.8 1 2350x150 14x6 180 33 336 432 12 15.5 1 2400x25 16x1 180 33 305 152 12 6.6 - 3400x40 16x1½ 180 33 305 152 12 6.6 - 3400x50 16x2 180 33 343 152 12 7.2 - 3400x80 16x3 180 33 343 241 12 10.8 - 3400x100 16x4 180 33 343 305 12 13.3 - 3400x150 16x6 180 33 362 432 12 17.5 - 3Note: (*) When reinforced as per Ameron instructions, pressure rating can be increased to 16 bar.* Flange drilling class has to be specified when ordering (see flange section).

Filament-wound Glassfiber Reinforced Epoxy (GRE) adhesive-bonded pipe saddles withstainless steel1) 1/22) inch and 3/42) inch threaded bushings.

Nominal Angle Saddle Maximum Average RequiredPipe Length Working Weight AdhesiveSize (a) (B) Pressure Kits[mm] [inch] [degree] [mm] [bar] [kg] [3 Oz] [6 Oz]50 2 180 100 16 0.3 1 -80 3 180 100 16 0.7 1 -100 4 180 100 16 0.8 1 -125 5 180 100 16 0.9 - 1150 6 180 100 16 1.1 - 1200 8 180 100 16 1.3 - 1250 10 180 100 16 1.6 1 1300 12 180 100 12 1.8 1 1350 14 180 100 12 1.9 1 1400 16 180 100 12 2.1 - 21) Consult Ameron for other type material.2) Consult Ameron for other sized bushings.

© Ameron 2003 - FP 899 04/03. - Page 13 of 20.

Deluge Couplings withReversed Taper Bushingswith 1/2" or 3/4"Outlets

Filament-wound Glassfiber Reinforced Epoxy (GRE) deluge couplings with reversed taperbushings with 1/21) inch and 3/41) inch threaded outlets.

Nominal Laying Overall Outside Maximum AveragePipe Length Length Diameter Working WeightSize (LL) (OL) (OD) Pressure[mm] [inch] [mm] [mm] [mm[ [bar] [kg]50 2 60 152 95 16 1.680 3 60 152 126 16 2.3100 4 60 152 147 16 2.6125 5 60 175 174 16 3.5150 6 60 175 201 16 4.0200 8 60 187 251 16 5.4250 10 115 255 305 16 9.0300 12 115 268 356 16 11.0350 14 115 290 414 16 22.2400 16 115 318 436 16 25.4

* Outlets are NPT or BSP, to be specified with order.** Other configurations are available on request.*** Bushings are only available in titanium.

Filament-wound fittings with integral Quick-Lock adhesive-bonding socket ends.

Nominal Laying Overall Laying Overall Maximum AveragePipe Length Length Length Length Working WeightSize (LL1) (OL1) (LL2) (LL2) Pressure[mm] [inch] [degree] [mm] [mm] [mm] [bar] [kg]50 2 64 110 203 249 16 1.680 3 76 122 254 300 16 3.0100 4 76 122 305 351 16 3.9125 5 89 146 337 394 16 5.8150 6 89 146 368 425 16 6.8200 8 114 178 445 509 16 12250 10 127 197 521 591 16 21300 12 140 216 622 698 16 30350 14 140 229 622 711 16 39400 16 140 242 622 724 16 54Note: Consult ameron for higher pressures.

Filament-wound fittings with integral Quick-Lock adhesive-bonding socket ends.

Nominal Laying Overall Laying Overall Maximum AveragePipe Length Length Length Length Working WeightSize (LL1) (OL1) (LL2) (OL2) Pressure[mm] [inch] [degree] [mm] [mm] [mm] [bar] [kg]50 2 128 220 64 110 12 1.380 3 172 364 86 132 12 2.5100 4 210 302 105 151 12 3.2125 5 254 368 127 184 12 4.9150 6 286 400 143 200 12 5.9200 8 356 484 178 242 12 10250 10 432 572 216 286 12 16300 12 508 660 254 330 12 27350 14 534 712 267 356 12 42400 16 584 788 292 394 12 65Note: Consult Ameron for higher pressures.

45º Laterals

Equal Crosses

LL1 LL2

OL2

OL2

LL2

DS DS

DS

OL1

© Ameron 2003 - FP 899 04/03. - Page 14 of 20.

Filament-wound fittings with integral Quick-Lock adhesive bonding socket ends.

Nominal Laying Overall Maximum AveragePipe Length Length Working WeightSize (runxrun) (LL) (OL) Pressure[mm] [inch] [degree] [mm] [bar] [kg]40x25 1½x1 32 91 20 0.250x25 2x1 64 137 20 0.350x40 2x1½ 32 110 20 0.580x40 3x1½ 76 154 20 0.580x50 3x2 54 146 20 0.5100x50 4x2 76 168 20 1.1100x80 4x3 73 165 20 0.9125x80 5x3 74 177 16 1.4125x100 5x4 74 177 16 1.5150x80 6x3 97 200 16 1.8150x100 6x4 94 197 16 1.8150x125 6x5 110 224 16 1.8200x100 8x4 138 248 16 2.9200x125 8x5 126 247 16 2.8200x150 8x6 98 219 16 2.7250x150 10x6 117 244 16 3.7250x200 10x8 105 239 16 3.6300x200 12x8 149 289 16 5.0300x250 12x10 137 283 16 4.6350x250 14x10 184 343 16 7.2350x300 14x12 178 343 16 7.3400x300 16x12 165 343 16 8.9400x350 16x14 152 343 16 9.0

Filament-wound fittings with integral Quick-Lock adhesive bonding socket ends.

Nominal Laying Overall Eccentricity Maximum AveragePipe Size Length Length Working Weight(runxrun) (LL) (OL) (X)* Pressure[mm] [inch] [degree] [mm] [mm] [bar] [kg]40x25 1½x1 56 115 7 20 0.250x25 2x1 100 173 13 20 0.350x40 2x1½ 44 122 6 20 0.380x40 3x1½ 150 228 20 20 0.680x50 3x2 108 200 14 20 0.6100x50 4x2 200 292 27 20 1.3100x80 4x3 93 185 12 20 1.0125x100 5x4 101 204 14 16 1.5150x80 6x3 293 396 39 16 2.5150x100 6x4 200 303 27 16 2.3150x125 6x5 100 214 13 16 2.3.200x100 8x4 390 500 52 16 4.6200x125 8x5 290 411 39 16 4.3200x150 8x6 190 311 25 16 3.6250x150 10x6 392 519 53 16 6.5250x200 10x8 202 336 27 16 5.1300x200 12x8 390 530 53 16 8.4300x250 12x10 190 336 26 16 6.3350x250 14x10 308 467 42 16 9.2350x300 14x12 118 283 16 16 6.7400x300 16x12 306 484 41 16 12.8400x350 16x14 188 379 25 16 11.2Note: (*) Shows eccentricity of the eccentric reducers.

Concentric Reducers

Eccentric Reducers

OL

© Ameron 2003 - FP 899 04/03. - Page 15 of 20.

Filament-wound standard flanges with integral Quick-Lock adhesive bonding socket ends.

Nominal Laying Overall Maximum Average weight * DIN 2633 DIN 2633Pipe Length Length Working ANSI ANSI ISO ISOSize (LL) (OL) Pressure B16.5 B16.5 7005.2 7005.2

CL.150 CL.300 PN10 PN16[mm] [inch] [degree] [mm] [bar] [kg] [kg] [kg] [kg]25 1 3 30 20 0.5 0.6 0.5 0.540 1½ 3 35 20 1.1 1.1 1.0 1.050 2 5 51 20 1.3 1.7 1.8 1.880 3 5 51 20 1.8 2.6 2.4 2.4100 4 5 51 20 2.8 3.8 2.7 2.7125 5 5 62 16 3.8 5.4 4.0 4.0150 6 6 63 16 4.5 6.7 4.9 4.9200 8 6 70 16 5.0 9.9 7.1 6.9250 10 6 76 16 9.5 13.2 9.1 9.8300 12 5 81 16 14.5 19.2 11.2 12.7350 14 8 97 16 20.5 29.8 18.6 20.5400 16 8 110 16 26.8 40.0 25.0 27.4

Note: Other drillings may be possible. Please consult Ameron.* Full-face elastomeric gaskets may be used suitable for the service pressure, service

temperature and fluid. Shore A durometer hardness of 60 +5 is recommended (3 mm thick).Compressed fibre gaskets (3 mm thick), compatible with pressure,temperature and mediummay also be used.Mechanical properties should be in accordance with DIN 3754 (IT 400) or equal.

** For maximum bolt torque refer to the appropriate Bondstrand literature.A torque-wrench must be used, since excessive torque may result in flange damage.

Filament-wound standard flanges with integral Quick-Lock adhesive bonding socket ends.

Nominal Laying Overall Flange Maximum Average weight DIN 2633 DIN 2633Pipe Length Length Thickness Working ANSI ANSI ISO ISOSize Pressure B16.5 B16.5 7005.2 7005.2

(LL) (OL) (E) CL.150 CL.300 PN10 PN16

[mm] [inch] [degree] [mm] [mm] [bar] [kg] [kg] [kg] [kg]50 2 5 51 30 12 0.9 1.1 1.0 1.080 3 5 51 30 12 1.5 1.8 1.6 1.1100 4 5 51 33 12 2.2 2.9 2.1 2.1125 5 5 62 47 12 3.7 4.9 3.6 3.6150 6 6 63 47 12 3.7 5.4 3.9 3.9200 8 6 70 54 12 6.2 8.4 6.0 6.0250 10 6 76 54 12 8.4 11.1 7.6 8.2300 12 5 81 56 12 12.3 15.3 9.0 10.2350 14 8 97 72 12 17.3 22.6 14.1 15.5400 16 8 110 85 12 25.6 32.9 20.6 22.6Notes: As per above heavy-duty flanges.

Filament-wound O-ring sealed stub-ends with integral Quick-Lock adhesive bonding socketends and steel backing rings.

Nominal Laying Overall Face Ring Maximum AveragePipe Length Length Diameter to Face Working WeightSize (LL) (OL) (RF) (H) Pressure GRE Stub-end[mm] [inch] [degree] [mm] [mm] [mm] [bar] [kg]25 1 10 37 51 10 20 0.140 1½ 10 42 73 10 20 0.250 2 10 56 92 10 20 0.280 3 10 56 127 10 20 0.4100 4 10 56 157 16 20 0.6125 5 10 67 186 16 16 1.0150 6 10 67 216 16 16 1.2200 8 10 74 270 16 16 1.8250 10 10 80 324 23 16 2.5300 12 10 86 378 23 16 3.3350 14 10 98 413 27 16 3.8400 16 10 112 470 27 16 5.7Note: Up to 10 bar stub-ends without O-ring groove can be used with elastomeric gaskets.\

Heavy-Duty Flanges

Stub-end

Hub Flanges

© Ameron 2003 - FP 899 04/03. - Page 16 of 20.

Nominal ANSI Average ANSI DIN 2633 ISO DIN 2633 ISO AveragePipe B16.5 Weight B16.5 Average 7005.2 Average 7005.2 WeightSize CLASS.150 CLASS.300 Weight PN 10 Weight PN 16

(D) (D) (D) (D)[mm] [inch] [mm] [kg] [mm] [kg] [mm] [kg] [mm] [kg]25 1 14.3 0.8 17.5 1.3 16 1.0 16 1.040 1½ 17.5 1.2 20.6 2.3 16 1.7 16 1.750 2 19.0 1.8 22.2 2.5 18 2.2 18 2.280 3 23.8 3.2 28.6 4.8 20 3.0 20 3.0100 4 23.8 4.2 31.7 7.0 20 3.1 20 3.1125 5 23.8 4.4 34.9 9.5 22 3.6 23 3.8150 6 25.5 5.2 36.5 12.2 22 4.9 23 5.1200 8 28.8 8.5 41.3 18.3 25 7.1 27 7.3250 10 35.6 13.5 47.6 26.0 28 9.3 32 11.8300 12 40.0 23.0 50.8 38.7 29 10.7 35 15.4350 14 41.6 32.0 54.0 56.3 36 21.3 40 26.3400 16 47.9 42.0 58.2 70.1 40 26.6 44 33.0Note: Other materials and/or drillings are available. Please consult Ameron.

Filament-wound standard Quick-Lock flanges with ANSI B16.5 Class 150 drilling.

Nominal Laying Overall Maximum AveragePipe Length Length Working WeightSize (LL) (OL) Pressure Flange[mm] [inch] [mm] [kg] [kg] [kg]50 2 40 86 16 2.280 3 39 85 16 3.0100 4 39 85 16 4.7125 5 39 96 12 5.8150 6 40 97 12 6.9200 8 40 104 12 7.4250 10 38 108 12 13.5300 12 40 116 12 22.1350 14 40 129 12 30.0400 16 40 142 12 39.8

Notes: Other drillings are available. Please consult Ameron.Flanges with 1/2" NPT female thread, 316 SS nipple and bushing.Other metals on request.Also available with 2 outlets spaced at 180 degree, on special request.

Filament-wound Glassfiber Reinforced Epoxy (GRE) blind flanges

Nominal Flange Maximum Average weight Average weightPipe Thickness Working ANSI B16.5 ANSI B16.5 DIN 2633/ ISO 7005.2Size (D) Pressure CLASS 150 CLASS.300 PN 10 PN 16[mm] [inch] [mm] [bar] [kg] [kg] [kg] [kg]25 1 25 20 0.4 0.5 0.4 0.540 1½ 25 20 0.5 0.9 0.7 0.850 2 30 20 0.7 1.2 1.1 1.280 3 30 20 1.1 1.9 1.6 1.7100 4 40 20 1.7 3.6 2.6 2.7125 5 35 16 2.6 3.8 3.0 3.1150 6 40 16 2.9 5.7 4.4 4.6200 8 45 16 5.2 9.2 7.1 7.3250 10 50 16 7.2 13.8 10.6 11.5300 12 60 16 11.4 22.7 16.3 17.8350 14 65 16 16.4 30.8 22.7 24.5400 16 70 16 22.6 40.7 30.5 32.7

Note: Other drillings are available. Please consult Ameron.

Galvanized* SteelRing Flange for Stub-ends

Orifice Flanges

Blind Flanges

© Ameron 2003 - FP 899 04/03. - Page 17 of 20.

Nipples

Filament-wound standard Quick-Lock fittings with integral Quick-Lock adhesive bondingsocket ends.

Nominal Laying Overall Outside Maximum AveragePipe Length Length Diameter Working WeightSize (LL) (OL) (OD) Pressure[mm] [inch] [mm] [mm] [mm] [bar] [kg]25 1 10 64 42 20 0.140 1½ 10 74 57 20 0.150 2 10 102 72 20 0.380 3 10 102 100 20 0.4100 4 10 102 129 20 0.6125 5 10 124 156 16 0.8150 6 10 124 183 16 1.0200 8 10 137 235 16 1.7250 10 10 150 289 16 2.3300 12 10 163 340 16 2.8350 14 19 196 373 16 4.6400 16 19 223 430 16 7.2

Filament-wound standard Quick-Lock fittings with Quick-Lock adhesive bonding spigotends.

Nominal Laying Gap* Maximum AveragePipe Length Working WeightSize (LL) Pressure[mm] [inch] [mm] [mm] [bar] [kg]25 1 57 3 20 0.140 1½ 67 3 20 0.150 2 95 3 20 0.180 3 95 3 20 0.2100 4 95 3 20 0.3125 5 117 3 16 0.4150 6 118 3 16 0.5200 8 130 3 16 0.7250 10 143 3 16 1.0300 12 156 3 16 1.3350 14 184 3 16 3.1400 16 210 3 16 4.4

* Remaining gap after bonding.

Filament-wound Glassfiber Reinforced Epoxy (GRE) pipe saddles for wear,support and anchor.

Nominal Saddle Saddle Saddle Required Saddle RequiredPipe Angle Thickn. Weight Adhesive Weight AdhesiveSize α t

s100mm # Kits 150mm # Kits

[mm] [inch] [degree] [mm] [kg] [3 and 6Oz] [kg] [3 and 6Oz]25 1 180 14 0.2 1 - 0.3 1 -40 1½ 180 14 0.3 1 - 0.5 1 -50 2 180 14 0.4 1 - 0.6 1 -80 3 180 14 0.5 1 - 0.8 - 1100 4 180 14 0.7 1 - 1.1 - 1125 5 180 14 0.8 - 1 1.2 - 1150 6 180 14 0.9 - 1 1.4 1 1200 8 180 14 1.1 - 1 1.7 1 1250 10 180 14 1.5 1 1 2.3 - 2300 12 180 14 1.8 1 1 2.7 1 2350 14 180 14 2.0 1 1 3.0 1 2400 16 180 14 2.4 - 2 3.6 - 3Notes:* Filament-wound support saddles are intended for protection of pipe at supports and clamps,

as well as for anchoring purposes. Support and anchor saddles are standard 180°.Saddles are supplied in standard lengths of 100 mm and 150 mm.

** For special saddle -lengths, -thickness and/or angles consult Ameron.# Wear saddles are standard 90°. 90° saddle weights are 50% of value shown.

Couplings

Support Saddles

© Ameron 2003 - FP 899 04/03. - Page 18 of 20.

Grounding Saddles Filament-wound Glassfiber Reinforced Epoxy (GRE) pipe saddles for grounding.

Nominal Saddle Saddle Saddle Average RequiredPipe Angle Length Thickness Saddle AdhesiveSize α B t

sWeight Kits

[mm] [inch] [angle] [mm] [mm] [kg] [3Oz]25 1 90 76 14 0.1 140 1½ 90 76 14 0.1 150 2 90 76 14 0.1 180 3 90 76 14 0.2 1100 4 90 76 14 0.2 1125 5 90 76 14 0.3 1150 6 90 76 14 0.3 1200 8 45 76 14 0.2 1250 10 45 76 14 0.2 1300 12 45 76 14 0.3 1350 14 45 76 14 0.3 1400 16 45 76 14 0.3 1

Notes :* Grounding saddles are used in conductive piping systems.** Bondstrand conductive adhesive should be used for mounting.*** Saddles are supplied with integrated stainless steel cable with a length of 600 mm.

Number of Adhesive Kits per joint.

Nominal Required Minimum numberPipe Adhesive Kit of Adhesive KitsSize Size required per joint[mm] [inch] [cm3] [Oz] nr.25 1 89 3 1/540 1½ 89 3 1/550 2 89 3 1/480 3 89 3 1/3100 4 89 3 1/2125 5 89 3 1150 6 89 3 1200 8 89 3 1250 10 177 6 1300 12 177 6 1350 14 177 6 2400 16 177 6 2

Notes:* Adhesive Kits should never be split. If remainder is not used for other joints made at the same

time, the surplus must be discarded.** Required adhesive for saddles is shown in the dimension table of the respective saddles.*** For type of adhesive to be used, please refer to the Bondstrand® Corrosion Guide.

Adhesives

hole diameter is 12 mm

© Ameron 2003 - FP 899 04/03. - Page 19 of 20.

Consult de following literature for recommendations pertaining design, installation and useof Bondstrand pipe, fittings and flanges:

Assembly Instructions for Quick-Lock adhesive-bonded joints FP 170Bondstrand Corrosion Guide for fiberglass pipe and tubing FP 132Assembly Instructions for Bondstrand fiberglass flanges FP 196Guide for Installing Suspended Pipe FP 679Guide for Installing Buried Pipe FP 278Bondstrand Engineering Guide for Suspended Pipe FP 288Bondstrand M74 Pipe Shaver FP 696Bondstrand B-1 Pipe preparation tool. FP 810

Please consult Ameron for the latest version of the above mentioned literature.


Maximum allowable surge pressure is max. 150% of rated pressure.

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2

1 inch = 25.4 mm1 Btu.in/ft2h°F = 0.1442 W/mK°C = 5/9 (°F-32)

This product literature and the recommendations for usage it contains are based on test datareasonably believed to be reliable. It is intended that this literature be used by personnel havingspecialised training in accordance with currently acceptable industry practice and normaloperating conditions. Variation in environment, changes in operating procedures, or extrapolationof data may cause unsatisfactory results. We recommend that your engineers verify thesuitability of this product for your intended application. Since we have no control over theconditions of service, we expressly disclaim responsibility for the results obtained or for anyconsequential or incidental damages of any kind incurred.

Field testing

Surge pressure

Engineering design &installation

Conversions

Important notice

© 1997 Ameron - FP 170 A 11/97 (formerly BA-20). Page 1 of 8 Printed in Holland.

Bondstrand® Assembly Instructionsfor Quick-Lock adhesive bonded joints

photo 1

photo 3

photo 2

photo 4

photo 5

To make the bell and spigot assembly ofBondstrand® pipe and fittings using Ameron’sthermosetting adhesives, you need only follow

these step-by-step instructions. They show you how to cutthe pipe, prepare the ends, use the adhesive, stab the jointand cure the adhesive to produce a strong and reliableQuick-Lock joint.

1To cut the pipe to length, measure the desired lengthand scribe the pipe using a pipefitter’s wrap-around

(photo 1). Place the pipe in a vise, using 6 mm (1/4 inch)thick rubber pad to protect pipe from damage. Cut pipewith hacksaw, sabre saw, or abrasive wheel (photo 2).Check the squareness of cut by inserting a pipe shaverarbor flush in to the cut pipe. Pipe up to 100 mm (4 inches)should be square to within 1.6 mm (1/16 inch). Largerpipe should be square to within 3.2 mm (1/8 inch). Use adisc grinder or file to correct squareness.

Danger: Avoid inhaling dust produced by cutting and grin-ding operations. Provide adequate ventilation; wear-appro-ved dust respirators.

2Shave the cut end of the pipe using the Bondstrand®pipe shaver (photo 4). Shaving can be done manually,

but a portable power drive is advisable for larger sizes andif shaving several sections. Measure the shaved pipe usinga Pi Taper® (photo 5). See table 1 for shaving dimen-sions.

Note 1: Instructions for adjusting and operating the pipeshaver to prepare the correct spigot diameter and length areprovided with the shaver or may be obtained from yourlocal Ameron representative. For 25 and 40 mm (1-11/2”)diameters a compact pipe shaver is available from Ameron.Note 2: Diameters 350 and 400 mm (14 and 16”) of series2000M and 7000M have a deviating internal diameter thatneed different sized arbors.

Table 1. Shaved dimensionsPipe Dia Max. Dia. Min.Dia. Spigot Length*

(mm) (in) (mm) (in) (mm) (in) (mm) (in)

25 1 32.9 1.296 32.6 1.284 28.6-31 1.13-1.22

40 1.5 47.8 1.882 47.5 1.870 33.4-36 1.32-1.42

50 2 59.6 2.346 59.2 2.331 49-52 1.93-2.05

80 3 88.0 3.465 87.6 3.449 49-52 1.93-2.05

100 4 112.9 4.445 112.5 4.429 49-52 1.93-2.05

125 5 139.5 3.543 139.9 3.553 59-62 2.32-2.44

150 6 166.6 6.559 166.2 6.543 59-62 2.32-2.44

200 8 217.5 8.563 217.1 8.547 65-68 2.60-2.68

250 10 271.7 10.697 271.3 10.681 71-74 2.80-2.91

300 12 322.6 12.701 322.2 12.685 78-81 3.07-3.19

350 14 354.2 13.945 353.8 13.929 89-93 3.50-3.66

400 16 404.5 15.925 404.1 15.910 103-106 4.06-4.17

* When correct spigot lengths are taken adjusted on the shaver, the length of

the shaved pipe end will be automatically within the min. and max. size as

described above.


photo 10

photo 11 photo 12photo 6 photo 7

photo 8 photo 9

3All fittings, sockets, pipe ends (spigots) and pipe soc-kets must be clean, dry and sanded within two hours of

assembly. Sanding should be accomplished using a 10-12mm (1/2 inch) drill motor, 1700-2000 rpm (photos 6-8)and flapper type sander with a 40-60 grit aluminium oxideabrasive, available from Ameron. After sanding, surfacesto be bonded should show a dull fresh finish, not a polis-hed look. Do not forget to lightly sand the edges of thespigot. Clean and dry sanded surfaces are necessary forproper bonding.Sockets with a 25 and 40 mm diameter must be sandedwith sandpaper with a 40-60 grit, since they are too smallfor the flapper sander.

Danger: Avoid inhaling dust produced by sanding opera-tions. Provide adequate ventilation; wear an approved dustrespirator.

Thoroughly wipe the sanded socket and spigot with aclean, dry cloth, or use a duster brush to remove dust par-ticles (photo 9). If surfaces are wet, warm withBondstrand® heating blanket until dry, then resand.Protect the bonding surfaces from moisture during badweather with tenting over the working area. Do not touchthe prepared surfaces with bare hands or any articles thatwould leave an oily film.

4aUse table 2 to measure back from the spigot end ofeach pipe to be joined (photo 10) and scribe a line

using a white grease pencil or soapstone. When the spigotis bottomed in the socket, the scribed line will be 25 mm(1 inch) from the end of the socket.

bMatch mark the two mating pieces for proper align-ment. Taking care to avoid contaminating mating sur-

faces, fit together loosely the two pieces to be joined(photo 11). Using a white grease pencil or soapstone,mark each piece in a common longitudinal line for subse-quent realignment (photo 12).

5Ameron offers several chemically resistant thermoset-ting adhesives recommended for use in pipelines trans-

porting most fluids (for exceptions see Bondstrand®Chemical Resistance Chart available from Ameron).Because the acceptability for pipelines transporting foodor potable water depends on local laws and regulations,contact your Bondstrand supplier for advice or assistancebefore using adhesives in these services.

Table 2: Mark location forchecking spigot insertionNom. Dia Mark location for

checking spigotinsertion in mm/in

25 1 52 2.0540 1.5 57 2.2450 2 71 2.8080 3 71 2.80100 4 71 2.80125 5 82 3.23150 6 82 3.23200 8 89 3.50250 10 95 3.74300 12 101 3.98350 14 113 4.45400 16 127 5.00


photo 13 photo 14

aStore adhesives at temperatures below 38°C (100°F)and use before the expiration date stamped on the top

flap of the package. Do not use kit if either containershows evidence of leakage.

bSelect the size of adhesive kit in accordance with table 3.

Be aware of the working time available to you after theadhesive is mixed.Working times at various temperatures are stated on theadhesive package.If the adhesive is not within the 21°C (70°F) and 38°C(100°F) range, you will need to warm or cool it beforemixing. The adhesive will not mix and spread well below21°C and will set up too fast above 38°C.

Caution:These adhesive resins and hardeners, separately orcombined, will cause skin and eye irritation. Avoid contactwith skin and eyes. Do not take internally. In case of con-tact, wash skin with soap and water. For eyes, flush withplenty of water for at least 15 minutes and get medicalattention. For industrial use only. Keep away from children.

cObserve the following:(1) Use soap and water to wash skin area with which

adhesive components have come in contact. Do not usesolvents on the skin.(2) Use water-removable protective creams to avoid aller-gic reactions. Solvent-removable creams are not recom-mended. Disposable polyethylene gloves can also be usedto avoid contact of Bondstrand® adhesive with the hands.

dAfter the joint has been properly prepared (see steps1 through 4) and it is ready to be bonded, add the con-

tents of the small container (hardener) to the large con-tainer (resin) and stir thoroughly for at least one minuteand until no streaks are visible in the mixture (photos13/14).Immediately after mixing, apply the adhesive to the sur-faces to be bonded as described below. If your epoxyadhesive mixture has started to heat in the container, dis-card and start a new one. Heating indicates that the mix-ture has started to cure.

6With the spatula supplied in the adhesive kit, or a reus-able steel spatula, apply a layer of adhesive approxi-

mately 0.8 mm (1/32 inch) thick to the surface of the socket (photo 15).

Table 3: Determining adhesive quantitiesPipe Dia Kit Size Joints per Kit

(mm) (cc)

25 1 89 5

40 1.5 89 5

50 2 89 4

80 3 89 3

100 4 89 2

150 6 89 1

200 8 89 1

250 10 177 1

300 12 177 1

350 14 177 3/4

400 16 177 1/2


photo 18photo 17

photo 19

photo 15 photo 16

Too much adhesive on the socket will result in a flow res-triction inside the joint.Apply adhesive liberally to the entire spigot surface and athin layer to the cut end of the pipe. Excess adhesive onthe spigot surface will be forced out when the socket andspigot are joined.

7aWithout delay, insert the pipe slowly and withoutrotation into the socket until the spigot end rests

firmly rests against the pipe stop (photo 17). For 150 mm(6”) pipe and larger, use a light strap winch to seat andclamp the joint. Support the winch on a wooden bridgeacross the joint so the winch can be left snug while theheating blanket cures the adhesive. Smaller pipe (25, 40,50, 80 and 100 mm (1, 11/2, 2, 3 and 4”) is joined by tappingon a 50x100 mm (2” x 4”) wooden block placed over thepipe end to seat the spigot in to the socket.

bFittings may be joined to pipe spigots by using one ofthe two methods of Step 7a or a 1 kg rubber hammer

(Shore A Durometer 70-80) 60 to 75 mm (21/2-3”) in dia-meter may be used to tap directly on Bondstrand fittingsfor proper seating. It may be helpful or even necessary toback up the outside radius of an elbow, tee, lateral, etc.with a sandbag or similar shock absorber while tappingpipe spigots into fittings.

cAlign flanges, tees and other fittings to the matchmarksas you assemble the spigot and socket. Avoid having to

rotate the part while assembling. Then, for flanges, checkrotational alignment of bolt holes and squareness of flan-ge faces. Flanges with bolt holes more than 1.6 mm (1/16inch) out of rotational alignment, flanges more than 1.6mm out of square across the flange face, or any angularerrors of more than 1/2 degree in the axial or rotationalalignment of spigot and socket joints are likely to intro-duce subsequent assembly problems. If misaligned, pulljoint apart, remove adhesive from the pipe stop area,reapply adhesive as in step 6 and rejoin before adhesivestarts to set up.

dCheck for proper seating.The scribed mark on the spi-got (see step 4a) should now be 25 mm (1 inch) from

the end of the socket (photo 19).

eClean up and remove excess adhesive from outside ofjoint and from front, back and inside of flange. Flange

face must be clean and free of adhesive.

Correct

Incorrect !


Blanket

Thermostat

Pipe

Pipe

Heating Blanket

8aCure adhesive joints as follows: Place the thermo-stat end of your Bondstrand® heating blanket

against the assembled joint with the thermostat sidefacing out from the joint.Wrap the remainder of the blan-ket around the joint so that any overlap will cover thethermostat. Tie the blanket in place with any nonconduc-ting tie.

bIt is always a good idea to insulate around the heatingblanket and to close the pipe ends. This is essential

when it is windy or when the air temperature is below15°C (59°F). Fiberglass insulation backed with aluminiumfoil generally works well. Insulation should overlap theblanket sides about 100 mm (4 inch) each way and be tieddown near the edges to trap the heat.

Caution: Joint must not be moved, vibrated, or otherwisedisturbed during cure of adhesive.

cFlange mounting requires a special wrap. Lay the blan-ket flat with the thermostat down and, starting at the

thermostat end, roll up the blanket. Insert the rolled blan-ket into the pipe end the depth of the fresh joint, leavingthe cord and part of the blanket exposed as shown in thesketch at the left. Fill the space inside the rolled blanketwith fiberglass insulation or some other heat resistantmaterial to ensure that the blanket remains snugly againstthe inside joint surface.

dApply alternating current (ac) at the voltage markedon the heating blanket and mark the starting time on

the pipe. Make sure the blanket is operating and, in fact,heats up.

9Curing.All adhesives are cured with and Ameron-approved

heating blanket. However, the proper cure time dependson the choice of adhesive and the conditions of service.For a pipe-to-pipe and a pipe-to-flange connection, mini-mal curing time is 60 minutes. For a pipe-to-fitting jointcuring time is min. 90 minutes because wall thickness offittings is mostly thicker than pipe diameter. Also whenusing pipe-to-pipe fittings with extra thick wall (such aswith series 2000M and 7000M) a curing time of min. 90minutes is recommended.

Tip: Preparations for other assemblies can be handledduring this curing process.

Special Wrap for Flange Mounting

Standard Wrap for Pipeand Fitting Joints


10Check working of heating blanket regularly to ens-ure the blanket is operating. When heating blanket

fails to operate correctly, e.g. by a temporary power loss,the entire curing procedure should be repeated.

Recommended equipment for installing Bondstrand®Pipe(a) Pipe shaver and arbors (Ameron)(b) Hacksaw, saber saw, or abrasive wheel(c) Winch and straps, for 150 mm (6”) and larger,

Dayton No. 2Z096(d) Pi Tape ® measuring tape(e) White grease pencil or soapstone(f) Rubber mallet, 2 lb. (Shore A Durometer 70-80)

60 to 75 mm (21/2-3”) diameter(g) Pipefitter’s wrap-around(h) Disc grinder or file (optional)(I) Heat blanker (Ameron)(j) Electric 6 mm (1/4 inch) drive drill motor,

1700-2000 rpm.(k) Level(l) Flapper wheel sander or sandpaper (Ameron)(m) Folding rule, 3 m (10 inch)(n) Tape, 15 m (50 inch)(o) Duster brush or clean rags(p) Portable power drive, Ridgid® No. 700 or

Amaz-O-Thred® 181 D.(q) Pipe vise (Pilot No. 20) and is 6 mm (1/4 inch) thick

elastomer pad.

IMPORTANT

This literature and the information and recommendationsit contains are based on data reasonably believed to bereliable. However, such factors as variations in environ-ment, application or installation, changes in operatingprocedures, or extrapolation of data may cause differentresults. Ameron makes no representation or warranty,express or implied, including warranties of merchantabili-ty or fitness for purpose, as to the accuracy, adequacy, orcompleteness of the recommendations or informationcontained herein. Ameron assumes no liability whatsoe-ver in connection with this literature or the information orrecommendations it contains.

Written comments regarding this document are invited.Please write to the Engineering Manager,Ameron Fiberglass Pipe Group,P.O. Box 6 - 4190 CA Geldermalsen,the Netherlands.


Assembly Instructionsfor Bondstrand fiberglass flanges

Scope These instructions present Ameron's recommendations for the proper use ofBondstrand fiberglass flanges in the following pipe series:

Series 2000 2000M4000 5000 5000M6000 7000 7000M

The mounting of flanges on pipe and fittings is addressed by the assemblyinstructions for the particular Bondstrand jointing system used.

Gaskets Use full-face gaskets of an elastomer suitable for the service pressure andtemperature and fluids in the system. Gaskets should be 1/8 inch (3 mm) thick witha Shore A durometer hardness between 55 and 65. Refer to ASTM D1330Specification for Sheet Rubber Gaskets, Grade I or II, to establish minimumphysical property requirements for use with water, except specify a Shore Adurometer hardness of 60 ± 5. For dimensions other than thickness, refer to Table5 of ANSI B16.21-1978 for Class 150 full-face gaskets.

Assembly First finger tighten all nuts. Bolt threads must be clean and lubricated to attainproper torque. Use lubricated washers under both nuts and bolt heads to protectflange back-facing.

Tighten all nuts following the sequences shown under tightening sequence. Do notexceed the torque increments given in recommended bolt torques. After all boltshave been tightened to the recommended torque, recheck the torque on each boltin the same sequence, since previously tightened bolts may have relaxed.

Caution: Excess torque can prevent sealing and can damage flanges.

Sealing. against valves Always follow these instructions carefully when joining Bondstrand flanges toand other flanges raised-face steel flanges, flanges on lined pipe and fittings, and wafer valves of all

types. Molded flanges should not be connected to wafer valves or raised-face steelflanges. Valves are frequently supplied with sealing details built into the flangefacing. Unless these details are known to seal without a gasket against Bondstrandflanges, use the usual full-face, 1/8-inch thick elastomeric gasket.

Safety factors Standard black or solid gray molded flanges in 4-through 12-inch sizes have asafety factor to failure torque of 1.5 or greater when joined to another Bondstrandflange or any flat-face flange in accordance with these instructions. All otherBondstrand flanges have a safety factor to failure of 1.5 or greater when joined to araised-face steel flange or a valve in accordance with these instructions.

© Ameron 1987 FP196A supersedes FP196 O 01/93 Printed in The Netherlands

Nuts and washers Nut Plain WasherFlange Size Thickness OD Thickness (in) (mm) (in) (mm) (in) (mm) (in) (mm) 1-1.5 25-40 .44 11 1.06 30 .12 3 2-4 50-100 .55 14 1.31 33 .12 3 6-8 150-200 .64 15 1.47 37 .16 410-12 250-300 .75 19 1.75 44 .16 414-16 350-400 1.00 25 2.00 51 .16 418-20 350-500 1.00 25 2.25 57 .16 422-30 550-750 1.06 27 2.50 64 .16 432-36 800-900 1.28 33 3.00 76 .16 4

Nuts and washers should conform to requirements of ANSI B18.2.2-1972 (R1983) Regular Hex Nuts andANSI B18.22.1-1965 (R1981) Type A, Plain, Narrow Series, respectively. Washer dimensions agree with“SAE Standard'' and ANSI/ASTM Specification F436.

Recommended bolt torques Torque Recommended Torque forFlange Size Increments Full Pressure Seal

(in) (mm) (ft · lb) (N ·m) (ft·lb) (N·m)1- 4 25-100 5 7 20 276-12 150-300 10 14 30 4114-16 350-400 10 14 50 6818-20 450-500 20 27 60 8122-36 550-900 25 34 75 102

All flanges for the Bondstrand pipe series listed above in Scope mate with other Bondstrand flanges or withflat-face steel flanges using these bolt torques.

Tightening sequence

Bolt lengths Recommended hex head bolt lengths for flanges with ANSI B1 6.5, Class 150drilling are tabulated below. Stud bolt lengths may be determined by adding thethickness of a nut plus three threads to the tabulated lengths. For orifice flangeassemblies add an additional 1½ inches (40 mm). ALWAYS use washers underboth nuts and bolt heads to protect the back-facing of fiberglass flanges.

Filament-wound flanges

Flange Bolt Bolt Flange Combination1

Size Diameter Count FW x FW FW x S HDFW x HDFWHDFW x S(in) (mm) (in) (mm) (in) (mm) (in) (mm) (in) (mm) (in) (mm) 1 25 0.500 13 4 _ _ _ _ 3.50 89 3.00 76 1.5 40 0.500 13 4 _ _ _ _ 4.00 102 3.50 892 502 0.625 16 4 3.25 83 3.00 76 5.25 133 4.00 1023 802 0.625 16 4 3.50 89 3.25 83 5.25 133 4.25 1084 1002 0.625 16 8 3.75 95 3.50 89 5.25 133 4.25 1086 150 0.750 19 8 5.00 127 4.25 108 6,50 165 5.00 1278 200 0.750 19 8 5.50 140 4.50 114 7.00 178 5.50 14010 250 0.875 22 12 5.50 140 4.75 121 7.50 191 5.50 14012 300 0.875 22 12 5.75 146 5.00 127 8.00 203 6.00 15214 350 1.000 25 12 7.25 184 5.75 146 9.50 241 7.00 17816 400 1.000 25 16 8.00 203 6.25 159 10.00 254 7.50 19118 450 1.125 29 16 9.00 229 7.00 178 11.00 279 8.00 20320 500 1.125 29 20 9.50 242 7.50 191 11.50 292 8.50 21622 550 1.250 32 20 10.50 267 8.00 203 12.50 318 9.00 22924 600 1.250 32 20 11.00 279 8.50 216 13.00 330 9.50 24126 650 1.250 32 24 10.50 267 9.00 229 14.00 356 11.00 27928 700 1.250 32 28 11.00 279 9.50 241 15.00 381 11.50 29230 750 1.250 32 28 11.50 292 9.50 241 16.00 406 12.00 30532 800 1.500 38 28 13.00 330 10.50 257 18.00 457 13.00 33034 850 1.500 38 32 13.00 330 11.00 279 19.00 483 14.00 35636 900 1.500 38 32 14.00 356 11.50 292 20.00 508 15.00 381

Molded flangesFlange Bolt Bolt Flange Combination1

Size Diameter Count M x M M x S3

(in) (mm) (in) (mm) (in) (mm) (in) (mm)1.5 403 0.500 13 4 _ _ 4.50 1142 50 0.625 16 4 3.25 83 _ _3 80 0.625 16 4 3.75 95 _ _4 100 0.625 16 8 4.25 108 _ _6 150 0.750 19 8 5.00 127 4.25 1088 200 0.750 19 8 5.50 140 4.50 11410 250 0.875 22 12 5.50 140 4.75 12112 300 0.875 22 12 5,75 146 5.00 1271) FW = Filament-wound

S = Steel M = Molded

HDFVV - Heavy-duty filament-woundBolt lengths are determined using ASTM Standard Practice F704 and Annex "F'' of ANSI Standard B16.5-1981 and include provision for washers under bolt heads and nuts abutting filament-wound or moldedflanges. Bolts should conform to requirements of ANSI 818.2.1-1972 Regular Hex Head Bolts.

2) Maintain bolt end point clearance on inside radius of 2-through 4-inch flanged ANSI 45ºBondstrand elbows by using additional washers or shims under boll heads as required.

3) Flat-face steel flanges.

4) Available only in 2 x 1 ½ inch reducing configuration. Connect only to 1½ inch steel flange.

Trouble shooting If assembled joint leaks, Ioosen and remove all bolts, nuts, washers and gaskets.Check for alignment of assembly. Rebuild to correct alignment as required. Check thegasket for damage. If damaged, discard and replace with new, undamaged gasket.

Check flanges for seal ring damage. In particular, check the condition of the inner sealrings. Flanges with damaged inner seal rings must be removed and new, undamagedflanges installed.If leaks occur as a result of deficiencies in nonfiberglass components of the pipingsystem, consult the manufacturer of the defective components for recommendedcorrective procedures.

Clean and relubricate old threads and washers before rejoining. Repeat the joiningprocedure outlined above.

After corrective action has been taken, retest the joint to see if a seal has been made.

Important notice This literature and the information and recommendations it contains are based on datareasonably believed to be reliable. However, such factors as variations in environment,application or installation, changes in operating procedures, or extrapolation of data maycause different results. Ameron makes no representation or warranty, express or implied,including warranties of merchantability or fitness for purpose, as to the accuracy,adequacy or completeness of the recommendations or information contained herein.Ameron assumes no liability whatsoever in connection with this literature or theinformation or recommendations it contains.

Written comments regarding this document are invited. Please write EngineeringManager, Ameron Fiberglass Pipe Group.





© Ameron 1995. FP 599 C 08/04 supersedes FP 599 B 05/99 - Page 1 of 2. Printed in the Netherlands.

Bondstrand pipe shavers are designed to prepare a spigoton the cut end of a Bondstrand pipe as described in the individual assembly

instructions. Pipe is shipped from the factory with spigots, but when the pipe is cut tolength on the job site, a spigot must be shaved for assembly to the bell end of anothersection of pipe, or to a fitting or coupling. Each shaver is centered and fixed on theend of the pipe by an expanding arbor. Arbors are available for each pipe size. Thearbor slips in to the pipe and expands to grip the inside of the pipe when the tensioningbolt(s)is/are tightened. As the frame is rotated around the stationary centre shaft, thecutting tool advances automaticially.

Assembly techniqueFor the best possible joint reliability, Ameron draws on broad experience to providecomplete assembly instructions. These well-defined and repeatable assemblytechniques help the user avoid field-joining problems and assure succesful installation.Training programmes and audio-visual aids are available and are especially helpfulfor first-time users of Bondstrand Pipe Shavers.

The following series of pipe shavers are available :

Shaver Type Bonding system SizeB-1 Quick-Lock® 1- 4M74 Quick-Lock 2-16M86 Taper/Taper 2-6M86 XL Taper/Taper and Quick-Lock 2-10M87 Taper/Taper and Quick-Lock 6-16M87 XL Taper/Taper and Quick-Lock 16-24M95 Taper/Taper 24-40

B-1 Pipe End Preparation ToolThe B-1 pipe tool is used to prepare the straight spigot end on Bondstrand fiberglasspipe employing the Quick-Lock adhesive bonded joint. The tool is available for allBondstrand pipe sizes from 1 through 4 inch (25-100 mm) in diameter and has beendesigned so that all critical dimensions such as spigot length and spigot outsidediameter are preset and require no adjustment by the operator.

M74 Pipe ShaverThe Bondstrand M74 Pipe Shaver is designed to prepare a cilindrical surface (spigot)on the cut end of a Bondstrand pipe in sizes 2 through 16 inch (50-400 mm) in diam-eter as described in the Bondstrand Assembly Instructions. When adjusted and usedas described in the instructions, the shaver prepares an excellent bonding surfacewith a controlled tolerance on diameter. This unit can be rotated by hand or with aportable power drive (supplied loose). A key in the portable power drive engages akeyway in the power drive seat to rotate the unit.

Bondstrand® Pipe Shavers

© Ameron 1995. FP 599 C 08/04 supersedes FP 599 B 05/99 - Page 1 of 2. Printed in the Netherlands.


Fiberglass-CompositePipe GroupHeadquartersP.O. Box 801148Houston TX 77280U.S.A.Phone: (+1) 713 690 7777Fax: (+1) 713 690 2842Internet: www.ameron.comemail: [email protected]



M86 Pipe ShaverThe Bondstrand M86 Pipe Shaver is designed to prepare a tapered spigot on the cutend of a Bond-strand pipe in sizes 2 through 6 inch (50-150 mm) diameter allowing tofit a Bondstrand fitting with a matching tapered socket. The shaver is normally drivenby a portable power-drive adapter. A key in the portable power drive engages a keywayin the power drive seat to rotate the shaver.

M86XL Pipe ShaverThe Bondstrand M86XL pipe shaver is designed to prepare a tapered or straightspigot on the cut-end of a Bondstrand pipe in the sizes 2 through 10 inch (50-250mm) diameter, allowing to fit a Bondstrand fitting with a matching tapered socket orQuick-Lock socket, as well as preparing ends for mechanical coupling e.g. Helden,Straub, Viking Johnson, etc. The shaver is driven by two fixed electric motors.

M87 Pipe ShaverThe Bondstrand M87 pipe shaver is designed to prepare a tapered or straight spigoton the cut end of a Bondstrand pipe in the sizes 6 through 16 inch (150-400 mm)diameter, allowing to fit a Bondstrand fitting with a matching tapered socket or Quick-Lock socket, as well as preparing ends for mechanical coupling e.g. Helden, Straub,Viking Johnson, etc. The shaver is driven by a portable power drive. A key in theportable power drive engages in a matching slot on the power drive seat to rotate theshaver.

M87XL Pipe ShaverThe Bondstrand M87XL pipe shaver is designed to prepare a tapered or straight spigoton the cut end of a Bondstrand pipe in the sizes 16 through 24 inch (400-600 mm)diameter, allowing to fit a Bondstrand fitting with a matching tapered socket or Quick-Lock socket, as well preparing ends for mechanical coupling e.g. Helden, Straub,Viking Johnson, etc. The shaver is driven by a portable power drive.

M95 Pipe ShaverThe Bondstrand M95 pipe shaver is designed to prepare a tapered or straight spigoton the cut-end of a Bondstrand pipe in the sizes 24 through 40 inch (600-1000 mm)diameter, allowing to fit a Bondstrand fitting with a matching tapered socket or Quick-Lock socket, as well as preparing ends for mechanical coupling e.g. Helden, Straub,Viking Johnson, etc. The shaver is driven by two fixed electric motors.

© Ameron 2004. FP 730 B 06/04 supersedes FP 730 A 04/00. Page 1 of 2. Printed in The Netherlands.

Electric Heating BlanketsHeat source for forced curingadhesive-bonded joints in Bondstrand®Glassfiber Reinforced Epoxy (GRE)piping systems

Introduction Bondstrand® heating blankets are specially designed to heat cure adhesive-bondedjoints in pipe and fittings. Requiring either 120 Volts or 230 Volts alternating current,the blankets are quickly and easily applied. They provide thermostatically controlledheat, ensuring maximum joint strength and reliability.

Ameron supplies heating blankets for pipe sizes varying from 1 to 40 inch(25 -1000 mm) controlled by either one or two thermostats.There are two types of blankets, Type A and Type B.

TYPE A : Inner joint heating blanket for pipe sizes 1-3 inch (25-75 mm).This type of blanket is specially designed for curing bonded flange joints by insertingthe pre-formed shape in to the pipe.

TYPE B : Single-zone heating blankets for pipe sizes 1-40 inch (25-1000 mm).This type of blanket is placed around or inside the bonded joint (with exception of 1"through 3" flange joints).Type B blankets are divided in the following diameter ranges:! 1-2 inch (25-50 mm) ! 18-20 inch (450-500 mm)! 3 -4 inch (75-100 mm) ! 22-24 inch (550-600 mm)! 6 -8 inch (150-200 mm) ! 28-32 inch (700-800 mm)! 10-12 inch (250-300 mm) ! 34-40 inch (850-1000 mm)! 14-16 inch (350-400 mm)

Note:For sizes 28-32 inch (700-800 mm) and 34-40 inch (850-1000 mm) operating at 120Volts two zone blankets are used.

TYPE A :1) Insert the blanket flush with the end of pipe after removal of excess adhesive from

the joint and leave the power cord exposed from the joint.2) Ensure that the pre-formed blanket remains snugly against the inside joint surface

by “locking” beginning and end with each other.3) At removal after the recommended curing time beware not to pull the blanket by

power cord when fixed by excess adhesive.4) Release first before removal in order to avoid damage to the thermostat.

TYPE B :1) Place the thermostat end against the assembled joint with the thermostat facing out

from the joint.2) Wrap the remainder of the blanket around the joint so that any overlap

will cover the thermostat.3) Tie the blanket in place with heat-resistant wire (copper, or soft iron).

Instructions

Type A

Type B

© Ameron 2004. FP 730 B 06/04 supersedes FP 730 A 04/00. Page 2 of 2. Printed in The Netherlands.

Fiberglass-CompositePipe GroupEuropeAmeron B.V.P.O. Box 64190 CA GeldermalsenThe NetherlandsPhone: (+31) 345 587 587Fax: (+31) 345 587 561Internet: www.ameron-fpg.nlemail: [email protected]

Fiberglass-CompositePipe GroupThe AmericasP.O. Box 878Burkburnett, TX 76364U.S.A.Phone: (+1) 940 569 1471Fax: (+1) 940 569 2764

Fiberglass-CompositePipe GroupHeadquartersP.O. Box 801148Houston, TX 77280U.S.A.Phone: (+1) 713 690 7777Fax: (+1) 713 690 2842Internet: www.ameron.comemail: [email protected]

Fiberglass-CompositePipe GroupAsiaAmeron (Pte) LtdNo. 7A, Tuas Avenue 3JurongSingapore 639407Phone: (+65) 6861 6118Fax: (+65) 6862 1302/6861 7834Internet: www.ameron.com.sgemail: [email protected]

Instructions

Handling precautions

Flange mounting requires a special wrap.Lay the blanket with the thermostat down and, starting with the thermostat end, roll upthe blanket. Insert the rolled blanket in to the pipe end for the depth of the joint becured, leaving the power cord and part of the blanket exposed as shown.Keep the blanket snugly against the inside joint surface by a flexible non metallic rod.

1) Do not lift or hold the blanket by the power cord.2) Do not apply alternating current (A.C.) when standing in water, or on wet surfaces.3) Apply alternating current only at the voltage marked on the heating blanket.4) Do not step on the blanket or create sharp folds in it.5) Inspect the blanket and power cord for loose wire connections and bare wires

prior to applying alternating current.6) Make sure the blanket is operating, in fact heats up (at all heating zones when

applicable).7) For required curing times and detailed assembly instructions, please refer to the

applicable joint Assembly Instructions.8) Use the blanket only for pipe sizes as indicated on the blanket.

For further information regarding the use of the blankets, please refer to the respectiveBondstrand® Assembly Instructions.

SPECIAL WRAP FOR FLANGE MOUNTING

STANDARD WRAP FOR PIPE AND FITTING JOINTS SPECIAL WRAP FOR FLANGE MOUNTING

For complete information, please click on the below hyperlink: www.bondstrand-ssl.com

http://www.bondstrand-ssl.com

© Ameron 1998 - FP 353 A 07/99 supersedes FP 353 11/98. Printed in The Netherlands. - Page 1 of 6.

Description

Performance

Uses and applications

Bondstrand ® (SSL)Steel Strip Laminate Pipefor high pressure systemsfor pipeline applications usingthe Coil-LockTM mechanical joint

● Oil field flow lines and gathering lines● Crude oil transmission lines● Wet gas flow lines● High Pressure water injection lines● Onshore or sub-sea applications

GRE laminate complies with requirements of API 15HR.Safety factors exceed API 5L requirements by 20%. Joint safety factor is 4:1.Although not needed, can be cathodically protected according to DOT regulations.Highly resistant to oil and gas, CO2, H2S, hot saline water and aggressive soils.Resistant to ballistic damages.In service monitoring available (no smart pigs required).Maximum operating temperature: 110°C (230°F).

Pipe and FittingsPipe is made of multiple steel strips encased between inner and outer fiberglassreinforced epoxy (GRE) jackets.Standard filament-wound elbows 1.5, 3, 6D and reducers are available.ANSI and ISO flanges, tapping couplings, closure pieces and tees are available incoated or alloy steel.

JointThe Coil-LockTM joint utilises the proven capability of Key-Lock in a helical coilconfiguration for high pressure performance. Hydrostatic seal is made by means ofa standard double elastomeric O-ring. A single O-ring is also available on request.A round nylon or aluminum key is used as a thread form. Optional: polysulfide orpolythioether adhesive sealant can be injected between double O-rings, for anadditional seal in critical applications such as high pressure gas.

From 200-1000 mm (8-40”) : + 11.8 m (40 ft) random length.Pup joints available for field make up.

Pipe property Units Value Method

Flow coefficient Hazen-Williams 150 —Absolute roughness 10-6 m 5.3 —Density g/cm3 2.2 —

lbs/cu..in .079 —

NOTE: All values are given in metric values followed by imperial values.

Pipe size

Physical properties

covered by US patents:

5,520,422, 5,529,668 and 5,579,890

For complete information please click on the below hyperlink www.bondstrand-ssl.com

http://www.bondstrand-ssl.com


Mechanical properties Mechanical Properties GRE component of SSLTest temperature Source of Data (psi x 103) (MPa) ASTM Method21ºC./70ºF SSL hoop loaded test pipe 17.815 123 D2992-9693°C./200°F SSL axial and hoop loaded test pipe 9.793 68 D2992-91

Mechanical Properties SSL at 21 °C.Pipe property SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL10

CircumferentialHoop tensile strength, MPa 814 841 855 876 890 897 910 917Minimum hoop yield stress, MPa 365 407 442 472 497 519 538 555Design hoop tensile stress, MPa 217 243 263 281 296 309 320 330Hoop tensile modulus, GPa 73.3 82.1 89.4 95.5 101 105 109 113Poisson's ration axial/hoop 0.346 0.337 0.330 0.326 0.323 0.320 0.318 0.316LongitudinalAxial tensile strength, MPa 222 285 335 376 410 439 464 432Minimum axial yield stress, MPa 204 262 308 345 377 403 426 397Design axial tensile stress, MPa 112 128 141 152 161 169 176 182Axial tensile modulus, GPa 62.0 70.8 78.1 84.2 89.2 93.8 97.7 101Poisson's ratio hoop/axial 0.323 0.319 0.316 0.314 0.312 0.311 0.310 0.309

Mechanical Properties SSL at 70 °F.Pipe property SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL10

CircumferentialHoop tensile strength x103 psi 118.0 122.0 124.0 127.0 129.0 130.0 132.0 133.0Min.hoop yield stress, x103 psi 52.9 59.0 64.1 68.4 72.1 75.3 78.0 80.5Design hoop tensile stress, x103 psi 31.5 35.2 38.2 40.7 42.9 44.8 46.4 47.8Hoop tensile modulus, x 106 psi 10.6 11.9 13.0 13.9 14.6 15.3 15.816.3Poisson's ratio hoop/axial 0.346 0.337 0.330 0.326 0.323 0.320 0.318 0.316LongitudinalAxial tensile strength, x103 psi 32.2 41.3 48.6 54.5 59.4 63.7 67.3 62.6Min. axial yield stress, x103 psi 29.6 38.0 44.6 50.0 54.6 58.5 61.8 57.5Design axial tensile stress, x103 psi 16.2 18.5 20.4 22.0 23,3 24.5 25.5 26.4Axial tensile modulus, x 106 psi 8.99 10.3 11.3 12.2 12.9 13.6 14.2 14.7Poisson's ratio hoop/axial 0.323 0.319 0.316 0.314 0.312 0.311 0.310 0.309

1) Designation SSL followed by a number showing the layers of steel strips (3-10).2) Note: The above values are based on the entire composite cross sectional area of GRE plus

steel.

SSL Pipe bi-directional loaded pressure rating based on minimum thicknessfiberglass jacket(s) and steel laminate at 21 °C.

Operating PressurePipe Inside series series series series series series series seriesDia Dia SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10(mm) (mm) (bar) (bar) (bar) (bar (bar) (bar) (bar) (bar)200 209 148 184 220 255 291 327 362 398250 263 118 146 175 203 231 260 288 316300 314 99 123 146 170 194 218 241 265350 345 90 112 133 155 177 198 220 242400 394 79 98 117 135 154 173 192 211450 434 71 89 106 123 140 157 175 192500 494 64 80 95 111 126 142 157 173550 543 59 73 87 101 115 129 143 157600 579 54 66 79 92 105 118 131 144700 701 44 55 66 76 87 97 108 119750 751 41 51 61 71 81 91 101 111800 800 39 48 57 67 76 85 95 104900 901 35 43 51 59 68 76 84 931000 1001 31 38 46 53 61 68 76 83

Min. Wall Thick.* 6.3 6.8 7.4 7.9 8.5 9.0 9.6 10.0* Total Wall Thickness in mm.

1) Use de-rating chart for temperatures between 21°C-93°C.2) Designation SSL followed by a number showing the layers of steel strips (3-10).3) Data are subject to change. Ameron confirmation is required on project basis. Please contact

our factory for pressure ratings at temperatures above 93°C.

Pressure ratings


Pressure ratings (Ct'nd)

.

SSL Pipe bi-directional loaded pressure rating based on minimum thicknessfiberglass jacket(s) and steel laminate at at 70 °F.

Operating PressurePipe Inside series series series series series series series seriesDia Dia SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10(in) (in) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi)8 8.2 2150 2650 3200 3700 4200 4750 5250 575010 10.4 1700 2100 2550 2950 3350 3750 4150 460012 12.4 1450 1800 2100 2450 2800 3150 3500 385014 13.6 1300 1600 1950 2250 2550 2900 3200 350016 15.5 1150 1400 1700 1950 2200 2500 2800 305018 17.1 1050 1300 1550 1800 2050 2300 2550 275020 19.5 950 1150 1400 1600 1850 2050 2300 250022 21.4 850 1050 1250 1450 1650 1850 2050 230024 22.8 800 950 1150 1350 1500 1700 1900 210028 27.6 650 800 950 1100 1250 1400 1550 170030 29.6 600 750 900 1050 1200 1300 1450 160032 31.5 550 700 850 950 1100 1250 1350 150036 35.4 500 600 750 850 1000 1100 1200 135040 39.4 450 550 650 750 900 1000 1100 1200Min. Wall Thick.*0.246 0.268 0.290 0.312 0.334 0.356 0.378 0.400

* Total Wall Thickness in inches.1) Use derating chart for temperatures between 70°F-200°F.2) Designation SSL followed by a number showing the layers of steel strips (3-10).3) Data are subject to change. Ameron confirmation is required on project basis. Please

contact our factory for pressure ratings at temperatures above 200°F.

Temperature De-rating ChartTemperature Temperature Pressurein oC in oF De-Rating Factor21 70 1.00025 77 0.98630 86 0.97035 95 0.95340 104 0.93645 113 0.91950 122 0.90255 131 0.88560 140 0.86866 150 0.84870 158 0.82075 167 0.78680 176 0.75185 185 0.71690 194 0.68293 200 0.661

Linear coefficient of expansion by temperature of SSL pipeTemperature - mm/mm/ oCx10-5 @ 21oC @ 66oC @ 93oCSSL 3 1.29 1.28 1.26SSL 4 1.26 1.25 1.24SSL 5 1.24 1.23 1.22SSL 6 1.23 1.22 1.21SSL 7 1.22 1.21 1.21SSL 8 1.21 1.21 1.20SSL 9 1.20 1.20 1.19SSL 10 1.20 1.20 1.19Temperature - in/in/ oFx10-6 @ 70oF @ 150oF @ 200oFSSL 3 7.16 7.09 7.02SSL 4 7.00 6.95 6.89SSL 5 6.90 6.85 6.80SSL 6 6.82 6.78 6.74SSL 7 6.77 6.73 6.70SSL 8 6.73 6.70 6.66SSL 9 6.69 6.66 6.64SSL 10 6.67 6.64 6.61

Thermal expansion


Typical pipe weights forBondstrand SSL

Typical pipe stiffness

Minimum weight empty pipe in kg/m .Pipe Pipe series series series series series series series seriesDia ID SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10(mm) (mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)200 209 17.7 21.4 25.2 29.2 33.3 37.5 42.0 46.5250 263 22.0 26.5 31.1 35.9 40.9 46.1 51.4 56.9300 314 26.0 31.3 36.7 42.3 48.1 54.1 60.3 66.7350 345 28.4 34.2 40.1 46.2 52.5 59.0 65.7 72.6400 394 32.3 38.8 45.5 52.4 59.6 66.9 74.4 82.2450 434 35.5 42.6 50.0 57.5 65.2 73.2 81.4 89.9500 494 40.2 48.3 56.5 65.1 73.8 82.8 92.0 101.4550 543 44.1 52.9 61.9 71.2 80.8 90.6 100.6 110.9600 579 46.9 56.3 65.9 75.8 85.9 96.3 107.0 117.9700 701 56.5 67.7 79.3 91.1 103.2 115.7 128.4 141.4750 751 60.4 72.5 84.8 97.4 110.4 123.6 137.2 151.1800 800 64.4 77.2 90.3 102.8 117.5 131.6 146.0 160.7900 901 72.3 86.6 101.3 116.4 131.8 147.5 163.7 180.21000 1001 80.2 96.1 112.3 129.0 146.0 162.0 181.3 199.5

1) Designation SSL followed by a number showing the layers of steel strips (3-10).2) Data are subject to change. Ameron confirmation is required on project basis.

Minimum weight empty pipe in Lbs/ft.Pipe Pipe series series series series series series series seriesDia ID SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10(in) (in) (lbs/ft) (lbs/ft) (lbs/ft) (lbs/ft) (lbs/ft) (lbs/ft) (lbs/ft) (lbs/ft)8 8.2 11.9 14.4 16.9 19.6 22.3 25.2 28.2 31.310 10.4 14.8 17.8 20.9 24.1 27.5 30.9 34.5 38.212 12.4 17.5 21.0 24.7 28.4 32.3 36.3 40.5 44.814 13.6 19.1 23.0 26.9 31.0 35.3 39.5 44.1 48.816 15.5 21.7 26.1 30.6 35.2 40.0 44.9 50.0 55.218 17.1 23.8 28.6 33.6 38.6 43.8 49.2 54.7 60.420 19.5 27.0 32.4 38.0 43.7 49.6 55.6 61.8 68.122 21.4 29.6 35.5 41.6 47.8 54.3 60.8 67.6 74.524 22.8 31.5 37.8 44.3 50.9 57.7 64.7 71.8 79.228 27.6 37.9 45.5 53.2 61.2 69.3 77.7 86.2 95.030 29.6 40.6 48.7 56.9 65.4 74.1 83.0 92.1 101.532 31.5 43.2 51.8 60.6 69.1 78.9 88.4 98.0 107.936 35.5 48.5 58.2 68.1 78.2 88.5 99.1 109.9 121.040 39.4 53.8 64.5 75.5 86.6 98.1 108.8 121.8 134.0

1) Designation SSL followed by a number showing the layers of steel strips (3-10).2) Data are subject to change. Ameron confirmation is required on project basis.

Calculated Pipe stiffness (PS) in kPa at 21 °C.Pipe Size series series series series series series series series(mm) (in) SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10200 8 5.018 7.162 10.018 13.710 18.358 24.076 30.972 39.152250 10 2.622 3.750 5.256 7.208 9.670 12.705 16.375 20.737300 12 1.538 2.203 3.092 4.246 5.704 7.504 9.683 12.278350 14 978 1.403 1.970 2.708 3.641 4.795 6.193 7.860400 16 660 947 1.332 1.832 2.465 3.248 4.198 5.331450 18 466 670 942 1.296 1.745 2.301 2.975 3.781500 20 341 491 690 951 1.280 1.689 2.185 2.777550 22 258 370 521 718 967 1.276 1.651 2.100600 24 199 286 403 555 748 988 1.278 1.626700 28 126 181 255 352 474 627 811 1.033750 30 103 148 208 287 387 511 662 842800 32 85 122 172 237 320 422 547 696900 36 60 86 121 167 225 298 386 4911000 40 44 63 88 122 165 218 282 360

1) Designation SSL followed by a number showing the layers of steel strips (3-10).2) Note: Maximum allowable deflection is 1% of pipe diameter.


Typical pipe stiffness(Ct'nd)

Calculated Pipe Stiffness (PS) in psi at 70 °F.Pipe Size series series series series series series series series(mm) (in) SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10200 8 728 1.039 1.453 1.988 2.662 3.491 4.491 5.677250 10 380 544 762 1.045 1.402 1.842 2.374 3.007300 12 223 319 448 616 827 1.088 1.404 1.780350 14 142 203 286 393 528 695 898 1.140400 16 96 137 193 266 357 471 609 773450 18 68 97 137 188 253 334 431 548500 20 50 71 100 138 186 245 317 403550 22 37 54 76 104 140 185 239 305600 24 29 41 58 80 108 143 185 236700 28 18 26 37 51 69 91 118 150750 30 15 21 30 42 56 74 96 122800 32 12 18 25 34 46 61 79 101900 36 9 12 18 24 33 43 56 711000 40 6 9 13 18 24 32 41 52

1) Designation SSL followed by a number showing the layers of steel strips (3-10).2) Note: Maximum allowable deflection is 1% of pipe diameter.

Stiffness Factor (SF) per ASTM D-2412 .Unit series series series series series series series series

SSL 3 SSL 4 SSL 5 SSL 6 SSL 7 SSL 8 SSL 9 SSL 10N-m at 21°C 869 1.254 1.772 2.449 3.312 4.386 5.696 7.269lbf-in at 70°F 7.691 11.096 15.680 21.675 29.310 38.812 50.409 64.329

1) Designation SSL followed by a number showing the layers of steel strips (3-10).

Minimum Bending Radius for SSL pipe SSL4 - SSL10Nominal during installation during operationPipe Dia (No Internal Pressure) (At rated Operating Pressure)(mm) (in) (m) (feet) (m) (feet)200 8 73 240 122 400300 12 84 275 149 490350 14 91 300 152 500400 16 107 350 183 600450 18 116 380 198 650500 20 130 425 226 740550 22 137 450 244 800600 24 146 480 259 850700 28 177 580 305 1000750 30 190 625 335 1100800 32 198 650 366 1200900 36 229 750 396 13001000 40 259 850 427 1400

Note: Consult manufacturer for bending radius recommendations on SSL3 series.Bend radius are guidelines only. Sharper bends may be accommodated at lower opartingpressures or temperatures.

Bending radius

Pipe system is designed for field testing with water at ambient temperature at 125% ofrated pressure.

Maximum allowable surge pressure is 125% of rated pressure at ambient temperature.

1 psi = 6895 Pa = 0.07031 kg/cm2

1 bar = 105Pa = 14.5 psi = 1.02 kg/cm2

1 MPa = 1 N/mm2 = 145 psi = 10.2 kg/cm2

1 inch = 25.4 mm1 Btu.in/ft2h°F = 0.1442 W/mK°C = 5/9 (°F-32)

This product literature and the recommendations for usage it contains are based on testdata reasonably believed to be reliable. It is intended that this literature be used bypersonnel having specialised training in accordance with currently acceptable industrypractice and normal operating conditions. Variation in environment, changes in operatingprocedures, or extrapolation of data may cause unsatisfactory results. We recommendthat your engineers verify the suitability of this product for your intended application. Sincewe have no control over the conditions of service, we expressly disclaim responsibility forthe results obtained or for any consequential or incidental damages of any kind incurred.

Field testing

Conversions

Important notice

Surge pressure





P I P E • T U B I N G • C A S I N G • W E L L S C R E E N SCENTRON

1.1

Avoid fluid transport problems the Centron Way. Advanced filament wound construction

gives Centron® tubular fiberglass products superior physical properties and performance

capabilities.

• Operating pressures to 3500 PSI in hostile corrosive environment.

• Tubing and casing with deep hole capabilities of more than 10,000 feet.

• Fast, reliable, make-up. Industry standard and premium end connectors available.

• Flow characteristics 1–1/2 times better than steel.

• Provides for low solids build-up and low pressure drop.

• At 1/4 the weight of steel, handling and installation costs are reduced substantially.

• Flow lines

• Chemical disposal lines

• Injection lines

• Gas gathering and transport lines

• Water processing

• Solution mining lines

• Recirculating lines

• Production oil wells

• Injection wells

• Chemical disposal wells

• Water wells

• Solution mining wells

• Mine acid lines

• API 15 HR and 15 LR monogrammed pipe available

• About 1/4 the weight of steel

• Assemble in any weather

• Superior flow characteristics

• Low paraffin and scale build-up

• Excellent corrosion resistance and long service life

• Exceptional pressure and axial load capabilities

• Low installation costs

Overview F ibe rg lass Epoxy P ipe (GRE) , Tub ing , Cas ing and We l l Sc reens

F E A T U R E S >

A P P L I C A T I O N S >

A D V A N T A G E S >

Important Note Limited Warranty

The information and recommendations contained in this literature regarding Centron® Fiberglass Products are based on

currently available data and believed to be representative of the product under specific conditions. However, such factors as

variations in environment, application or installation, changes in operating procedures, or extrapolation of data may cause

different results. Centron International Inc. makes no representation or warranty, express or implied, including warranties of

merchantability or fitness for purpose or service life, as to the accuracy, adequacy, or completeness of the recommendations

or information contained herein. Centron International Inc. neither assumes nor authorizes any representative or other person

to assume for it, any obligation or liability other than such as is expressly set forth. Centron International Inc. reserves the

right to change any and all specifications or descriptions without notice.

Q1, 15LR, 15HR

ISO 9001

1.2

Bel l x Spigot Pipe (CBS) and Integral Joint L ine Pipe (CEN)

Lightweight, easy to handle and install, Centron® Fiberglass Epoxy Line Pipe is ideal for all

flow lines. Joint make-up is by hand, and no special tools or skills are required. The strong,

coarse threads make up fast and sure. For orientation of fittings, pipe joint may be backed off

up to 360° from full make-up. The white band is used for quick and positive visual indication

of proper make up. Centron pipe is filament wound on polished steel mandrels to produce an

exceptionally smooth inside diameter. It is highly resistant to damage from brines, sweet and

sour crudes, H2S, CO2, and other fluids.

Centron Bell x Spigot (CBS), adhesive bonded pipe and IJ Line Pipe (CEN) are available in

the sizes listed below to 500 psi (CBS) and 800 psi (CEN) maximum static pressure rating.

Overview

C O N N E C T I O N

S Y S T E M

F E A T U R E S

F ibe rg lass Epoxy P ipe (GRE) , Tub ing , Cas ing and We l l Sc reens

>

C O N S T R U C T I O N

F E A T U R E S

>

2 2.23 (56.6) 500 (3.45) to 800 (5.51) 30 (9.1)

3 3.35 (85.1) 500 (3.45) to 800 (5.51) 30 (9.1)

4 4.33 (110.0) 500 (3.45) to 800 (5.51) 30 (9.1)

Operating Joint

Size ID Pressure Ratings Length

Inches (mm) Available PSI (MPa) Feet (M)

For larger diameters use Bondstrand 150, 200 or 300 for sizes 6- to 12-inches, depending on

performance characteristics required. For 14 to 16-inch diameters use Bondstrand 150 or 200

as needed for performance required. For 18 to 40-inch diameters use Bondstrand 3400.

Integral Joint High-Performance Line Pipe (SP, SPH, SP8*)

Centron SP Line Pipe with its ultra high strength threaded joint, multiple seal and advanced

filament wound construction make it the choice for demanding oil field, solution mining, fluid

transport and natural gas applications.

• Multiple seal — for high reliability—threads and O-ring.

• Coarse threads — (4 thd/in)—provide seal at high pressure with exceptional across

the joint strength and fast make-up without cross threading problems. Standard

API 8 round thread also available.

• O-ring — provides high pressure seal, keeps thread sealant in box and keeps

internal fluids out of threads.

• Wrench tight — make-up provides multiple seal.

• Balanced filament wound construction — at operating pressure, Centron SP Line Pipe

has little axial expansion or contraction, thus reducing thrust forces at fittings in the pipe

line.

• Fittings — all fittings have the same internal pressure safety factor as the pipe for

complete reliability throughout the pipe line.

1.3


Integral Joint Tubing (DH, DH8*)

Centron® tubing has advanced filament wound construction to provide the high axial modulus

and tensile strength required for downhole applications.

• Multiple seal — for high reliability—threads and O-ring.

• Coarse threads — (4 TPI)—provide seal at high pressure with exceptional across

the joint strength and fast make-up without cross threading problems. Standard

API 8 round thread also available.

• O-ring — provides high pressure seal, keeps thread sealant in box and keeps

internal fluids out of threads.

• Wrench tight — make-up provides multiple seal.

Available in five sizes. Centron Tubing is ideal for demanding high pressure & deep well applications.

C O N N E C T I O N

S Y S T E M

F E A T U R E S

>

*Standard 8RD EUE Integral Joint Connections are also supplied in sizes 2 3/8, 2 7/8, 3 1/2, and 4 1/2 inch diameters.Consult factory for pressure & axial load limitations.

11/2 1.60 (40.6) 800 (5.52) to 3500 (24.1) 29.5 (9.0)

2 1.95 (49.5) 600 (4.14) to 3500 (24.1) 29.5 (9.0)

21/2 4.33 (110.0) 600 (4.14) to 3500 (24.1) 29.5 (9.0)

3 2.98 (75.7) 600 (4.14) to 3000 (20.5) 29.5 (9.0)

4 3.98 (101.0) 600 (4.14) to 3000 (20.5) 29.5 (9.0)

5 4.85 (123.0) 300 (2.07) to 1500 (10.3) 29.5 (9.0)

6 300 (2.07) to 2000 (13.8) 29.5 (9.0)

8 8.42 (214.0) 300 (2.07) to 1250 (8.62) 29.2 (8.9)

10 9.72 (246.9) 300 (2.07) to 1000 (6.90) 29.2 (8.9)

Operating Joint

Size ID Pressure Ratings Length

Inches (mm) Available PSI (MPa) Feet (M)

6.10 (155.0)6.40 (163.0)

*Standard 8rd EUE or LTC Integral joint connections are also supplied in sizes 2, 21/2, 3, 4, 6and 8 inch diameters. Consult factory for pressure limitations.

11/2 1.60 (40.6) 2000 (13.8) to 4000 (27.6) 13.5 (62) 29.5 (9.0)

23/8 1.95 (49.5) 1500 (10.3) to 3500 (24.1) 17.0 (78) 29.5 (9.0)

27/8 2.48 (63.0) 1500 (10.3) to 3000 (20.7) 22.0 (98) 29.5 (9.0)

31/2 2.98 (75.7) 1200 (8.3) to 2500 (17.2) 26.0 (116) 29.5 (9.0)

41/2 3.98 (101.0) 1200 (8.3) to 2500 (17.2) 42.0 (187) 29.5 (9.0)

Operating Rated Axial Joint

Size ID Pressure Ratings Load x 103 Length

Inches (mm) Available PSI (MPa) Lbs. (N) (Max) Feet (M)

1.4

Mill Test Pressure: Operating Pressure x 1.25

Axial Tensile Strength: 12,000 PSI

Axial Modulus of Elasticity: 1.85 x 106 PSI (1.27 x 104 MPa)

Hoop Modulus of Elasticity: 3.00 x 106 PSI (2.05 x 104 MPa)

Density: 0.07 lbs/in2 (Sp. Gr. = 1.95)

Coefficient of Thermal Expansion: 1.43 x 10-5 in/in/˚F (2.57 x 10-5 m/m/˚C)

Hazen-Williams Flow Factor: 150

Poissons Ratio (Hoop/Tensile): 0.6

* API 8rd threads available on these sizes.

41/2* 3.98 (101.0) 650 (4.48) to 2000 (13.8) 150 (1.03) to 1850 (12.8) 29.5 (9.0)

5 4.33 (110.0) 900 (6.20) to 1600 (11.0) 110 (0.75) to 600 (4.10) 30.0 (9.1)

51/2 4.85 (123.0) 800 (5.51) to 2000 (13.8) 80 (0.55) to 1150 (7.93) 29.5 (9.0)

65/8* 6.10 (155.0) 800 (5.51) to 2000 (13.8) 90 (0.62) to 1150 (7.93) 29.5 (9.0)

7 6.40 (163.0) 800 (5.51) to 1800 (12.3) 80 (0.55) to 1000 (6.87) 29.5 (9.0)

95/8* 8.42 (214.0) 750 (5.17) to 1500 (10.3) 70 (0.48) to 480 (3.31) 29.2 (8.9)

103/4 9.72 (246.9) 750 (5.17) to 1250 (8.60) 64 (0.44) to 280 (1.93) 29.2 (8.9)

Joint

Size ID Internal External Length

Inches (mm) Pressure PSI (MPa) Collapse PSI (MPa) Feet (M)

L I N E P I P E >


Integral Joint Casing (DHC, DHC8*)

Centron® Casing has advanced filament wound construction and a multiple seal connection

system to provide the high compressive and axial tensile strength required for deep well casing

applications.

The special, textured overwrap of Centron Casing provides superior cement bonding that

satisfies the most demanding requirements.

Centron International Inc. supplies a complete line of cementing accessories for use with all

Centron Casing products.

G e n e r a l T e c h n i c a l D a t a

1.5


T U B I N G >

C A S I N G >



Axial Modulus of Elasticity: 2.7 x 106 PSI (1.86x104 MPa)








Axial Modulus of Elasticity: 1.85 x 106 PSI (Minimum)






Note: Casing design may be altered to meet specific application requirements.

1.6


G e n e r a l C o n s i d e r a t i o n s f o r U s e

Centron® Tubular products are manufactured with epoxy resin and two different hardener

systems. Each system has certain characteristics such as mechanical properties, chemical

resistance, temperature capability, and cost which may make one system more suitable than the

other for a particular application. In all cases, the chemical compatibility and physical

capability of the pipe for the expected conditions must be considered to optimize service life.

Anhydride/Epoxy System — Ideally suited for the majority of common oil field applications.

Fluids such as sweet and sour crudes, fresh water, salt water, natural gas, and nitrogen can be

transported at continuous service temperatures to 180°F (82°C).

Aromatic Amine/Epoxy System — Suited for the majority of oil field applications plus the

capability of handling a broader range of corrosive materials at higher temperatures than the

anhydride system. The above mentioned fluids can be transported at continuous service

temperatures to 212°F (100°C). Laboratory testing and field service indicates superior

performance capability in high pressure CO2 service and materials used in polymer floods.

Hot Oiling — Both the anhydride and amine systems may be hot oiled to 225˚F(106˚C) for

periods of time up to 24 hours at pressures not exceeding 50% of the ambient static pressure

rating of the pipe.

Buried Pipe — If the soil is rocky, care must be taken to pad the pipe, below and above with

relatively rock free soil or sand to preclude damage. Fiberglass thin wall pipe is not

recommended for use in extremely rocky conditions unless externally protected with a rock

shield. It is recommended that all Centron Fiberglass pipe be buried.

Above Ground Installation — In above ground installations, the pipe should be run in low

traffic areas to avoid incidental damage. In high traffic areas, the pipe should be run through

steel conduit using centralizers to prevent rubbing. Centron Fiberglass Products used above

ground and exposed continuously to the elements may be ordered “UV-Inhibited” to retard

ultra violet degradation. Painting the pipe will also control ultraviolet degradation, if properly

applied and maintained.

R E S I N S Y S T E M S >

1.7

Centron Del ivers the Whole Package

Epoxy Fiberglass tubulars have a unique set of properties compared to traditional metal

products. Everything is different; from the way a packer is dressed to land, seal and release, to

the dramatically lower hydraulic resistance to flow. In addition to Centron’s in-house

engineering and manufacturing capabilities, we have developed a world-wide network of

manufacturers, designers, contractors, agents and distributors that enable Centron to provide

complete, hassle-free systems to suit most any oilfield application.

T u r n - K e y L i n e P i p e S y s t e m s

• Injection or Gathering

• Flow/Capacity Design, single or multi-phase

• Metering Runs & Valving

• Well Head Tie-In Kits

• Complete Installation Service

W e l l C o m p l e t i o n S y s t e m s

• Production or Injection/Disposal

• Conventional & Horizontal

• Packer(s), on-off tools, expansion joints, gas lift mandrels

• Selective Zone Injection Equipment

• Pre-Packed Well Screens & Liners

• Pump Systems/Lift Equipment

• Written Completion Procedures

• Workover Crew Supervision

W e l l C a s i n g S y s t e m s

• Production, Injection/Disposal, Monitoring

• Tubingless/Slim Hole Completions

• Remediation of Corroded Casing

Centron would welcome the opportunity to provide a system for you. Just contact our local

agent or distributor. We are ready, willing and most importantly able to deliver the whole

package.

Overview E p o x y F i b e r g l a s s C u s t o m T u b u l a r P r o d u c t s

E X A M P L E S >

1.8

The Following options are available on most Centron® products:

• Precision Ground Boxes — reduced outside diameter boxes for tight fits downhole

or slip lining.

• UV Light Resistant Overwrap — protects product installed above ground from fiber

bloom due to prolonged exposure to sunlight.

• Cement Bond Overwrap — cement bond strength that exceeds that of blasted steel

for casing applications.

• Liners — for enhanced corrosion or abrasion resistance.

• “C” Glass

• Nexus

• Ceramic

• Boron Free Glass — transparent to slow neutrons for monitoring wells.

• Wound-In Tracers — metallic tracers precisely located in exact length joints for

logging applications.

• Integral Centralizers — for casing and slip lining applications.

• Ballast Weighting — for subsea and swamp installation where pipe may float.

In addition to Centron’s line of top quality oilfield tubulars and well screens, Centron designs

and manufactures a variety of tubular structural elements where the mechanical and physical

properties, in combination with high strength to weight ratio of Epoxy Fiberglass, can be

engineered to advantage.

• Radio Frequency Transparent Antenna Masts & Booms

• Low Inertia Drive Shafts

• High Impact Resistant Packaging

• Ballast Tubes

• Tapered Pole Products

• Logging Tool Housings

E p o x y F i b e r g l a s s C u s t o m T u b u l a r P r o d u c t s

O P T I O N S >

E N G I N E E R E D

P R O D U C T S

>

Overview

2.9

Q1, 15LR, 15HR

ISO 9001

Centron® SP Series Surface Pipe, with its unique high strength threaded joint, makes it the choice

for corrosive oil field and other demanding fluid transport applications requiring low to high

pressure 1–1/2 to 6 inch pipe. Centron’s Quality System is certified to API Specification Q1 and

ISO 9001, assuring customers of the highest quality products in the industry.

• Multiple seal for high reliability — threads and O-ring

• Coarse threads (4-inch) — no cross threading — hi-strength. No thrust blocks required

• Patented non-galling, composite threads available

• Make-up to specified torque or position

• No special tools required for installation

• Balanced filament wound construction using only the highest quality raw materials

and modern manufacturing equipment

• Centron’s complete line of fittings and adapters have the same safety factors as the

pipe and are manufactured with the same high quality raw materials to provide

complete reliability throughout the pipeline system.


• Assemble in any weather—no adhesive required


• Coarse threads—no cross threading

• Excellent corrosion resistance

• Exceptional pressure capabilities



Centron International Inc. manufactures a complete line of fiberglass surface pipe, line pipe, tubing, casing and associatedfittings. See your Centron distributor or call Centron International Inc. for all your fiberglass tubular product needs.

SP Ser ies

J O I N I N G S Y S T E M

F E A T U R E S

F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

/ Flow Lines

/ Injection Lines

/ Gas Gathering &

Transport Lines

/ Recirculating Lines

/ Solution Mining

/ Water Processing

A P P L I C A T I O N S ][

>

F E A T U R E S >


Pronto-Lock®IIICentron now offers the

Pronto-Lock III end

connector in 3” and 4”

sizes. With the assembly

characteristics of CEN &

the pressure capability of

SP, Pronto-Lock III

provides top performance.

2.10

SP Ser ies F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

11/2 (40) SP 1100 1000 900 800 1.720 (43.7) 1.6 (40.6) 0.060 (1.5) 2.68 (86.1) 0.26 (0.39)SP 1250 1150 1050 900 1.740 (44.2) 1.6 (40.6) 0.070 (1.8) 2.72 (69.1) 0.31 (0.46)SP 1500 1400 1250 1150 1.780 (45.2) 1.6 (40.6) 0.090 (2.3) 2.78 (70.6) 0.40 (0.60)SP 2000 1850 1650 1500 1.840 (46.7) 1.6 (40.6) 0.120 (3.0) 2.90 (73.7) 0.55 (0.82)SP 2500 2300 2100 1850 1.900 (48.3) 1.6 (40.6) 0.150 (3.8) 3.00 (76.2) 0.70 (1.04)SP 3000 2750 2500 2250 1.960 (49.8) 1.6 (40.6) 0.180 (4.6) 3.10 (78.7) 0.85 (1.27)SP 3500 3200 2900 2500 2.020 (51.3) 1.6 (40.6) 0.210 (5.3) 3.15 (80.0) 1.01 (1.50)

2 (50) SP 900 850 750 650 2.070 (52.6) 1.95 (49.5) 0.060 (1.5) 3.20 (81.5) 0.32 (0.48)SP 1000 950 850 750 2.090 (53.1) 1.95 (49.5) 0.070 (1.8) 3.23 (82.6) 0.38 (0.56)SP 1250 1150 1050 900 2.120 (53.8) 1.95 (49.5) 0.085 (2.2) 3.28 (83.3) 0.46 (0.68)SP 1500 1400 1250 1150 2.170 (55.1) 1.95 (49.5) 0.110 (2.8) 3.30 (83.8) 0.60 (0.90)SP 2000 1850 1650 1500 2.230 (56.6) 1.95 (49.5) 0.140 (3.6) 3.38 (85.9) 0.78 (1.16)SP 2500 2300 2100 1850 2.310 (58.7) 1.95 (49.5) 0.180 (4.6) 3.45 (87.6) 1.02 (1.52)SP 3000 2750 2500 2250 2.390 (60.7) 1.95 (49.5) 0.220 (5.6) 3.55 (90.2) 1.27 (1.89)SP 3500 3200 2900 2500 2.470 (62.7) 1.95 (49.5) 0.260 (6.6) 3.65 (92.7) 1.52 (2.27)

21/2 (65) SP 700 650 550 500 2.600 (66.0) 2.48 (63.0) 0.060 (1.5) 3.80 (96.5) 0.40 (0.60)SP 850 800 700 625 2.620 (66.5) 2.48 (63.0) 0.070 (1.8) 3.90 (99.1) 0.47 (0.71)SP 1000 950 850 750 2.660 (67.6) 2.48 (63.0) 0.090 (2.3) 3.95 (100.0) 0.61 (0.91)SP 1250 1150 1050 900 2.700 (68.6) 2.48 (63.0) 0.110 (2.8) 4.00 (101.6) 0.76 (1.13)SP 1500 1400 1250 1150 2.740 (69.6) 2.48 (63.0) 0.130 (3.3) 4.05 (103.0) 0.90 (1.34)SP 2000 1850 1650 1500 2.840 (72.1) 2.48 (63.0) 0.180 (4.6) 4.15 (105.0) 1.27 (1.89)SP 2500 2300 2100 1850 2.940 (74.7) 2.48 (63.0) 0.230 (5.8) 4.25 (108.0) 1.65 (2.46)SP 3000 2750 2500 2250 3.040 (77.2) 2.48 (63.0) 0.280 (7.1) 4.35 (110.5) 2.05 (3.06)SP 3500 3200 2900 2500 3.140 (79.8) 2.48 (63.0) 0.330 (8.4) 4.40 (111.8) 2.46 (3.67)

3 (75) SP 700 650 550 500 3.120 (79.2) 2.98 (75.7) 0.070 (1.8) 4.35 (110.5) 0.57 (0.84)SP 850 800 700 625 3.160 (80.3) 2.98 (75.7) 0.090 (2.3) 4.50 (114.0) 0.73 (1.09)SP 1000 950 850 750 3.200 (81.3) 2.98 (75.7) 0.110 (2.8) 4.55 (115.6) 0.90 (1.34)SP 1250 1150 1050 900 3.240 (82.3) 2.98 (75.7) 0.130 (3.3) 4.60 (116.8) 1.07 (1.60)SP 1500 1400 1250 1150 3.300 (83.8) 2.98 (75.7) 0.160 (4.1) 4.65 (118.1) 1.33 (1.99)SP 2000 1850 1650 1500 3.420 (86.9) 2.98 (75.7) 0.220 (5.6) 4.80 (121.9) 1.87 (2.78)SP 2500 2300 2100 1850 3.520 (89.4) 2.98 (75.7) 0.270 (6.9) 4.90 (124.5) 2.33 (3.47)SP 3000 2750 2500 2250 3.640 (92.5) 2.98 (75.7) 0.330 (8.4) 5.00 (127.0) 2.90 (4.32)

4 (100) SP 700 650 550 500 4.180 (106.2) 3.98 (101.1) 0.100 (2.5) 5.43 (138.0) 1.08 (1.61)SP 850 800 700 625 4.230 (107.4) 3.98 (101.1) 0.125 (3.2) 5.58 (141.7) 1.36 (2.03)SP 1000 950 850 750 4.260 (108.2) 3.98 (101.1) 0.140 (3.6) 5.62 (142.7) 1.53 (2.28)SP 1250 1150 1050 900 4.340 (110.2) 3.98 (101.1) 0.180 (4.6) 5.72 (145.3) 1.99 (2.96)SP 1500 1400 1250 1150 4.400 (111.8) 3.98 (101.1) 0.210 (5.3) 5.80 (147.3) 2.34 (3.48)

5 (125) SP 600 550 500 450 5.050 (128.3) 4.85 (123.2) 0.100 (2.5) 6.25 (155.8) 1.31 (1.96)SP 800 750 650 550 5.130 (130.3) 4.85 (123.2) 0.140 (3.6) 6.35 (161.3) 1.85 (2.76)SP 1000 950 850 750 5.190 (131.8) 4.85 (123.2) 0.170 (4.3) 6.40 (162.5) 2.26 (3.37)SP 1250 1150 1050 900 5.270 (133.9) 4.85 (123.2) 0.210 (5.3) 6.50 (165.1) 2.82 (4.20)SP 1500 1400 1250 1150 5.370 (136.4) 4.85 (123.2) 0.260 (6.6) 6.60 (167.6) 3.53 (5.25)

6 (150) SP 350 325 300 250 6.550 (166.4) 6.4 (162.6) 0.075 (1.9) 7.89 (200.4) 1.29 (1.92)SP 500 450 400 350 6.620 (168.1) 6.4 (162.6) 0.110 (2.8) 8.00 (203.2) 1.90 (2.83)SP 800 750 650 550 6.760 (171.7) 6.4 (162.6) 0.180 (4.6) 8.15 (207.0) 3.14 (4.68)SP 1000 950 850 750 6.840 (173.7) 6.4 (162.6) 0.220 (5.6) 8.25 (209.6) 3.76 (5.76)

1. Pipe Ratings are based on currently available long term and other test data. In all cases, chemical compatibility must be considered along with all other knownoperating conditions in selecting the proper piping system for a given service.

2. Joint length: 29.5 feet (9.0 M).3. Make-up length 29.12 feet (8.87 M).

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Nominal Series/ Nominal Nominal Wall Nominal Weight

Size Rating O.D. I.D. Thickness Box O.D. Lbs/Ft

Inches (mm) @ 100oF (38oC) 125oF (52oC) 150oF (65oC) 180oF (82oC) Inches (mm) Inches (mm) Inches (mm) Inches (mm) (Kg/M)

Static Pressure Rating (PSI)

T Y P I C A L U L T I M A T E V A L U E S

SP Ser ies F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

11/2 (40) SP 1100 86.0 (26.2) 63 (1.6) 9 (2.7) 35,000 lbs. (15,900 Kg) 3600 (25) 330 (2.28)SP 1250 87.0 (26.5) 62 (1.6) 10 (3.0) 35,000 lbs. (15,900 Kg) 4200 (29) 520 (3.59)SP 1500 89.0 (27.1) 61 (1.5) 11 (3.3) 35,000 lbs. (15,900 Kg) 4800 (33) 1030 (7.10)SP 2000 92.0 (28.0) 59 (1.5) 12 (3.6) 35,000 lbs. (15,900 Kg) 5200 (36) 2210 (15.24)SP 2500 95.0 (29.0) 57 (1.4) 13 (3.9) 35,000 lbs. (15,900 Kg) 6000 (41) 3930 (27.10)SP 3000 98.0 (29.9) 55 (1.4) 14 (4.2) 35,000 lbs. (15,900 Kg) 6500 (45) 6190 (42.69)SP 3500 101.0 (30.8) 53 (1.4) 15 (4.5) 35,000 lbs. (15,900 Kg) 7000 (48) 8980 (61.93)

2 (50) SP 900 103.5 (31.5) 52 (1.3) 11 (3.3) 45,000 lbs. (20,400 Kg) 3200 (22) 190 (1.31)SP 1000 104.5 (31.9) 52 (1.3) 12 (3.6) 45,000 lbs. (20,400 Kg) 3600 (25) 300 (2.07)SP 1250 106.0 (32.3) 51 (1.3) 13 (3.9) 45,000 lbs. (20,400 Kg) 4000 (28) 510 (3.52)SP 1500 108.5 (33.1) 50 (1.3) 14 (4.2) 45,000 lbs. (20,400 Kg) 4500 (31) 1040 (7.17)SP 2000 111.5 (34.0) 48 (1.2) 15 (4.5) 45,000 lbs. (20,400 Kg) 5000 (35) 1970 (13.59)SP 2500 115.5 (35.2) 47 (1.2) 16 (4.8) 45,000 lbs. (20,400 Kg) 6000 (41) 3780 (26.07)SP 3000 119.5 (38.4) 45 (1.1) 17 (5.2) 45,000 lbs. (20,400 Kg) 6500 (45) 6230 (43.10)SP 3500 123.5 (37.6) 44 (1.1) 18 (5.4) 45,000 lbs. (20,400 Kg) 7000 (48) 9330 (64.34)

21/2 (65) SP 700 130.0 (39.6) 42 (1.1) 12 (3.6) 58,000 lbs. (26,300 Kg) 2500 (17) 90 (0.62)SP 850 131.0 (39.9) 41 (1.0) 13 (3.9) 58,000 lbs. (26,300 Kg) 3000 (21) 150 (1.03)SP 1000 133.0 (40.5) 41 (1.0) 14 (4.2) 58,000 lbs. (26,300 Kg) 3500 (24) 300 (2.07)SP 1250 135.0 (41.1) 40 (1.0) 15 (4.5) 58,000 lbs. (26,300 Kg) 3800 (26) 540 (3.72)SP 1500 137.0 (41.8) 39 (1.0) 16 (4.8) 58,000 lbs. (26,300 Kg) 4200 (29) 850 (5.86)SP 2000 142.0 (43.3) 38 (1.0) 17 (5.2) 58,000 lbs. (26,300 Kg) 5000 (35) 2030 (14.00)SP 2500 147.0 (44.8) 37 (0.9) 18 (5.4) 58,000 lbs. (26,300 Kg) 5400 (37) 3830 (26.41)SP 3000 152.0 (46.3) 36 (0.9) 19 (5.8) 58,000 lbs. (26,300 Kg) 5800 (40) 6250 (43.10)SP 3500 157.0 (47.9) 34 (0.9) 20 (6.1) 58,000 lbs. (26,300 Kg) 6200 (43) 9280 (64.00)

3 (75) SP 700 156.0 (47.5) 35 (0.9) 13 (3.9) 70,000 lbs. (31,800 Kg) 2000 (14) 90 (0.62)SP 850 158.0 (48.2) 34 (0.9) 14 (4.2) 70,000 lbs. (31,800 Kg) 2500 (17) 180 (1.24)SP 1000 160.0 (48.8) 34 (0.9) 15 (4.5) 70,000 lbs. (31,800 Kg) 3000 (21) 320 (2.21)SP 1250 162.0 (49.4) 33 (0.8) 16 (4.8) 70,000 lbs. (31,800 Kg) 3500 (24) 510 (3.52)SP 1500 165.0 (50.3) 33 (0.8) 17 (5.2) 70,000 lbs. (31,800 Kg) 4200 (29) 910 (6.28)SP 2000 171.0 (52.1) 32 (0.8) 18 (5.4) 70,000 lbs. (31,800 Kg) 5000 (35) 2120 (14.62)SP 2500 176.0 (53.6) 31 (0.8) 20 (6.1) 70,000 lbs. (31,800 Kg) 5500 (38) 3610 (24.90)SP 3000 182.0 (55.5) 30 (0.8) 22 (6.7) 70,000 lbs. (31,800 Kg) 6000 (41) 5960 (41.10)

4 (100) SP 700 209.0 (63.7) 26 (0.7) 14 (4.2) 90,000 lbs. (40,800 Kg) 2000 (14) 100 (0.69)SP 850 211.5 (64.5) 26 (0.7) 14 (4.2) 90,000 lbs. (40,800 Kg) 2500 (17) 200 (1.38)SP 1000 213.0 (64.9) 25 (0.6) 16 (4.8) 90,000 lbs. (40,800 Kg) 3000 (21) 280 (1.93)SP 1250 217.0 (66.1) 25 (0.6) 18 (5.4) 90,000 lbs. (40,800 Kg) 3500 (24) 570 (3.93)SP 1500 220.0 (67.1) 25 (0.6) 20 (6.1) 90,000 lbs. (40,800 Kg) 4000 (28) 860 (5.93)

5 (125) SP 600 252.5 (77.0) 21 (0.5) 16 (4.8) 100,000 lbs. (45,360 Kg) 1800 (12) 60 (0.41)SP 800 256.5 (78.2) 21 (0.5) 17 (5.2) 100,000 lbs. (45,360 Kg) 2500 (17) 160 (1.10)SP 1000 259.5 (79.1) 21 (0.5) 18 (5.4) 100,000 lbs. (45,360 Kg) 3000 (21) 280 (1.93)SP 1250 263.5 (80.3) 20 (0.5) 19 (5.8) 100,000 lbs. (45,360 Kg) 3500 (24) 500 (3.45)SP 1500 268.5 (81.8) 20 (0.5) 20 (6.1) 100,000 lbs. (45,360 Kg) 4000 (28) 900 (6.21)

6 (150) SP 350 327.5 (99.8) 16 (0.4) 15 (4.5) 130,000 lbs. (59,000 Kg) 1200 (8.0) 10 (0.07)SP 500 331.0 (100.9) 16 (0.4) 18 (5.4) 130,000 lbs. (59,000 Kg) 1800 (12) 30 (0.21)SP 800 338.0 (103.0) 16 (0.4) 20 (6.1) 130,000 lbs. (59,000 Kg) 2500 (17) 150 (1.03)SP 1000 342.0 (104.2) 16 (0.4) 22 (6.7) 130,000 lbs. (59,000 Kg) 3000 (21) 260 (1.79)

Nominal Minimum Offset Support Short Term1 Ext. Collapse

Size Series/ Bend Radius per joint Spacing Axial Weep Pressure Pressure

Inches (mm) Rating Ft (M) Inches (mm) Ft (M) Thread Load PSI (MPa) PSI (MPa)

1. Unrestrained across the joint strength.

2.11

2.12




Density: 0.07 lbs/in3 (Sp. Gr.= 1.95)

Coefficient of Thermal Expansion: 1.0 x 10-5 in/in/°F(1.8 x 10-5 m/m/°C)


Poissons Ratio (Hoop Tensile): .60

Poissons Ratio (Axial Tensile): .45

G e n e r a l T e c h n i c a l D a t aSP Ser ies

Detail

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2.13

SP Ser ies F l o w R a t e v s . F l u i d V e l o c i t y

I N T E G R A L J O I N T S U R F A C E P I P E A N D T U B I N G

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F L O W R A T E ( B a r r e l s P e r D a y )Note: If flow rate is to be more than 12 ft./sec. contact Centron.

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2.14

SP Ser ies F r e s h W a t e r P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )

I N T E G R A L J O I N T S U R F A C E P I P E

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F L O W R A T E ( B a r r e l s P e r D a y )

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2.15

SP Ser ies 4 0 ° A P I C r u d e O i l P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


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2.16

SP Ser ies 1 0 % B r i n e P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


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2.17

Q1, 15LR, 15HR

ISO 9001

SP8 Ser ies


F E A T U R E S

F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

>

F E A T U R E S >


/ Flow Lines

/ Chemical Disposal Lines

/ Injection Lines


/ Solution Mining

/ Water Processing


Centron® SP8 Series High Pressure Surface Pipe features the API 8 RD EUE long thread and

offers non-galling composite female threads to aid make-up and enhance thread seal for trouble

free installation and long service life. Centron’s Quality System is certified to API Specification

Q1 and ISO 9001, assuring customers of the highest quality products in the industry.

• API 8 RD EUE threads*

• Patented non-galling composite threads available





pipe and are manufactured with the same high quality raw materials to provide

complete reliability throughout the pipeline system.


• Assemble in any weather—no adhesives required


• Threads (API 8 RD)*


• Exceptional pressure capabilities



*In accordance with API 5B, Table 14 (2 thru 4 inch) and Table 7 (6 thru 8 inch) with tolerances per API 15HR.


2.18

SP8 Ser ies F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

2 (50) SP8 900 850 750 650 2.074 (52.7) 1.95 (49.5) .062 (1.6) 3.12 (79.2) 0.33 (.49)SP8 1000 950 850 750 2.090 (53.1) 1.95 (49.5) .070 (1.8) 3.15 (80.0) 0.38 (.56)SP8 1250 1150 1050 900 2.120 (53.8) 1.95 (49.5) .085 (2.2) 3.20 (81.2) 0.46 (.68)SP8 1500 1400 1250 1150 2.160 (54.9) 1.95 (49.5) .105 (2.7) 3.22 (81.8) 0.57 (.85)SP8 2000 1850 1650 1500 2.230 (56.6) 1.95 (49.5) .140 (3.6) 3.30 (83.8) 0.78 (1.16)SP8 2500 2300 2100 1850 2.310 (58.7) 1.95 (49.5) .180 (4.6) 3.37 (85.6) 1.02 (1.52)SP8 3000 2750 2500 2250 2.390 (60.7) 1.95 (49.5) .220 (5.6) 3.47 (88.1) 1.27 (1.89)

21/2 (65) SP8 700 650 550 500 2.600 (66.0) 2.48 (63.0) .060 (1.5) 3.69 (93.7) .40 (.60)SP8 800 750 650 550 2.620 (66.5) 2.48 (63.0) .070 (1.8) 3.72 (94.5) .47 (.71)SP8 1000 950 800 700 2.650 (67.3) 2.48 (63.0) .085 (2.2) 3.78 (96.0) .58 (.86)SP8 1250 1150 1050 900 2.700 (68.6) 2.48 (63.0) .110 (2.8) 3.82 (97.0) .76 (1.13)SP8 1500 1400 1250 1100 2.740 (69.6) 2.48 (63.0) .130 (3.3) 3.87 (98.3) .90 (1.34)SP8 2000 1850 1650 1450 2.840 (72.1) 2.48 (63.0) .180 (4.6) 3.97 (100.0) 1.27 (1.89)

3 (75) SP8 700 650 550 500 3.120 (79.2) 2.98 (75.7) .070 (1.8) 4.22 (107.2) .57 (.84)SP8 900 850 750 650 3.160 (80.3) 2.98 (75.7) .090 (2.3) 4.27 (108.5) .73 (1.09)SP8 1000 950 800 700 3.190 (81.0) 2.98 (75.7) .105 (2.7) 4.32 (109.7) .86 (1.28)SP8 1250 1150 1050 900 3.240 (82.3) 2.98 (75.7) .130 (3.3) 4.37 (111.0) 1.07 (1.60)SP8 1500 1400 1250 1100 3.300 (83.8) 2.98 (75.7) .160 (4.1) 4.42 (112.3) 1.33 (1.99)SP8 2000 1850 1650 1450 3.420 (86.9) 2.98 (75.7) .220 (5.6) 4.57 (116.1) 1.87 (2.78)SP8 2500 2300 2100 1800 3.520 (89.4) 2.98 (75.7) .270 (6.9) 4.67 (118.6) 2.33 (3.47)

4 (100) SP8 700 650 550 500 4.180 (106.2) 3.98 (101.1) .100 (2.5) 5.38 (137.0) 1.08 (1.61)SP8 900 850 750 650 4.230 (107.4) 3.98 (101.1) .125 (3.2) 5.43 (138.0) 1.36 (2.03)SP8 1000 950 800 700 4.260 (108.2) 3.98 (101.1) .140 (3.6) 5.47 (139.0) 1.53 (2.28)SP8 1250 1150 1050 900 4.330 (110.0) 3.98 (101.1) .175 (4.4) 5.57 (141.0) 1.93 (2.88)SP8 1500 1400 1250 1100 4.400 (111.8) 3.98 (101.1) .210 (5.3) 5.65 (144.0) 2.34 (3.48)SP8 2000 1850 1650 1450 4.550 (115.6) 3.98 (101.1) .285 (7.2) 5.75 (146.0) 3.23 (4.81)

6 (150) SP8 4004 370 330 300 6.260 (159.0) 6.10 (154.9) .080 (2.0) 7.45 (190.0) 1.31 (1.95)SP8 500 450 400 350 6.310 (160.3) 6.10 (154.9) .105 (2.7) 7.50 (190.0) 1.73 (2.58)SP8 800 750 650 550 6.440 (163.6) 6.10 (154.9) .170 (4.3) 7.50 (190.0) 2.83 (4.21)SP8 1000 950 800 700 6.520 (165.6) 6.10 (154.9) .210 (5.3) 7.60 (193.0) 3.52 (5.24)SP8 1250 1150 1050 900 6.620 (168.1) 6.10 (154.9) .260 (6.6) 7.70 (197.0) 4.39 (6.54)SP8 15003 1400 1250 1100 6.740 (171.2) 6.10 (154.9) .320 (8.1) 7.85 (200.0) 5.45 (8.12)

8 (200) SP8 4004 370 330 300 8.650 (219.7) 8.42 (213.9) .115 (2.9) 9.90 (251.0) 2.60 (3.88)SP8 500 450 400 350 8.720 (221.5) 8.42 (213.9) .150 (3.8) 10.0 (254.0) 3.41 (5.08)SP8 800 750 650 550 8.880 (225.6) 8.42 (213.9) .230 (5.8) 10.2 (259.0) 5.28 (7.87)SP8 10003 950 800 700 9.000 (228.6) 8.42 (213.9) .290 (7.4) 10.4 (264.0) 6.70 (9.99)SP8 12503 1150 1050 900 9.156 (232.6) 8.42 (213.9) .368 (9.3) 10.6 (269.0) 8.58 (12.79)





1. Pipe Ratings are based on currently available long term and other test data. In all cases, chemical compatibility must be considered along with all other knownoperating conditions in selecting the proper piping system for a given service.

2. Joint length: 29.5 feet (9.0 M).3. Thrust blocks required.4. Vacuum breakers may be required.


2.19

SP8 Ser ies F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

2 (50) SP8 900 103.7 (31.6) 52 (1.3) 11 (3.3) 40,000 lbs. (18,150 Kg) 3200 (22) 210 (1.45)SP8 1000 104.5 (31.9) 52 (1.3) 12 (3.6) 40,000 lbs. (18,150 Kg)) 3600 (25) 300 (2.07)SP8 1250 106.0 (32.3) 51 (1.3) 13 (3.9) 40,000 lbs. (18,150 Kg) 4000 (28) 510 (3.52)SP8 1500 108.0 (32.9) 50 (1.3) 14 (4.2) 40,000 lbs. (18,150 Kg) 4500 (31) 910 (6.28)SP8 2000 111.5 (34.0) 48 (1.2) 15 (4.4) 40,000 lbs. (18,150 Kg) 5000 (35) 1970 (13.59)SP8 2500 115.5 (35.2) 47 (1.2) 16 (4.8) 40,000 lbs. (18,150 Kg) 5500 (38) 3780 (26.07)SP8 3000 119.5 (36.4) 45 (1.1) 17 (5.2) 40,000 lbs. (18,150 Kg) 5800 (40) 6230 (42.97)

21/2 (65) SP8 700 130.0 (39.6) 42 (1.1) 12 (3.6) 55,000 lbs. (24,950 Kg) 2500 (17) 90 (0.62)SP8 800 131.0 (39.9) 41 (1.0) 13 (3.9) 55,000 lbs. (24,950 Kg) 3000 (21) 150 (1.03)SP8 1000 132.5 (40.4) 41 (1.0) 14 (4.2) 55,000 lbs. (24,950 Kg) 3500 (24) 260 (1.79)SP8 1250 135.0 (41.1) 40 (1.0) 15 (4.4) 55,000 lbs. (24,950 Kg) 3800 (26) 540 (3.72)SP8 1500 137.0 (41.8) 39 (1.0) 16 (4.8) 55,000 lbs. (24,950 Kg) 4200 (29) 850 (5.86)SP8 2000 142.0 (43.3) 38 (1.0) 17 (5.2) 55,000 lbs. (24,950 Kg) 5000 (35) 2030 (14.00)

3 (75) SP8 700 156.0 (47.5) 35 (0.9) 13 (3.9) 65,000 lbs. (29,500 Kg) 2000 (14) 90 (0.62)SP8 900 158.0 (48.2) 34 (0.9) 14 (4.2) 65,000 lbs. (29,500 Kg) 2500 (17) 180 (1.24)SP8 1000 159.5 (48.6) 34 (0.9) 15 (4.4) 65,000 lbs. (29,500 Kg) 3000 (21) 280 (1.93)SP8 1250 162.0 (49.4) 33 (0.8) 16 (4.8) 65,000 lbs. (29,500 Kg) 3500 (24) 510 (3.52)SP8 1500 165.0 (50.3) 33 (0.8) 17 (5.2) 65,000 lbs. (29,500 Kg) 4200 (29) 910 (6.28)SP8 2000 171.0 (52.1) 32 (0.8) 18 (5.4) 65,000 lbs. (29,500 Kg) 5000 (35) 2120 (14.62)SP8 2500 176.0 (53.6) 31 (0.8) 20 (6.1) 65,000 lbs. (29,500 Kg) 5500 (38) 3610 (24.90)

4 (100) SP8 700 209.0 (63.7) 26 (0.7) 14 (4.2) 80,000 lbs. (36,300 Kg) 2000 (14) 100 (0.69)SP8 900 211.5 (64.5) 26 (0.7) 15 (4.4) 80,000 lbs. (36,300 Kg) 2500 (17) 200 (1.38)SP8 1000 213.0 (64.9) 25 (0.6) 16 (4.8) 80,000 lbs. (36,300 Kg) 3000 (21) 280 (1.93)SP8 1250 216.5 (64.9) 25 (0.6) 18 (5.4) 80,000 lbs. (36,300 Kg) 3500 (24) 520 (3.59)SP8 1500 220.0 (67.1) 25 (0.6) 20 (6.1) 80,000 lbs. (36,300 Kg) 4000 (28) 860 (5.93)SP8 2000 227.5 (89.3) 24 (0.6) 21 (6.3) 80,000 lbs. (36,300 Kg) 4800 (34) 1960 (13.52)

6 (150) SP8 400 313.0 (95.4) 17 (0.4) 20 (6.1) 110,000 lbs. (49,900 Kg) 900 (6.21) 10 (0.07)SP8 500 315.5 (96.2) 17 (0.4) 20 (6.1) 110,000 lbs. (49,900 Kg) 1500 (10.3) 30 (0.21)SP8 800 322.0 (98.1) 17 (0.4) 20 (6.1) 110,000 lbs. (49,900 Kg) 2400 (16.5) 140 (0.97)SP8 1000 326.0 (99.4) 17 (0.4) 22 (6.7) 110,000 lbs. (49,900 Kg) 3000 (20.7) 260 (1.79)SP8 1250 331.0 (100.9) 16 (0.4) 24 (7.3) 110,000 lbs. (49,900 Kg) 3750 (26.5) 480 (3.31)SP8 1500 337.0 (102.7) 16 (0.4) 25 (7.6) 110,000 lbs. (49,900 Kg) 4500 (31.0) 850 (5.86)

8 (200) SP8 400 432.5 (131.8) 12 (0.3) 14 (4.2) 155,000 lbs. (70,300 Kg) 900 (6.21) 10 (0.07)SP8 500 436.0 (132.9) 12 (0.3) 15 (4.4) 155,000 lbs. (70,300 Kg) 1250 (8.60) 40 (0.28)SP8 800 444.0 (135.3) 12 (0.3) 16 (4.8) 155,000 lbs. (70,300 Kg) 2000 (13.7) 130 (0.90)SP8 1000 450.0 (137.2) 12 (0.3) 17 (5.2) 155,000 lbs. (70,300 Kg) 2500 (17.2) 260 (1.79)SP8 1250 457.8 (139.5) 12 (0.3) 18 (5.4) 155,000 lbs. (70,300 Kg) 3150 (21.7) 510 (3.52)

Nominal Minimum Offset Support Short Term1 Ext. Collapse

Size Series/ Bend Radius per joint Spacing Axial Weep Pressure Pressure

Inches (mm) Rating Ft (M) Inches (mm) Ft (M) Thread Load PSI (MPa) PSI (MPa)

1. Unrestrained across the joint strength.

2.20





Coefficient of Thermal Expansion: 1.0 x 10-5 in/in/°F (1.8 x 10-5 m/m/°C)


Poissons Ratio (Hoop/Tensile): .60


G e n e r a l T e c h n i c a l D a t aSP8 Ser ies

Detail

100

10

1

0.1

100 1000 10000 100000

2.21

SP8 Ser ies F l o w R a t e v s . F l u i d V e l o c i t y


FL

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100

10

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0.1

100 1000 10000 100000

2.22

SP8 Ser ies F r e s h W a t e r P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


PR

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100

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2.23

SP8 Ser ies 4 0 ° A P I C r u d e O i l P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


PR

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100

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2.24

SP8 Ser ies 1 0 % B r i n e P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


PR

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2.25

Q1, 15LR, 15HR

ISO 9001

Centron® SPH Series Surface Pipe with its unique high strength, multiple seal joint, makes it the

choice for corrosive oil field and other demanding fluid transport applications. Available in 4”

through 10” pipe. Centron’s Quality System is certified to API Specification Q1 and ISO 9001,

assuring customers of the highest quality products in the industry.

• Multiple seal for high reliability—threads—O-ring

• Coarse threads (4-inch)—no cross threading—hi-strength—no thrust blocks required

• Patented non-galling composite threads available

• Make-up to specified torque or position





pipe and are manufactured with the same high quality materials to provide complete

reliability throughout the pipeline system.




• Coarse threads—no cross threading

• Excellent corrosion resistance, long service life





SPH Series F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

/ Flow Lines

/ Chemical Disposal Lines

/ Injection Lines


/ Solution Mining

/ Water Processing

J o i n i n g S y s t e m

F e a t u r e s

>

F e a t u r e s >

A d v a n t a g e s >



2.26

SPH Ser ies F i b e r g l a s s E p o x y I n t e g r a l J o i n t S u r f a c e P i p e

4 (100) SPH 1500 1400 1250 1150 4.40 (111.8) 3.98 (101.1) 0.210 (5.3) 5.74 (146) 2.34 (3.48)SPH 2000 1850 1650 1500 4.56 (115.8) 3.98 (101.1) 0.290 (7.4) 5.85 (149) 3.29 (4.90)SPH 2500 2300 2100 1850 4.70 (119.4) 3.98 (101.1) 0.360 (9.1) 5.95 (151) 4.15 (6.18)SPH 3000 2750 2500 2250 4.86 (123.4) 3.98 (101.1) 0.440 (11.2) 6.05 (154) 5.16 (7.69)

6 (150) SPH 800 750 650 550 6.44 (163.6) 6.10 (154.9) 0.170 (4.3) 8.05 (204) 2.83 (4.21)SPH 1000 950 850 750 6.52 (165.6) 6.10 (154.9) 0.210 (5.3) 8.20 (208) 3.52 (5.24)SPH 1250 1150 1050 900 6.64 (168.7) 6.10 (154.9) 0.270 (6.9) 8.35 (212) 4.56 (6.80)SPH 1500 1400 1250 1150 6.74 (171.2) 6.10 (154.9) 0.320 (8.14) 8.50 (216) 5.45 (8.12)SPH 2000 1850 1650 1500 6.98 (177.3) 6.10 (154.9) 0.440 (11.2) 8.95 (227) 7.64 (11.38)

73/4 (195) SPH 1000 950 850 750 8.29 (210.6) 7.75 (196.9) 0.270 (6.9) 9.6 (245) 5.75 (8.56)SPH 1250 1150 1050 900 8.43 (214.1) 7.75 (196.9) 0.340 (8.6) 9.8 (248) 7.30 (10.88)SPH 1500 1400 1250 1150 8.57 (217.7) 7.75 (196.9) 0.410 (10.4) 9.9 (252) 8.88 (13.23)SPH 1800 1650 1500 1350 8.75 (222.3) 7.75 (196.9) 0.500 (12.7) 10.1 (257) 10.95 (16.31)

8 (200) SPH 4003 370 330 300 8.66 (220.0) 8.42 (213.9) 0.120 (3.0) 9.90 (251) 2.72 (4.05)SPH 600 550 500 450 8.76 (222.5) 8.42 (213.9) 0.170 (4.3) 10.0 (254) 3.88 (5.77)SPH 800 750 650 550 8.88 (225.6) 8.42 (213.9) 0.230 (5.8) 10.2 (259) 5.28 (7.87)SPH 1000 950 850 750 9.00 (228.6) 8.42 (213.9) 0.290 (7.4) 10.4 (264) 6.70 (9.99)SPH 1250 1150 1050 900 9.16 (232.7) 8.42 (213.9) 0.370 (9.4) 10.6 (269) 8.63 (12.86)

10 (250) SPH 4003 370 330 300 9.98 (253.5) 9.72 (246.9) 0.130 (3.3) 12.0 (304.8) 3.40 (5.06)SPH 500 450 400 350 10.06 (255.5) 9.72 (246.9) 0.170 (4.3) 12.2 (307.3) 4.46 (6.65)SPH 800 750 650 550 10.26 (260.6) 9.72 (246.9) 0.270 (6.9) 12.4 (315.0) 7.16 (10.67)





1. Pipe Ratings are based on currently available long term and other test data. In all cases, chemical compatibility must be considered along with all other known operatingconditions in selecting the proper system for given service.

2. Centron® SPH Series Surface Pipe Joints are 29.5 feet (9.00 meters) overall length with a “make-up” length of 29.00 feet (8.84 meters), except for sizes 8” & 10” which are 29.17 feet (8.89 meters) overall length with a “make-up” length of 28.67 feet (8.74).

3. Vacuum breakers may be required.

4 (100) SPH 1500 220.0 (67.1) 25 (0.6) 20 (6.1) 90,000 (40,800) 3750 (25.8) 860 (5.93)SPH 2000 228.0 (69.5) 24 (0.6) 22 (6.7) 90,000 (40,800) 4500 (31.0) 2050 (14.14)SPH 2500 235.0 (71.6) 23 (0.6) 24 (7.3) 90,000 (40,800) 5000 (34.5) 3590 (24.76)SPH 3000 243.0 (74.1) 22 (0.6) 26 (7.9) 90,000 (40,800) 5500 (37.9) 5930 (40.90)

6 (150) SPH 800 322.0 (98.1) 17 (0.4) 20 (6.1) 150,000 (68,000) 2400 (16.5) 140 (0.97)SPH 1000 326.0 (99.4) 17 (0.4) 22 (6.7) 150,000 (68,000) 3000 (20.7) 260 (21.79)SPH 1250 332.0 (101.2) 16 (0.4) 24 (7.3) 150,000 (68,000) 3750 (26.5) 530 (3.66)SPH 1500 337.0 (102.7) 16 (0.4) 25 (7.6) 150,000 (68,000) 4500 (31.0) 850 (5.86)SPH 2000 349.0 (106.4) 15 (0.4) 26 (7.9) 150,000 (68,000) 5000 (35.0) 2000 (13.79)

73/4 (195) SPH 1000 414.5 (126.3) 13 (0.3) 24 (7.3) 230,000 (105,000) 2500 (17.2) 270 (1.86)SPH 1250 421.5 (128.5) 13 (0.3) 25 (7.6) 230,000 (105,000) 3150 (21.7) 520 (3.59)SPH 1500 428.5 (130.6) 13 (0.3) 26 (7.9) 230,000 (105,000) 3700 (25.5) 870 (6.00)SPH 1800 437.5 (133.3) 12 (0.3) 27 (8.2) 230,000 (105,000) 4500 (31.0) 1490 (10.28)

8 (200) SPH 300 433.0 (132.0) 12 (0.3) 20 (6.1) 250,000 (113,400) 900 (6.21) 20 (0.14)SPH 500 438.0 (133.5) 12 (0.3) 22 (6.7) 250,000 (113,400) 1250 (8.60) 50 (0.34)SPH 800 444.0 (135.3) 12 (0.3) 24 (7.3) 250,000 (113,400) 2000 (13.7) 130 (0.90)SPH 1000 450.0 (137.2) 12 (0.3) 25 (7.6) 250,000 (113,400) 2500 (17.2) 260 (1.79)SPH 1250 458.0 (139.6) 12 (0.3) 26 (7.9) 250,000 (113,400) 3150 (21.7) 520 (3.59)

10 (250) SPH 300 499.0 (152.1) 11 (0.3) 22 (6.7) 290,000 (131,457) 900 (6.21) 10 (0.07)SPH 500 503.0 (153.3) 11 (0.3) 24 (7.3) 290,000 (131,457) 1250 (8.60) 30 (0.21)SPH 800 513.0 (156.4) 11 (0.3) 26 (7.9) 290,000 (131,457) 2000 (13.7) 140 (0.97)

Nominal Minimum Offset Support Axial Short Term1 Ext. Collapse

Size Series/ Bend Radius per joint Spacing Thread Load Weep Pressure Pressure

Inches (mm) Rating Ft (M) Inches (mm) Ft (M) lbs Kg PSI (MPa) PSI (MPa)

1. Unrestrained across the joint strength

2.27









G e n e r a l T e c h n i c a l D a t aSPH Series

Detail

2.28

100

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SPH Ser ies F l o w R a t e v s . F l u i d V e l o c i t y


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2.29

100

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SPH Ser ies 1 0 % B r i n e P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


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2.30

100

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SPH Ser ies 4 0 ° A P I C r u d e O i l P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


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2.31

100

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SPH Ser ies F r e s h W a t e r P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


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2.32

Fit t ings F l o w D a t a

A P P R O X I M A T E L E N G T H S A D D E D F O R C O M M O N F I T T I N G S W H E N C A L C U L A T I N G P R E S S U R E

D R O P I N S U R F A C E P I P E

45˚ ELBOW 2 (0.6) 4 (1.2) 5 (1.5) 6.5 (2.0) 8 (2.4) 12 (3.7)

90˚ ELBOW 5 (1.5) 8 (2.4) 9.5 (3.0) 12 (3.7) 16 (4.9) 28 (8.5)

TEE-RUN 1 (0.3) 1.5 (0.5) 2.0 (0.6) 2.5 (0.8) 3 (0.9) 4.5 (1.4)

TEE-BRANCH 7 (2.1) 13 (4.0) 16 (4.9) 18 (5.5) 25 (7.6) 37 (11.3)

REDUCER

SIZE DOWN 1 (0.3) 1.3 (0.4) 1.8 (0.6) 2.1 (0.6) 3 (0.9) 3.5 (1.1)

Surface Pipe Size

Centron 11/2 23/8 27/8 31/2 41/2 6

Fitting Feet (M) Feet (M) Feet (M) Feet (M) Feet (M) Feet (M)

2.3

Q1, 15LR, 15HR

ISO 9001

Lightweight, easy to handle and install, Centron® CEN Line Pipe is ideal for oil and water flow

lines. Joints are made by hand, and no special tools or skills are required. The strong, coarse

threads make-up fast and sure. For orientation of fittings, pipe joint may be backed off up to

360° from full make-up. The white band is used for quick and positive visual make-up

verification. Centron Pipe is filament wound on polished steel mandrels to produce an

exceptionally smooth inside diameter. It is highly resistant to corrosion from brines, sweet and

sour crudes, H2S/CO2, and other fluids encountered in the oilfield.

The chemical resistance of Centron Tubular Products is determined by the Epoxy Resin

System. Centron offers two standard resin systems. The Centron anhydride/epoxy system

delivers trouble free service in the vast majority of oilfield fluids to 180° F (82°C). The Centron

aromatic amine/epoxy system provides service over a wide pH range up to temperatures of

210°F (99°C). Both systems may be hot oiled to 225°F (106°C) for periods of time up to 24

hours at pressures not to exceed 50% of the ambient temperature static pressure rating. Contact

Centron’s Customer Service Department for any application questions.

• Centron line pipe meets or exceeds API specification 15LR

• Centron line pipe available with API monogram

• Lower installation costs

• Installation crews need no special training or skills

• Positive method for checking joint make-up

• Completely mechanical connecting system — no waiting on weather conditions for

installation

• Fast, easy on-site handling and storage


• Smooth inside diameter for reduced paraffin and scale build-up, and greatly improved

flow characteristics

CEN Ser ies

F E A T U R E S

F i b e r g l a s s E p o x y L i n e P i p e

>


/ Flow Lines

/ Crude Oil

/ Saltwater

/ CO2/H2S

/ Supply Lines


Detail

2.4

2 (50) CEN 500 2.35 (59.7) 2.23 (56.6) .060 (1.52) 3.12 (79.0) .50 (.74) 88 (27) 60 (1.5) 12 (3.6)CEN 800 2.38 (60.5) 2.23 (56.6) .075 (1.91) 3.20 (8.13) .67 (1.0) 92 (28) 59 (1.5) 13 (3.9)

3 (75) CEN 500 3.49 (88.6) 3.35 (85.1) .070 (1.78) 4.33 (110) .77 (1.1) 135 (41) 39 (1.0) 14 (4.2)CEN 800 3.57 (90.7) 3.35 (85.1) .110 (2.79) 4.49 (114) 1.4 (2.1) 138 (42) 38 (0.9) 15 (4.6)

4 (100) CEN 500 4.49 (114) 4.33 (110.0) .080 (2.00) 5.30 (135) 1.0 (1.5) 178 (54) 29 (0.8) 16 (4.8)CEN 800 4.60 (117) 4.33 (110.0) .135 (3.43) 5.50 (140) 2.2 (3.3) 182 (55) 28 (0.7) 18 (5.2)

Nominal Nominal Nominal Nominal Nominal Weight Minimum Offset Support

Size Series/ Outside Dia. Inside Dia. Wall TK Box O.D. Lbs. / Ft. Bend Radius per joint Spacing

Inches (mm) Rating Inches (mm) Inches (mm) Inches (mm) Inches (mm) (Kg/M) Feet (M) Inches (M) Feet (M)

J O I N T L E N G T H = 2 9 . 7 5 F T . ( 9 . 0 7 M ) M A K E - U P L E N G T H = 2 9 . 3 4 F T . ( 8 . 9 5 M )

2 (50) CEN 500 500 (3.45) 300 (2.07) 14,000 lbs. 2400 (16) 130 (0.9)CEN 800 800 (5.51) 500 (3.45) 14,000 lbs. 3200 (22) 250 (1.7)

3 (75) CEN 500 500 (3.45) 300 (2.07) 24,000 lbs. 2000 (14) 60 (0.4)CEN 800 800 (5.51) 500 (3.45) 24,000 lbs. 2400 (16) 200 (1.4)

4 (100) CEN 500 500 (3.45) 300 (2.07) 30,000 lbs. 1600 (11) 40 (0.3)CEN 800 800 (5.51) 500 (3.45) 30,000 lbs. 2400 (16) 200 (1.4)

Nominal Axial Short Term3 Ext. Collapse

Size Series Static2 Cyclic Thread Weep Pressure Pressure

Inches (mm) PSI (MPa) PSI (MPa) Load PSI (MPa) PSI (MPa)

1. In all applications chemical compatibility and physical capability of the pipe for the operating conditions must bedetermined.

2. Quasi-steady


CEN Ser ies F i b e r g l a s s E p o x y L i n e P i p e

P e r f o r m a n c e P r o p e r t i e s 1










R A T E D I N T E R N A L O P E R A T I N G P R E S S U R E TYPICAL ULTIMATE VALUES

P h y s i c a l S p e c i f i c a t i o n s

2.5

100

10

1

0.1

100 1000 10000 100000

CEN/CBS F l o w R a t e v s . F l u i d V e l o c i t y

I N T E G R A L J O I N T

FL

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Note: If flow rate is to be more than 12 ft./sec. contact Centron.F L O W R A T E ( B a r r e l s P e r D a y )

2.6

100

10

1

0.1

100 1000 10000 100000

CEN/CBS F r e s h W a t e r P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


PR

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2.7

100

10

1

0.1

100 1000 10000 100000

CEN/CBS 1 0 % B r i n e P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


PR

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2.8

100

10

1

0.1

100 1000 10000 100000

CEN/CBS 4 0 ° A P I C r u d e O i l P r e s s u r e L o s s @ 6 0 ° F ( 1 6 ° C )


PR

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)


2.3

Q1, 15LR, 15HR

ISO 9001

Lightweight, easy to handle and install, Centron® CEN Line Pipe is ideal for oil and water flow

lines. Joints are made by hand, and no special tools or skills are required. The strong, coarse

threads make-up fast and sure. For orientation of fittings, pipe joint may be backed off up to

360° from full make-up. The white band is used for quick and positive visual make-up

verification. Centron Pipe is filament wound on polished steel mandrels to produce an

exceptionally smooth inside diameter. It is highly resistant to corrosion from brines, sweet and

sour crudes, H2S/CO2, and other fluids encountered in the oilfield.



delivers trouble free service in the vast majority of oilfield fluids to 180° F (82°C). The Centron





• Centron line pipe meets or exceeds API specification 15LR

• Centron line pipe available with API monogram


• Installation crews need no special training or skills

• Positive method for checking joint make-up

• Completely mechanical connecting system — no waiting on weather conditions for

installation

• Fast, easy on-site handling and storage


• Smooth inside diameter for reduced paraffin and scale build-up, and greatly improved

flow characteristics

CEN Ser ies

F E A T U R E S

F i b e r g l a s s E p o x y L i n e P i p e

>


/ Flow Lines

/ Crude Oil

/ Saltwater

/ CO2/H2S

/ Supply Lines


Detail

2.4

2 (50) CEN 500 2.35 (59.7) 2.23 (56.6) .060 (1.52) 3.12 (79.0) .50 (.74) 88 (27) 60 (1.5) 12 (3.6)CEN 800 2.38 (60.5) 2.23 (56.6) .075 (1.91) 3.20 (8.13) .67 (1.0) 92 (28) 59 (1.5) 13 (3.9)

3 (75) CEN 500 3.49 (88.6) 3.35 (85.1) .070 (1.78) 4.33 (110) .77 (1.1) 135 (41) 39 (1.0) 14 (4.2)CEN 800 3.57 (90.7) 3.35 (85.1) .110 (2.79) 4.49 (114) 1.4 (2.1) 138 (42) 38 (0.9) 15 (4.6)

4 (100) CEN 500 4.49 (114) 4.33 (110.0) .080 (2.00) 5.30 (135) 1.0 (1.5) 178 (54) 29 (0.8) 16 (4.8)CEN 800 4.60 (117) 4.33 (110.0) .135 (3.43) 5.50 (140) 2.2 (3.3) 182 (55) 28 (0.7) 18 (5.2)




J O I N T L E N G T H = 2 9 . 7 5 F T . ( 9 . 0 7 M ) M A K E - U P L E N G T H = 2 9 . 3 4 F T . ( 8 . 9 5 M )

2 (50) CEN 500 500 (3.45) 300 (2.07) 14,000 lbs. 2400 (16) 130 (0.9)CEN 800 800 (5.51) 500 (3.45) 14,000 lbs. 3200 (22) 250 (1.7)

3 (75) CEN 500 500 (3.45) 300 (2.07) 24,000 lbs. 2000 (14) 60 (0.4)CEN 800 800 (5.51) 500 (3.45) 24,000 lbs. 2400 (16) 200 (1.4)

4 (100) CEN 500 500 (3.45) 300 (2.07) 30,000 lbs. 1600 (11) 40 (0.3)CEN 800 800 (5.51) 500 (3.45) 30,000 lbs. 2400 (16) 200 (1.4)

Nominal Axial Short Term3 Ext. Collapse

Size Series Static2 Cyclic Thread Weep Pressure Pressure

Inches (mm) PSI (MPa) PSI (MPa) Load PSI (MPa) PSI (MPa)

1. In all applications chemical compatibility and physical capability of the pipe for the operating conditions must bedetermined.

2. Quasi-steady


CEN Ser ies F i b e r g l a s s E p o x y L i n e P i p e













Q1, 15LR, 15HR

ISO 9001

2.1

Lightweight, easy to handle and install, Centron® Fiberglass Epoxy GRE Bell x Spigot Line

Pipe is ideal for oil field or other flow line installations. The piping system is installed using

Ameron adhesive systems which provide a fast cure and a locking mechanism where the

connections are held together securely while the adhesive is curing. Assembly of Centron Bell

x Spigot piping systems requires no special tools or preparation except for tapering the field

cut joints with a taper tool which is fully described in the installation manual. A full line of

fittings and adapters is available. Centron Bell x Spigot Pipe is filament wound on polished

steel mandrels for exceptional flow characteristics.



delivers trouble free service in the vast majority of oilfield fluids to 180°F (82°C). The Centron







• Superior flow characteristics for pumping economy

• Fast cure adhesive


Centron line pipe meets or exceeds API specifications 15LR. Centron International Inc. manufactures a complete line offiberglass surface pipe, line pipe, tubing, casing and associated fittings. See your Centron distributor or call CentronInternational Inc. for all your fiberglass tubular product needs.

CBS Ser ies F i b e r g l a s s E p o x y L i n e P i p e

/ Bell x Spigot Piping

/ Tee Fittings

/ 45° and 90° Elbows

/ Adapters and Bushings

/ Reducers

/ Sleeve Couplings

/ Flanges

P R O D U C T L I N E ][

F E A T U R E S >


2.2

2 (50) CBS 500 500 (3.45) 300 (2.07) 2400 (16) 130 (0.9)

3 (75) CBS 500 500 (3.45) 300 (2.07) 2000 (14) 60 (0.4)

4 (100) CBS 500 500 (3.45) 300 (2.07) 1600 (11) 40 (0.3)

Nominal Short Term3 Ext. Collapse

Size Series Static2 Cyclic Weep Pressure Pressure

Inches (mm) PSI (MPa) PSI (MPa) PSI (MPa) PSI (MPa)

1. In all applications chemical compatibility and physical capability of the pipe for the operating conditionsmust be determined.

2. Quasi-steady



2 (50) CBS 500 2.35 (59.7) 2.23 (56.6) .060 (1.52) 3.12 (79.0) .37 (.55) 88 (27) 60 (1.5) 12 (3.6)

3 (75) CBS 500 3.49 (88.6) 3.35 (85.1) .070 (1.78) 3.70 (94.0) .65 (.96) 135 (41) 39 (1.0) 14 (4.2)

4 (100) CBS 500 4.49 (114.0) 4.33 (110.0) .080 (2.00) 4.70 (120.0) 1.00 (1.50) 178 (54) 29 (0.8) 16 (4.8)




J O I N T L E N G T H = 3 0 . 0 F T . ( 9 . 1 4 M ) M A K E - U P L E N G T H = 2 9 . 6 7 F T . ( 9 . 0 4 M )

CBS Ser ies F i b e r g l a s s E p o x y L i n e P i p e












6.1

C O U P L I N G

9 0 ˚ E L B O W

4 5 ˚ E L B O W

111/4˚, 221/2˚, 30˚ & 60˚

also available

T E E

Reducing Tees

also available

2 (50) 5.12 (130.1) 6.25 (158.8) 4.62 (117.3)

21/2 (65) 5.87 (149.1) 6.75 (171.5) 5.00 (127.0)

3 (75) 6.62 (168.1) 7.25 (184.2) 5.45 (138.4)

4 (100) 8.27 (210.1) 8.30 (210.8) 6.37 (161.8)

6 (150) 9.75 (247.7) 9.50 (241.3) 8.03 (204.0)

8 (200) 11.70 (297.2) 11.0 (279.4) 9.30 (235.2)

Nominal

Size A B C

Inches (mm) Inches (mm) Inches (mm) Inches (mm)

Fit t ings P h y s i c a l S p e c i f i c a t i o n s

B

....

....

....

....

....

....

....

...

A

C

A

A

SP

8

S

ER

IE

S

11/2 (40) 6.25 (158.8) 9.00 (228.6) 5.75 (146.1)

2 (50) 6.56 (166.6) 9.12 (231.6) 6.06 (153.9)

21/2 (65) 7.00 (177.8) 9.00 (228.6) 6.20 (157.5)

3 (75) 7.50 (190.5) 9.00 (228.6) 6.30 (160.0)

4 (100) 8.50 (215.9) 9.00 (228.6) 6.70 (170.2)

5 (125) 9.00 (228.6) 9.00 (228.6) 8.25 (209.6)

6 (150) 9.50 (241.3) 9.00 (228.6) 7.50 (190.5)

Nominal

Size A B C


SP

S

ER

IE

S

4 (100) 8.50 (215.9) 9.00 (228.6) 6.75 (171.5)

6 (150) 11.00 (279.8) 12.0 (304.8) 9.28 (235.7)

8 (200) 12.20 (309.9) 12.0 (304.8) 9.80 (248.9)

10 (250) 12.87 (321.9) 12.0 (304.8) 10.00 (254.0)

Nominal

Size A B C


SP

H

SE

RI

ES

2 (50) 6.00 (152.4) 8.5 (215.9) 5.49 (139.4)

3 (75) 7.00 (177.8) 8.5 (215.9) 5.74 (145.8)

4 (100) 8.00 (203.2) 8.5 (215.9) 6.25 (158.8)

Nominal

Size A B C


CE

N

SE

RI

ES

Note: 1. All stock fittings are rated equal to the highest pressure rating of the matchingpipe in a given size and series.

2. Concentric reducers, both single and multiple step, are available. Crossoverfittings are also available.

6.2

Fit t ings C E N P i p e F l a n g e S p e c i f i c a t i o n s

D

HTYPE 1

B

1/16FT

2 CEN 150# 6 2 2.06 43/4 4 3/4 5/8 63 CEN 150# 71/2 21/2 2.56 6 4 3/4 5/8 63/4

4 CEN 150# 9 3 3.06 71/2 8 3/4 5/8 73/4

2 CEN 300# 61/2 2 2.06 5 8 3/4 5/8 53/4

3 CEN 300# 81/4 21/2 2.56 65/8 8 7/8 3/4 74 CEN 300# 10 3 3.06 77/8 8 7/8 3/4 81/4

2 CEN 600# SAME AS 300# — — — — — — —3 CEN 600# SAME AS 300# — — — — — — —4 CEN 600# 103/4 3 3.06 81/2 8 1 7/82 CEN 900# 81/2 2 2.06 61/2 8 1 7/8 61/2

3 CEN 900# 91/2 21/2 2.56 71/2 8 1 7/8 71/4

4 CEN 900# 111/2 3 3.06 91/4 8 11/4 11/8 83/4

2 CEN 1500# SAME AS 300# — — — — — — —3 CEN 1500# 101/2 21/2 2.56 8 8 11/4 11/8 73/4

4 CEN 1500# 121/4 3 3.06 91/2 8 13/8 11/4 9

Nominal Flange Overall Bolt Required Hole (B) Bolt Bolt

Pipe ANSI Outside Dia. (D) Thickness (F) Thickness (T) Circ Dia. (H) Number Size Size Length

Size Rating* Inches Inches Inches Inches Bolts Inches Inches Inches1

*Dimensions, except thickness, per ANSI B16.51. Bolt length is minimum for fiberglass to fiberglass using threaded rod, 2 nuts and 2 SAE washers.

6.3

Fit t ings H i g h P r e s s u r e L i n e P i p e F l a n g e S p e c i f i c a t i o n s

SP 11/2 150# 5.0 X 4.5 3.88 4 5/8 1/2 107/8

SP 2 150# 6.0 X 4.5 4.75 4 3/4 5/8 111/8

SP 21/2 150# 7.0 X 4.5 5.50 4 3/4 5/8 111/8

SP 3 150# 7.5 X 4.5 6.00 4 3/4 5/8 111/8

SP 4 150# 9.0 X 4.5 7.50 8 3/4 5/8 111/8

SPH 4 150# 9.0 X 4.5 7.50 8 3/4 5/8 121/8

SP 5 150# 10.0 X 4.5 8.50 8 7/8 3/4 111/4

SP 6 150# 11.0 X 4.5 9.50 8 7/8 3/4 111/4

SPH 6 150# 11.0 X 6.0 9.50 8 7/8 3/4 143/4

SPH 8 150# 13.5 X 6.0 11.75 8 7/8 3/4 143/4

SPH 10 150# 16.0 X 6.0 14.25 12 1 7/8 143/4

SP 11/2 300# 6.1 X 4.5 4.50 4 7/8 3/4 111/4

SP 2 300# 6.5 X 4.5 5.00 8 3/4 5/8 107/8

SP 21/2 300# 7.5 X 4.5 5.88 8 7/8 3/4 111/4

SP 3 300# 8.2 X 4.5 6.62 8 7/8 3/4 111/4

SP 4 300# 10.0 X 4.5 7.88 8 7/8 3/4 111/4

SPH 4 300# 10.0 X 4.5 7.88 8 7/8 3/4 121/4

SP 5 300# 11.0 X 4.5 9.25 8 7/8 3/4 111/4

SP 6 300# 12.5 X 4.5 10.62 12 7/8 3/4 111/4

SPH 6 300# 12.5 X 6.0 10.62 12 7/8 3/4 143/4

SPH 8 300# 16.5 X 6.0 13.00 12 1 7/8 151/4

SPH 10 300# 17.5 X 6.0 15.25 16 11/8 1 151/4

SP 11/2 600# SAME AS 300# — — — — — — —SP 2 600# SAME AS 300# — — — — — — —SP 21/2 600# SAME AS 300# — — — — — — —SP 3 600# SAME AS 300# — — — — — — —SP 4 600# 10.75 X 4.5 8.5 8 1 7/8 111/2

SPH 4 600# 10.75 X 4.5 8.5 8 1 7/8 121/2

SP 5 600# 13.00 X 4.5 10.50 8 11/8 1 113/4

SP 6 600# 14.00 X 4.5 11.50 12 11/8 1 113/4

SPH 6 600# 14.00 X 6.0 11.50 12 11/8 1 16SPH 8 600# 16.50 X 6.0 13.75 12 11/4 11/8 161/4

SPH 10 600# 20.00 X 6.0 17.00 16 13/8 11/4 161/4




*Dimensions, except thickness, per ANSI B16.5Bolt length is minimum for fiberglass to fiberglass using threaded rod, 2 nuts and 2 SAE washers.

6.4

Fit t ings

SP 11/2 900# 7.00 X 4.5 4.88 4 11/8 1 115/8

SP 2 900# 8.50 X 4.5 6.50 8 1 7/8 111/2

SP 21/2 900# 9.62 X 4.5 7.50 8 11/8 1 115/8

SP 3 900# 9.50 X 4.5 7.50 8 1 7/8 111/2

SP 4 900# 11.50 X 4.5 9.25 8 11/4 11/8 117/8

SPH 4 900# 11.50 X 4.5 9.25 8 11/4 11/8 127/8

SP 5 900# 13.75 X 4.5 11.00 8 11/8 11/4 12SP 6 900# 15.00 X 4.5 12.50 12 11/4 11/8 117/8

SPH 6 900# 15.00 X 6.0 12.50 12 11/4 11/8 161/4

SPH 8 900# 18.50 X 6.0 15.50 12 11/2 11/8 161/2

SPH 10 900# 21.50 X 6.0 18.50 16 11/2 13/8 161/2

SP 11/2 1500# SAME AS 900# — — — — — — —SP 2 1500# SAME AS 900# — — — — — — —SP 21/2 1500# SAME AS 900# — — — — — — —SP 3 1500# 10.50 X 4.5 8.00 8 11/4 11/8 117/8

SP 4 1500# 12.25 X 4.5 9.50 8 13/8 11/4 12SPH 4 1500# 12.25 X 4.5 9.50 8 13/8 11/4 13SP 5 1500# 14.75 X 4.5 11.50 8 15/8 11/2 123/4

SP 6 1500# 15.50 X 4.5 12.50 12 11/2 13/8 121/4

SPH 6 1500# 15.50 X 6.0 12.50 12 11/2 13/8 161/2

SPH 8 1500# 19.00 X 6.0 15.50 12 13/4 15/8 163/4

SPH 10 1500# 23.00 X 6.0 19.00 12 21/8 2 17




*Dimensions, except thickness, per ANSI B16.5Bolt length is minimum for fiberglass to fiberglass using threaded rod, 2 nuts and 2 SAE washers.

R e p a i r J o i n t

6.5

L

L

1/2 L

L

Fi t t ings

Centron line pipe joints are of constant length. Centron repair joints

can be installed easily without cutting or custom fitting and require

no adhesives.

291/2* SP, SPH, SP8

30* CEN

Length (L) (Feet*) Pipe Type

*8-inch and 10-inch are 29.2 feet in length. Other lengths are available.

Size Pipe Type L (Feet) 2A (Inches) T (Inches)

*See fittings for various ANSI Flange thicknesses.

R e p a i r J o i n t & F l a n g e d L a t e r a l T e e C o n n e c t i o n

For insertion into existing flow or injection lines

for new lateral hookups.

2 CEN 30 12 4.12

3 CEN 30 14 5.12

4 CEN 30 16 6.12

11/2 SP 29.5 13 9.12

2 SP 29.5 13.12 9.12

21/2 SP 29.5 14 9.12

3 SP 29.5 15 9.12

4 SP & SPH 29.5 17 9.12

6 SPH 29.5 22 12.12

8 SPH 29.2 24.5 12.12

10 SPH 29.2 25.25 12.12

O p t i o n a l

A

A

L

T2A

8.1

In the simplest terms, we are trying to assemble a leak free line, or string, that will last longer than

the field produces. To do that, each and every joint must be assembled with a uniformly loaded

“hoop” or contact pressure, that exceeds the pressure of the fluid to be contained, between the

contact surfaces of the tubes that are joined. This is done by “packing off” the space in the joint with,

or without, “pre-stressing” the box (female) in hoop-wise tension, and the pin (male) in hoop-wise

compression. An intermediate material is used to pack off and to uniformly distribute the contact

pressure at the micro-scale level. In the process of doing this, we also achieve the mechanical

assembly of pipe joints into a line, or tubing/casing string, for the conveyance of a fluid.

• The Nature of Fiberglass

• General Rules

• Threads

- Non-sealing

- Sealing

• Lubricant/Sealant

• Teflon® Tape

• Elastomeric Seals

• Torque Based Make-up

• Position Based Make-up

• Tools

• Special Cases

• Repairs

• New Lateral Tie-Ins

• Cold Weather Installation

• Specific Installation Procedures

- CEN/PLIII

- SP/SP8/SPH

- Downhole Tubing

• Service Guide

Instal lat ion C e n t r o n ® T h r e a d e d F i b e r g l a s s T u b u l a r s

O U T L I N E >









right to change any and all specifications or descriptions without notice.

Q1, 15LR, 15HR

ISO 9001

8.2

Instal lat ion G e n e r a l

The Nature of F iberglass

Fiberglass / Epoxy pipe is a tough, high strength to weight ratio product but, unlike metals

which are ductile, fiberglass is a brittle material. Metals can be subjected to large impact,

crushing, and bending forces without affecting performance whereas fiberglass pipe is subject

to delamination and cracking from such forces. Therefore fiberglass pipe must be handled with

care in storing, transporting, and installing to prevent damage from external forces.

Some General Rules for Assembly of F iberglass

1. Keeping all components clean during assembly is a prime key to success. It is impossibleto get uniform contact pressure between threads if they are contaminated with foreignmaterial.

2. If some is good, more is not better. Use force and materials in the quantities called for.

3. Inspect for damage every time the product is handled.

Non-seal ing Threads

Threads are a helical ramp that provides a mechanical advantage allowing you to exert more

force with less effort. In the case of Centron® CEN and Pronto-Lock® end connectors, there is

no seal from the threads. Sealing is accomplished by compressing the O-ring or boot. The

threads serve to enable you to compress the O-ring/boot without much effort and they hold the

joint together in service.

Seal ing Threads

By combining the helical ramp of threads with another ramp, in the form of an overall taper of

the thread form, a double mechanical advantage is developed. Examples are Centron’s SP/SPH,

API 8rd and NPT threads. With torque, the wedging action of the threads against each other

compresses the pin and stretches the box in the hoop-wise direction. The contact pressure

developed between the mated threads exceeds the intended hydrostatic pressure of the fluid to

be pumped, when the torque applied is sufficient.

Thread Dope

All interference threads are designed with a root to crest gap to assure that the load is carried on

the flanks of the threads. This is to accommodate tolerances in both the thread height and lead.

Because of the high contact pressure developed between the threads, a lubricant is required to

prevent galling of the threads. A lube/sealant (dope) is used to both lubricate the threads and

pack-off the space remaining between the root and crest of each thread. The dope for fiberglass

usually contains particles of teflon and/or other polymers to accomplish the pack-off and to

help distribute the force as equally as possible across the threads. Use only the dope

recommended by the manufacturer, since the dope used has a powerful effect on the

torque/contact pressure relationship.

Centron Approved Thread Dope:

• Lubon 404 and 404LT

• Jet Lube TF15 and TF15 Arctic Grade

G E N E R A L R U L E S >

T H R E A D S >

L U B R I C A N T /

S E A L A N T

>

8.3

E L A S T O M E R I C

S E A L S

>


Tef lon® Tape

When properly applied, Teflon® tape enhances the performance and seal of interference threads by:

• cushioning the impact of the initial stabbing operation

• deforming under compression to both pack off small spaces and equally distribute force

• assuring that a film of slippery material is between the threads when high contact force

is required for high pressure applications or when the material tends to gall easily

(aromatic amine cured pipe and fittings that have large overhung loading problems)

When improperly applied, Teflon® tape can do more harm than good. The quality of Teflon® tape

varies significantly among manufacturers, so choose tape that does not fray easily and has

sufficient strength for tensioning during application. Instructions are based on the use of one

inch wide tape. A good rule of thumb; use tape when the nominal diameter, in inches, times the

pressure rating, in PSI, is 4000 or more.

Rubber O-r ings and Boots

Rubber compounds (elastomers) have the ability to take huge changes in shape and retain

pressure resistance capability. A hoop is compressed in a confined space between the pipe ends

such that fluid pressure is contained. Depending on the design used, the elastomer may be

further compressed by fluid pressure against it. A thin, clean lubricant is required to facilitate

compression of the seal without pinching or tearing the rubber. Any contaminant may cut or

hold the rubber off of its seating surface and result in a leak. Dope must not be used on rubber

seal elements, or their seating surfaces. Always inspect rubber seal elements carefully for cuts

and nicks before assembly. In an effort to help prevent O-ring damage, Centron® does not ship

pipe with O-rings installed.

Centron Approved Seal Lubricants:

• Vinoleo

• Motor Oil

8.4

S P E C I A L C A S E S >


Torque (ft lbs) is defined as the perpendicular force (lbs) applied to the wrench handle times the

distance (ft) from the pipe centerline to the point at which the force is applied. The use of body

weight is an acceptable way to determine force.

The torque requirement for each size product is given in terms of a range. This means that

torque will fall into the low end of the range for low pressure products and the high end of the

range for high pressure products.

For SP8 and DH8 (8 RD EUE) connections, torque is the controlling factor for make-up.

Position can be used as a reference indicator of proper make-up. Specific instructions for

Torque Based Make-up are detailed later in this guide.

For CEN, PL III, SP, SPH, and DH connections, the position of the box and pin relative to each

other is the controlling factor for make-up. Torque can be used as a reference indicator of

proper make-up. Specific instructions for Position Based Make-up for each series of pipe and

tubing are detailed later in this guide.

Use of common strap wrenches, pipe wrenches, chain tongs, etc., on Centron products is

acceptable. Band wrenches designed specifically for Centron pipe are available on order from

Centron International Inc..

Other tools that are used such as floats, pipe jacks, rollers and supports should be made of or

padded with wood, rubber, or plastic. Do not use chain for tie down or lifting slings; use nylon

straps or rope. For downhole operations, slips should be clean and sharp and fit the built-up

ends well. Slip type elevators or a Centron-supplied lift pin are required. Rig tongs may be used

for break-out if they fit well but they should only be used to loosen the joint; disengage by hand

so as not to grind the threads on each other.

Fitt ings

Elbows, tees, and flanges are necessarily made-up to a position. Because the box is thick on

fittings, you may expect that the torque level required will be toward the high end of the range

specified. With Centron fittings, you may exceed the maximum torque level for pipe by a factor

of 1.25, to get a fitting to “look” the right way. If additional rotation is required go back to the

joints previously laid and get a little bit of rotation from each joint.

T O R Q U E B A S E D

M A K E - U P

>

T O O L S >

P O S I T I O N B A S E D

M A K E - U P

>

8.5

N E W L A T E R A L

T I E - I N S

>


Centron pipe is made in exact lengths, with a few rare exceptions when the male thread is re-

worked. For repairs we supply a flanged repair joint that is of the same exact length. To make a

repair, simply cut the damaged joint in two, unscrew the two ends and screw in the flanged

sections. You may find that there is a small difference in length due to the difference in

installation and service temperatures and/or mechanical shock on the line due to the failure. If

the repair joint is too short, it is permissible to jack the line together, with the flange studs, up

to 1 inch per joint of pipe exposed. If the length gap is greater than that, either uncover more

pipe so it is free to stretch, or put in a filler ring and extra gasket between flanges. If the repair

joint is too long, simply ‘snake’ the pipe, being sure to uncover enough so as not to exceed the

minimum allowed bending radius for the product involved.

For new tie-ins, we supply a flanged and teed joint of the same exact length. The procedure for

installation is essentially the same as for a repair, but obviously requires the assembly of the tee

and lateral connections.

We also supply all of the materials to do repairs and tie-ins with bonded parts, but we prefer the

all-mechanical approach because it is not sensitive to weather conditions and does not require

the use of a taper tool and heat packs.

R E P A I R S >

8.6

Instal lat ion C o l d - W e a t h e r I n s t a l l a t i o n o f F i b e r g l a s s T u b u l a r s

1. Thread Cleaning - If there is ice on the pin or box threads, it must be removed. A light ice

coating can be removed with a wire brush. Heavy ice is more easily removed using a

torch*, but care is required to assure that the thread surfaces are not scorched. The threads

must be clean and dry before assembly.

2. Application of thread dope (order arctic grade for cold weather conditions) - The thread

dope should be kept warm. The coating of dope must be thin (as if the threads were painted).

The thread profile should be clearly visible with the dope in-place. If the ends of the pipe are

warmed* with a torch, or other means, to help ease the application of dope, allow both the

pin and box to come to equal temperature before attempting to assemble.

It is extremely difficult to apply dope to threads when Teflon tape is required, when all

components are very cold. The high viscosity of the dope and stiffness of the brush

required for a thin coat will often tear the tape. For products that require Teflon tape (amine

cured products and higher pressure rated products), it is essential that all components be

warmed up* for application of thread dope and Teflon tape.

3. For Centron products with O-rings, it is essential that the O-ring be checked for flexibility

just prior to joint assembly. If the O-ring will not stretch, it must be warmed up until it will.

It is a good idea, if cold conditions are anticipated, to keep them warm until just prior to

joint assembly.

C O L D W E A T H E R

I N S T A L L A T I O N

b e l o w 1 0 º F ( - 1 2 º C )

>

*Note: When using a torch to warm the pin and box keep the flame moving constantly.Monitor temperature with the bare hand and stop heating when pipe ends areuniformly warm to the touch.

8.7

Centron® CEN and Pronto-Lock® III series pipe are designed for simple and easy installation,

without the use of special tools or adhesives. The following guidelines are presented to aid the

user in obtaining maximum reliability and performance of this product in demanding oilfield,

mineral extraction, and other fluid handling applications.

1. Ditch should be deep enough to meet requirements of each particular installation.

2. If soil is rocky, ditch should be dug deeper (4” minimum) and filled back to the properlevel with sand or good soil for bedding.

3. When bends in the ditch are necessary, consult pipe literature for minimum allowablebend radius of pipe.

4. Pipe should be run through conduit at road crossings. Use centralizers or pad the pipe atintervals with protective covering.

A . G E N E R A L

1. String the pipe along the side of the ditch opposite the excavated soil with the pin endpointing in the direction of flow.

2. Each joint should be checked visually for shipping and/or handling damage. Shallowscratches and abrasions are generally insignificant but if the pipe has cuts into thelaminate, bruises or fractures it should be set aside for disposition.

3. Install fiberglass to steel crossovers using Centron approved thread dope. Coat both steeland fiberglass threads lightly, screw together, and torque to values in Table Three.

B . C E N M A K E - U P P R O C E D U R E

1. After removal of end protectors, check box and pin threads for damage or contamination.Remove any contamination by wiping with clean paper towels. Use a fine wire brush toremove ice or dried soil.

2. Apply a light coat of seal lubricant to the box threads and O-ring seal area, pin threadsand O-ring groove.

3. Install O-ring into the O-ring groove on the pin. Be careful not to damage the O-ring.

4. Makeup can best be accomplished with one person on each end of the pipe and oneperson near the middle of the joint being installed.

5. One person should align the box and pin to slip together making sure that the O-ring isnot crimped or displaced during initial engagement.

6. The person in the middle of the pipe should begin rotation to the right and visually alignand “feel” the alignment of the two joints as he screws them together. Rotation should bevery smooth if proper alignment is maintained. When the O-ring begins to seat,additional rotational force will be required. At this point the person on each end shouldhelp in making up the pipe as far as possible by hand. Pipe will normally make-up to oneturn past the white band, or to shoulder, but must always be made-up far enough to coverthe white band. If the connection cannot be fully made-up by hand, strap wrenches maybe used to complete the make-up. If the connection makes-up to the shoulder using strap

Instal lat ion

I . D I T C H

P R E P A R A T I O N

C E N / P L I I I S e r i e s

>

I I . P I P E


>

8.8

wrenches no torque should be applied after shouldering. Use wrenches only on the upsetarea of the pin and on the last 3 inches of the box. Never use wrenches on the pipe wall.

7. The connection may be backed off up to one full turn, or back to the white line withoutloss of seal if required for fitting orientation.

8. In all cases the white line of the CEN series must always be covered to insure a properconnection.

9. Should a joint be difficult to make-up properly, it should be separated, cleaned,relubricated and the procedure repeated. If difficulty still occurs, it should be set asidefor disposition.

10. If the pipe is made-up on the side of the ditch take care not to exceed the minimumallowable bend radius of the pipe when lowering the pipe into the ditch.

11. Some rubber compounds lose elasticity at low (<10°F) temperatures and may not seal.Before installing at low temperatures contact Centron or refer to the section on lowtemperature installation in this guide.

C . P R O N T O — L O C K I I I M A K E U P P R O C E D U R E

1. Remove end protectors and check box (threads and rubber lip seal) and pin threads fordamage or contamination. Remove any contamination with paper towels and/or wirebrush.

2. Apply a light coat of seal lubricant to the threads and rubber lip seal of the box and to thethreads and seal surface of the pin.

3. Makeup can best be accomplished with one person on each end of the pipe and oneperson in the middle of the pipe.

4. One person should align the box and pin to slip together without damaging threads.

5. The person in the middle should visually align the two joints and “feel” the properalignment as he screws the joints together. Rotation will be very smooth if properalignment is maintained.

6. When the pin seal surface begins to enter the rubber lip seal in the box, additionalrotational force will be required. At this point wrenches may be required to rotate theconnection until a positive stop is felt. Do not add additional torque at this point.Sealing is achieved by the rubber lip seal. The threads only hold the connection together.At this point the box edge to pin shoulder distance (standoff) should be approximately.25 in. (6.3 mm) for size 3” pipe and .50 in. (12.6 mm) for size 4” pipe. Use wrenchesonly on the upset area of the pin and the last 3 inches of the box. Never use wrenches onthe pipe wall.

7. Connections may be backed off from the positive stop up to 1/2 turn without loss of sealas required for fitting orientation.

8. Should a connection not make-up properly it should be disassembled, cleaned, andexamined for any visual defects. If none are found repeat the makeup procedure and ifthe problem persists set the joint(s) aside for disposition.

9. If the pipe is made-up on the side of the ditch, take care not to exceed the minimumallowable bend radius as it is lowered into the ditch.

Instal lat ion C E N / P L I I I S e r i e s

8.9

10. If installation temperature is below 10ºF (-12ºC) contact Centron or refer to the sectionon low temperature installation in this guide.

1. Hydrostatic testing can be potentially dangerous. Adequate safety precautions shouldalways be taken to prevent damage or injury during testing.

2. Testing with air or gas is not recommended because of the potential danger ofcompressed gas. If a gas is used to test the pipe, the test should be carried out only afterthe pipe is completely buried. Air or nitrogen may be used but the use of helium isstrictly prohibited.

3. An initial test should be performed in the open ditch prior to backfilling. This testrequires covering of the pipe to the top of the ditch only in areas of elbows and tees for adistance of 20 feet in all directions from the fittings. The fittings should be leftuncovered for inspection. Covering the rest of the pipe is not required, although plugs ofbackfill should be applied along bends and may be applied at intervals along the pipe foradded restraint if desired. Leave all connections open for inspection. If this test is notperformed, Centron will not be responsible for any costs involved in finding orrepairing a leak in the line after the line has been backfilled.

4. When filling the line with water, a soft pig should be run ahead of the water to removethe air in the line.

5. The rate of pressurization of the line should not exceed 200 psi per minute.

6. During the open ditch test, the line may be pressured up to, but not exceeding, the pipe’sstatic pressure rating for a duration of not more than four (4) hours. During this test theline should be visually checked and monitored with a pressure gage or chart recorder.

7. Upon initial pressurization of the line some changes in gage pressure may be expectedfrom air trapped in the line, and until temperature stabilization occurs. During the openditch test, the line must be carefully monitored to prevent pressure increases due totemperature rise. Measures must also be taken in cold weather to prevent freezing of thetest water.

8. After satisfactory completion of the open ditch test, the line should be backfilled as soonas possible.

9. During installation, open ditch testing must be performed at maximum intervals of 5000feet. After completing each test, the section of line should be backfilled before installingand testing the next increment of pipe in the same installation.

10. A final test, after line has been completely backfilled, may be conducted as required by the customer. Maximum recommended test pressure is 100% of the static pressure ratingof the pipe. However, it is allowable at final test to pressure the line up to 125% of thestatic pressure rating of the pipe if necessary to meet licensing requirements. Maximumtest duration is 24 hours.

1. After testing has been completed, ditch should be backfilled as soon as possible toprevent possible damage to the line from falling rock, flooding, and other hazards.

2. The first four inches minimum depth of backfill should be good soil, free of sharp rocks,heavy boulders, and frozen clods of dirt. This cover of good soil provides even supportfor the pipe and protects if from damage as the rest of the ditch is backfilled with perhapsless desirable material.

Instal lat ion

I V . B A C K F I L L I N G

C E N / P L I I I S e r i e s

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I I I . P R E S S U R E

T E S T I N G

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8.10

Centron® Surface Pipe is designed for simple and easy installation, without the use of special

tools or adhesives. The following guidelines are presented to aid the user in obtaining

maximum reliability and performance of this product in demanding oil field, mineral extraction

and other fluid handling applications. For insertion applications see Section 10 of the Centron

Engineering Manual.

1. Ditch preparation and backfilling instructions in this guide are intentionally brief. Forsoft soil conditions consult Centron’s Engineering and Design Manual or Centronengineering.

2. Ditch should be deep enough to meet requirements of each particular installation.

3. If soil is rocky, ditch should be dug deeper (4” minimum) and filled back to the properlevel with sand or good soil for bedding. In rocky soil, thin wall pipe should be rockshielded and all pipe must be covered at least 4” with sand or fine soil.

4. When bends in the ditch are necessary, consult pipe literature for minimum bend radiusof pipe.

5. Pipe should be run through conduit at road crossings. Use centralizers or pad pipe atintervals with protective covering inside conduit. Conduit for 6”, 8” and 10” low pressurepipe must be vented to atmosphere.

6. The ditch should be cut wider to facilitate in-the-ditch assembly at crossings.

A . S P / S P H C O N N E C T I O N


2. Install fiberglass to steel crossovers using thread dope. Coat both steel and fiberglassthreads lightly, screw together and torque to values in Table Three. Use only fiberglasspins in steel boxes.

3. As each joint is handled it should be checked visually for shipping and/or handlingdamage. Shallow scratches and abrasions are generally insignificant but if the pipe hascuts into laminate, bruises or fractures it should be set aside for disposition.

4. After removal of end protectors, check box and pin threads for damage.

5. Check box and pin for contamination. Remove any contamination by wiping with cleancloths or paper towels. Use a fine wire brush for the removal of ice or dried, hard soilcontamination. Be sure that O-ring groove is clear of debris.

6. For standard make-up of Anhydride cured pipe apply a light, even coat of thread dope tothe pin threads only. Do not allow any thread dope in the O-ring groove. A light coat ofthread dope will effect a seal at the threads.

7. The combination of Teflon tape and thread dope provides optimum sealing capability forCentron surface pipe connections. This combination is recommended for high pressureapplications, for all gas service (natural gas, CO2, etc.) and must be used on all Centron

Instal lat ion

I . D I T C H

P R E P A R A T I O N

S P / S P 8 / S P H S e r i e s

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I I . P I P E


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8.11

Instal lat ion S P / S P 8 / S P H S e r i e s

Amine cured pipe. Following is the recommended procedure for using Teflon tape andthread dope:

Using 1” wide Teflon tape and starting from the small end of the threads, wrap thethreads with the tape, advancing one thread pitch per revolution in a clockwise directionwhen facing pin end of the pipe. Apply a very light even coat of thread dope over the tapewrapped threads. Do not allow any tape or dope in the O-ring groove.

8. Apply a light coat of seal lubricant to the O-ring groove. Install O-ring into the groove onthe pin. Be careful not to damage the O-ring. Apply seal lubricant to the O-ring.

9. Stab the connection by hand being careful to center the box and pin so that the O-ring orthreads are not damaged upon initial engagement. Proper alignment of the two jointsduring complete make-up is critical. After proper visual alignment, make-up theconnection by hand as far as possible. Rotation should be very smooth if properalignment is maintained. After hand tight make-up, apply wrenches and make-up toposition as follows: at minimum make-up position, the box edge to pin shoulder distance(standoff) must be no more than .25 in. (6.3 mm). At maximum make-up position,assembly must always stop before the box edge contacts the pin shoulder. Do notshoulder out the connection. Use torque values in Table One as a reference to monitormake-up.

10. Assemble connections to maximum make-up position as long as maximum referencetorque is not exceeded. If a connection does not make-up to the .25 in. (6.3 mm)maximum standoff distance at maximum reference torque it should be disassembled,cleaned, and examined for contamination or galling of the threads. If no problem is foundrepeat the make-up procedure and if the problem persists set the joint aside fordisposition.

11. Wrenches may be used only on the last 3 inches of the box and only on the upset area ofthe pin. Do not use wrenches on the body of the pipe. Select wrenches that fit well andmaximize contact area with the pipe. The use of ADTECH Installer or Weatherford tongsshould be considered for the installation of high pressure 6”, 8” and 10” pipe.

12. If pipe is assembled on the side of the ditch, take care not to exceed the minimumallowable bend radius of the pipe as it is lowered into the ditch.

13. Some O-ring compounds lose elasticity at low (<10 °F) temperatures and may not seal.Before installing at low temperatures, contact Centron International Inc. or refer to thesection on cold weather installation in this guide.

B . 8 R D E U E C O N N E C T I O N


2. In making connections to steel use only fiberglass pins in steel boxes. Fiberglass pins areof the long thread form and must be cut off by the amount shown in Table Two beforemake-up into short thread boxes. After this is accomplished clean threads, apply threaddope to both pin & box threads and make-up to torque shown in Table Three.

3. As each joint is handled it should be checked visually for shipping and/or handlingdamage. Shallow scratches and abrasions are generally insignificant but if the pipe hascuts into the laminate or bruises and fractures it should be set aside for disposition.

8.12


4. After removal of end protectors, check box and pin threads for damage and/orcontamination. Remove any contamination by wiping with clean cloths or paper towels.It is extremely important that all threads are clean. Use a fine wire brush for removal ofice or dried, hard soil.

5. Using 1” wide Teflon tape and starting from the big end of the threads, wrap the threadswith the tape advancing 1/2” per revolution in a clockwise direction when facing the pinend of the pipe, dwell 1 revolution at the small end, then wrap the tape back to the big endadvancing at 1/2” per revolution. Apply a light, uniform coat of thread dope to the tapeand to the box threads. The use of teflon tape is optional for sizes 2” through 4” atpressures of 800 PSI and below.

6. Before stabbing, look up the bore of the pipe that is to be turned and be sure that no sand,dirt, or debris will roll down the pipe into the threads during make-up. Stab theconnection by hand, being careful to center the box and pin so that threads are notdamaged upon initial engagement. Proper alignment of the two joints during completemakeup is critical. After initial alignment and stabbing, make-up the joint by hand as faras possible. Rotation should be very smooth if proper alignment is maintained. Afterhandtight make-up, apply wrenches and make-up to torque values shown in Table Three.Wrenches must be applied only on the pin build up and within 3 inches of the box edge.Select wrenches that fit well and maximize contact area with the pipe. Never applywrenches to the pipe body. As a visual check during make-up to torque, the box edgeshould range from allowing the last two (2) pin threads to show to stopping flush with thelast pin thread. Do not make-up past the flush position regardless of torque.

T A B L E O N E >

11/2 SP 50-100 (7-14)

2 SP 75-125 (11-17)

2 1/2 SP 100-150 (14-21)

3 SP 175-250 (24-35)

4 SP/SPH 225-435 (31-60)

5 SP 235-465 (32-64)

6 SP 250-500 (35-69)

6 SPH 300-575 (42-79)

7 3/4 SPH 500-800 (69-112)

8 SPH 500-900 (69-125)

10 SPH 750-1200 (105-168)

Torque

Range

Pipe Size ft-lbs (Kg-M)

T A B L E T W O >

2 4 THDS

21/2 5 THDS

3 6 THDS

4 7 THDS

Cutoff

Pipe Size Amount

8.13

Each joint should be checked with a known torque condition to assure that proper make-uptorque has been achieved. High pressure products should be made to the high end of the rangegiven and low pressure products should be made to the low end of the range given.

The torque values shown in Table Three are for 70°F. Cooler installation temperatures requiremore torque and hotter temperatures require less. Use the factors in Table Four for theinstallation temperature(s) encountered. Note that these are for the temperature of the pipe atthe end connectors, which may be higher or lower than the air temperature due to heating fromthe sun.


T A B L E T H R E E >

2 SP8 100-150 (14-21)

21/2 SP8 150-200 (21-28)

3 SP8 175-275 (24-38)

4 SP8 200-350 (28-48)

6 SP8 350-500 (48-69)

8 SP8 600-750 (83-104)

Torque

Range

Pipe Size ft-lbs (Kg-M)

T A B L E F O U R >

below 10˚F consult factory

20 1.4

30 1.3

40 1.2

50 1.15

60 1.08

70 1.00

80 .95

90 .91

100 .88

110 .83

Torque

Temperature Factor

8.14


1. Pipe should be cut straight within + 1/16”. Use a wrap-a-round to mark pipe or use a sawguide to facilitate straight cuts.

2. Taper angle of spigot should be 1 3/4°. Check taper tool angle by tapering a pipe usingfactory bell as a check. When factory bell is pushed dry onto spigot, no side to sidemotion should be possible if taper angles of bell and spigot match. Every taper should bechecked in this manner.

3. Taper length should be such that when the fitting to be bonded is pushed dry onto thespigot, the end of the spigot should reach within 3/16” of the bottom of the bell.

4. Make sure bell and spigot are clean. (Bell may be cleaned and renewed by lightly sandingand wiping away dust particles.) Do not touch these surfaces with bare hands aftercleaning. Mix adhesive according to manufacturer’s instructions and apply thin coat ofadhesive to both bell and spigot. Align bell and spigot and push together, with a turningmotion, with enough force to lock the two parts together. If necessary, parts may belocked together by placing a 2” x 4” board flat across the end of the pin and tappinglightly with a hammer. Smooth out or remove excess resin inside the pipe. Do not disturbuntil adhesive has hardened. When temperatures are under 70°F the use of heat packs orother means of applying external heat is recommended.

1. Hydrostatic testing can be potentially dangerous. Adequate safety precautions shouldalways be taken to prevent damage or injury during testing.

2. Testing with air or gas is not recommended because of the potential danger ofcompressed gas. If a gas is used to test the pipe, the test should be carried out only afterthe pipe is completely buried. Air or nitrogen may be used, but the use of helium isstrictly prohibited.

3. An initial open ditch test should be performed prior to backfilling. This test requirescovering of the pipe to the top of the ditch only in the area of 45 and 90 ells and tees fora distance of 20 feet in all directions from the fittings. The fittings should be leftuncovered for inspection. Covering the rest of the pipe is not required, although plugs ofbackfill should be applied along bends and may be applied at intervals along the pipe foradded restraint if desired. Leave all connections open for inspection. If this test is notperformed, Centron will not be responsible for any costs involved in finding or repairinga leak in the line after the line has been backfilled.

4. When filling the line with water, a soft pig should be run ahead of the water to removethe air in the line.

5. The rate of pressurization of the line should not exceed 200 psi per minute.

6. During the open ditch test, the line may be pressurized to a pressure not to exceed thepipe’s static pressure rating for a duration of not more than four (4) hours. During thistest the line should be visually checked and monitored with a pressure gage or chartrecorder.

I V . P R E S S U R E

T E S T I N G

>

I I I . B O N D O N P I N >

8.15


7. Upon initial pressurization of the line some changes in gage pressure may be expectedfrom air trapped in the line, and until temperature stabilization occurs. During the openditch test, the line must be carefully monitored to prevent pressure increases duringsummer heating. Measures must also be taken in cold weather to prevent freezing of thetest water.

8. After satisfactory completion of the open ditch test the line should be backfilled as soonas possible.

9. It is recommended that no more than 5000 feet of line be installed before an initial openditch test is performed to verify the integrity of the installation. After completing the test,this section of line should be backfilled before installing and testing the next incrementof pipe in the same installation.

10. A final test, after line has been completely backfilled, should be carried out as requiredby the customer. Maximum recommended test pressure is 100% of the static pressurerating of the pipe. However, it is allowable at final test to pressure the line up to 125% ofthe static pressure rating of the pipe if necessary to meet licensing requirements.Maximum allowable test duration is 24 hours.

1. After testing has been completed, ditch should be backfilled as soon as possible toeliminate possible damage to the line from falling rock, flooding, etc.

2. The first four inches (minimum) of backfill above the top of the pipe should be goodsoil, free of sharp or large rocks and frozen clods of dirt. This cover of good soil provideseven support for the pipe and protects it from damage as the rest of the ditch is backfilledwith some times less desirable material. The use of equipment such as Ozzie’s PipelinePadder should be considered for long lines in rocky areas where the cost of hauling selectbackfill may exceed the cost of the padder.

V . B A C K F I L L I N G >

8.16

Centron® fiberglass tubing has given years of trouble free service in many demanding

applications. Proper handling of the tubing before installation, proper selection of installation

tools and a well-design compatible with Centron tubing will insure long service. The following

is a general guide that reflects the experiences of successful well completions using Centron

tubing. As it is impossible to cover all the variables encountered in the field, please feel free to

consult with Centron International Inc.’s engineering department on any Centron tubing

installation(s).

Centron tubing is a strong, durable product but may be damaged by impact from a sharpobject. This can cause localized delamination and render the tubing unusable. Care must betaken to prevent such damage at the yard, when unloading and handling at the well site.Tubing should be stacked using wooden stripping between layers, with pins/boxes staggeredfor even spacing, on a level surface.

Good well design is essential to the successful use of Centron tubing. The maximumoperating conditions (tension, pressure and temperature) must never be exceeded orpermanent, irreversible damage may occur. The tubing string may not leak but damage mayoccur that decreases the corrosion resistance, thus the life expectancy of the tubing. Centrontubing can be used with confidence when the following basic guidelines are observed:

1. Packer and downhole tool selection is important for the successful use of Centron tubing.Permanent or retrievable packers with “on/off ” tools are preferred. These, unlike simple tension set retrievable packers, hold pressure from both sides and do not subject thetubing string to additional tension when pressure testing the annulus or when the wellgoes on vacuum. Packers designed for set/release via pick-up/set-down and rotation mustnot require torque that exceeds the made-up torque of the tubing joints.

2. Landing in the well head is generally done on coated steel subs but may be done onCentron coupled fiberglass landing subs. Centron tubing must be used in tension andtension can only be applied to the tubing string using coated steel or Centron coupledlanding subs.

3. Pumping wells using sucker rods or electric submersible pumps (ESP) require somespecial considerations. Sucker rods must use precision couplings without sharp edges.Plastic coated rods are preferred. Deviated holes require plastic or wheeled rod guides.An anchor should be used in all pumping wells. If the tubing carries the weight of an ESPand its cable, some form of torque arrest is required; either a mechanical torque arm onthe pump or an electronic “soft start” motor starter.

4. Conventional tools may be run through fiberglass tubing. Swabs, blanking plugs, etc. maybe run on properly lubricated sand, slick and electric lines. Lines must be run slowly indeviated holes to avoid “burn through” at contact points. Never attempt to “drag” stucktools up fiberglass tubing as gouging will adversely affect the corrosion resistance andlife of the tubing. If tools get stuck, it is usually more economical to cut or shoot off theline or/and the tubing and make the trip out rather than damage the tubing string.

Centron tubing is available with our proprietary 4 round, O-ring connection or API standard8rd EUE long form connections per API 5B, Table Two.6a (tolerances per API 15 HR). Eitherconnector is available with Centron’s patented PeNG (non galling) female threadconfiguration. Our 4-round, O-ring threaded connection features larger, more rugged threadsthat are less susceptible to stab damage. The O-ring assures a seal under less than optimalmake-up conditions and keeps the thread dope where it belongs–on the threads, not in theequipment or formation.

D o w n h o l e T u b i n g

I . H A N D L I N G >

I I . W E L L D E S I G N >

I I I . E N D

C O N N E C T O R

S E L E C T I O N

>

Instal lat ion

8.17

Centron tubing is run using conventional slips, elevators, power tongs or pipe wrenches. Theelevators should be the “slip” type and the tongs capable of low (<500 ft-lb) torque operation.Tongs and wrenches must be used only on the upsets, never on the barrel of the tubing. Aweight indicator should be used at all times.

1. Packer or downhole tool connections should be made “cheater” tight to prevent “backing-off ”. For fiberglass to steel connections use only fiberglass pins in steel boxes and make-up to maximum torque/position as described below.

2. Tailing the tubing from the rack to the well is done conventionally. Care must be taken toprevent damage to the pin end. Leave the thread protectors on the tubing until ready formake-up.

A . D H ( 4 R O U N D ) C O N N E C T I O N

1. As each joint is handled it should be checked visually for shipping and/or handlingdamage. Shallow scratches and abrasions are generally insignificant but if the tubing hascuts into the laminate, bruises, or fractures it should be set aside for disposition.

2. After removal of end protectors, check box and pin threads for damage.

3. Check box and pin for contamination. Remove any contamination by wiping with cleancloths or paper towels. Use a fine wire brush for the removal of ice or dried, hard soilcontamination. Be sure that the O-ring groove is clear of debris.

4. Application of Lubricant/Sealant

4.1 For standard make-up of anhydride-cured tubing, apply a light, even coat of threaddope to the pin threads only. Do not allow any dope in the O-ring groove. A light coatof thread dope will affect a seal at the threads.

4.2 The combination of Teflon® tape and thread dope is highly recommended for alltubing as it provides optimum sealing capability for Centron tubing connections andmaximizes make and break capability for tripping the string. This combination mustbe used on all Centron amine-cured tubing. Following is the recommended procedurefor using Teflon tape and thread dope:

Using 1” wide Teflon tape and starting from the small end of the threads, wrap thethreads with the tape, advancing one thread pitch per revolution in a clockwisedirection when facing pin end of the pipe. Apply a very light even coat of thread dopeover the tape wrapped threads. Do not allow any tape or dope in the O-ring groove.

4.3 Apply a light coat of seal lubricant to the O-ring groove.

4.4 Install O-ring into the groove on the pin. Be careful not to damage the O-ring. Applyseal lubricant to the O-ring.

5. Stab the connection by hand, being careful to center the box and pin so that the O-ring orthreads are not damaged upon initial engagement. Proper alignment of the two jointsduring complete make-up is critical. After proper visual alignment, make-up theconnection by hand as far as possible. Rotation should be very smooth if properalignment is maintained. After hand tight make-up, apply wrenches and make-up toposition as follows: At minimum make-up position, the box edge to pin shoulderdistance (standoff) must be no more than .25 in. (6.3 mm). At maximum make-upposition, assembly must always stop before the box edge contacts the pin shoulder. Donot shoulder out the connection. Use torque values in Table One as a reference tomonitor make-up.


I V . I N S T A L L A T I O N >

Instal lat ion

8.18

6. Assemble connections to maximum make-up position as long as maximum referencetorque is not exceeded. If a connection does not make-up to the .25 in. (6.3 mm)maximum standoff distance at maximum reference torque it should be disassembled,cleaned, and examined for contamination or galling of the threads. If no problem is foundrepeat the make-up procedure and if the problem persists set the joint aside fordisposition.

7. Wrenches may be used only on the last 3 inches of the box and only on the upset area ofthe pin. Do not use wrenches on the body of the pipe. Select wrenches that fit well andmaximize contact area with the pipe.

8. Some O-ring compounds lose elasticity at low (<10 °F) temperatures and may not seal. Before installing at low temperatures, contact Centron International Inc.

B . D H 8 ( 8 R D E U E ) C O N N E C T I O N

1. In making connections to steel use only fiberglass pins in steel boxes. Fiberglass pins areof the long thread form and must be cut off by the amount shown in Table Two beforemake-up into short thread boxes. After this is accomplished clean threads, apply threaddope to both pin and box threads and make-up to torque shown in Table Three.

2. As each joint is handled it should be checked visually for shipping and/or handlingdamage. Shallow scratches and abrasions are generally insignificant, but if the tubing hascuts into the laminate, bruises, or fractures it should be set aside for disposition.

3. After removal of end protectors check box and pin threads for damage and/orcontamination. Remove any contamination by wiping with clean cloths or paper towels. Itis extremely important that all threads are clean. Use a fine wire brush for removal of iceor dried, hard soil.

4. When Teflon tape is required, use 1” wide Teflon tape. Starting from the big end of thethreads, wrap the threads with the tape advancing 1/2” per revolution in a clockwisedirection when facing the pin end of the pipe. Dwell 1 revolution at the small end, thenback to the big end with the 1/2” overlap.

Apply a light, uniform coat of thread dope to the tape and to the box threads.

5. In making the connection, stab the connection by hand, being careful to center the boxand pin so that threads are not damaged upon initial engagement. Alignment of the twojoints is very important during complete make-up. After initial alignment and stabbing,make-up the joint by hand as far as possible. Rotation should be very smooth if properalignment is maintained. After hand-tight make-up, apply wrenches and make-up totorque values shown in Table Three. Caution: Do not over torque. As a visual checkduring make-up to torque, the box edge should range from allowing the last two (2) pinthreads to show to stopping flush with the last pin thread. Do not make-up past the flushposition regardless of torque.

D o w n h o l e T u b i n gInstal lat ion

8.19

Spacing out and landing the tubing properly is very important to the life cycle of the tubing.Well use and conditions will dictate how much landing tension is required. Refer to stretchtables for stretch data and compare these values to weight indicator values to assure that theentire string is in tension.

Backside fluid may be oil, diesel, inhibited brine, or properly treated fresh water. Fresh watermust be free of any biological material and should be pH buffered and oxygen scavengedwith sulfide or sulfite salt(s). High ph (>8) primary or secondary amine type inhibitorsshould not be used with anhydride cured epoxy tubing.

Calculate string “live weight” in well (approximately half the string weight in air if theannular tubing fluid level is full). Swab and/or fill tubing or annulus to equalize fluid levelsinside and out. Pick up string weight and remove landing equipment. Work through releasesequence for the packer or on-off tool involved. If tool fails to release, lower string to half of


V . C O M P L E T I O N >

T A B L E O N E >

T A B L E T W O >

V I . T R I P O U T >

11/2 50-100 (17-14)

23/8 75-125 (11-17)

27/8 100-150 (14-21)

31/2 175-250 (24-25)

41/2 225-435 (31-60)

65/8 *300-575 (42-79)

7 300-575 (42-79)

95/8 *500-900 (69-125)

103/4 *750-1200 (105-168)

Torque Range

Tubing Size (ft. - lbs.) (Kg - M)

23/8 4 THREADS

27/8 5 THREADS

31/2 6 THREADS

41/2 7 THREADS

Cutoff

Tubing Size Amount

T A B L E T H R E E >

23/8 100-150 (14-20)

27/8 150-200 (21-28)

31/2 175-275 (24-38)

41/2 200-350 (28-48)

Torque Range

Tubing Size (ft. - lbs.) (Kg - M)

Instal lat ion

8.20

string weight and work through release sequence again. Several cycles of this strategy may berequired if tubing has been in service a long time due to sedimentation in the annulus abovethe packer. Never exceed the tubing’s tensile rating during attempts to unlatch. If release isimpossible it is usually more economical to shoot or mill off the tubing in the joint above thepacker/anchor than it is to simply part the string with tension and fish from there. Parting thestring with tension effectively destroys the properties of the whole tubing string. Fishingoperations can be easily done with either a spear or overshot. Fiberglass is also easily milledup.

Tubing may be pulled in doubles in sizes 27/8 and larger. Pin thread protectors must be used iftubing is left standing and proper tie-back is required. Tail-out, pin thread protectors, andwooden stripping should be used if tubing is laid down.

To reinstall, both threads should be thoroughly cleaned using kerosene or other distillatesolvent and inspected. Damaged joints should be set aside and replaced. All O-rings shouldbe inspected and any flattened or damaged O-rings replaced. It is good practice to reverse theorder of installation of used tubing if the order of the original installation is known.

D o w n h o l e T u b i n gInstal lat ion

8.21

T H R E A D L U B R I C A N T / S E A L A N T 1 ” T F E T A P E R E Q U I R E M E N T S

Instal lat ion S e r v i c e G u i d e

11/2 (40) 0.011 360 810 12.5 5.0

2 (50) 0.013 300 690 10.0 4.0

21/2 (65) 0.016 250 560 8.2 3.3

3 (75) 0.019 210 470 7.0 2.8

4 (100) 0.024 165 375 5.7 2.3

51/2 (140) 0.030 135 300 4.7 1.9

6 SP (150) 0.036 110 250 3.7 1.5

6 SPH (150) 0.055 70 160 3.0 1.2

8 SPH (200) 0.095 42 95 2.5 1.0

10 SPH (250) 0.110 36 82 2.0 NA

Nominal JTS JTS

Size LBS/ 4 LB Pail 9 LB Pail Joints/Roll

Inches (mm) Joint 1.8 kg 4.1 kg 1296” roll 520” roll

The above charts describe the thread lubricant/sealant requirements based on using “Lubon 404”, or TF 15 and the TFE Tapeusage when taping is required.

7.1

2 CEN 141

3 CEN 152

4 CEN 244

Pipe Size Dash No.

Size

11/2 SP - 11/2 DH 223 137

2 SP - 23/8 DH 226 144

21/2 SP - 27/8 DH 231 151

3 SP - 31/2 DH 236 153

4 SP - 41/2 DH 244 157

5 SP 249 161

6 SP 260 167

Technical Data O - R i n g S i z e G u i d e

The following is a list of the Dash Numbers (sizes) of the O-rings used on Centron® line pipe,

tubing and casing. Centron furnished Nitrile (BUNA-N) Compound is specifically formulated to

resist ozone attack that sometimes occurs during prolonged storage. Substitution of common

Nitrile of similar hardness for immediate use is acceptable. Emergency replacement O-rings may

be purchased at a local O-ring distributor. Substitution of a different size is not recommended.

Centron International Inc. and many distributors carry a complete stock of all varieties of

O-rings for Centron tubulars. They can be shipped air mail or express service everyday. Feel

free to call Centron International Inc. for assistance.

L I N E P I P E >

H I G H P R E S S U R E

L I N E P I P E ( S P )

A N D T U B I N G

>

4 SPH 346 N/A

6 SPH 438 167

73/4 SPH 444 N/A

8 SPH 446 175

10 SPH 448 N/A

Pipe Front O-Ring Back O-Ring

Size Dash No. Dash No.*

H I G H P R E S S U R E

L I N E P I P E ( S P H )

>

41/2 DHC 244 157

5 DHC 244 N/A

51/2 DHC 249 161

65/8 DHC 438 167

7 DHC 260 167

95/8 DHC 446 175

103/4 DHC 375 N/A

Pipe Front O-Ring Back O-Ring

Size Dash No. Dash No.*

C A S I N G >

* Standard products manufactured after November, 1998 have no Back O-Ring.

7.2

Standard nitrile compound is compatible with a wide range of fluid media encountered in the

oilfield. Special environments may require a different compound. The following table

compares operating environments and O-ring compounds. The compounds are specially

formulated for oilfield use. Substitutions of compounds of similar generic descriptions should

not be made without consulting Centron International. For low temperature (<10 °F)

installation and service, contact Centron International Inc.

C E N T R O N O - R I N G M E D I A C O M P A T I B I L I T Y G U I D E

M E D I A N I T R I L E “ E P ” F L U O R O C A R B O N A F L A S

Amines Poor Excellent Poor Excellent

CO2

Good1 Good1 Good1 Excellent1

Crude Oil Excellent Poor Excellent Good

H2S (15%) Poor2 Excellent Good Good

Kerosene Excellent Poor Excellent Good

Methane Excellent Excellent Excellent Excellent

Steam Poor Excellent Good Excellent

Salt Water Excellent Excellent Good Excellent

Note 1. Rated good for CO2 at pressures below 500 psi. AFLAS compounds should be used for pressures above 500 psi.

Note 2. Nitrile is excellent to 3% H2S.

Technical Data O-Ring Selector Basic Compound Guide for the Petroleum Industry

7.3

Use this chart as a general guide only. Mixtures of some of the chemicals listed may adversely

affect the chemical resistance of Centron® products and affect the accuracy of this chart.

Contact Centron International Inc. for assistance.

M A X I M U M S E R V I C E C O N D I T I O N S

H P A N H Y D R I D E A M I N E

C H E M I C A L C O N C E N T R A T I O N ( % ) T E M P / P R E S S U R E T E M P / P R E S S U R E

° F ( ° C ) / p s i ( K p a ) ° F ( ° C ) / p s i ( K p a )

Acetic Acid <10 100 (42)/Rated 150 (66)/Rated

11-25 75 (23)/ Rated NR

>25 NR NR

Acetone All NR NR

Air Dry or Wet 180 (82)/Rated 180 (82)/Rated

Ammonium Hydroxide <30 NR 150 (66)/Rated

Benzene All 75 (23)/Rated 125 (82)/Rated

Boric Acid <20 75 (23)/Rated 180 (82)/Rated

Calcium:

Carbonate All 125 (52)/Rated 150 (66)/Rated

Chloride All 150 (66)/Rated 180 (82)/Rated

Nitrate <25 150 (66)/Rated 180 (82)/Rated

Sulfate All 150 (66)/Rated 180 (82)/Rated

Carbon Dioxide All (Dry) 125 (52)/Rated 150 (66)/Rated

Carbon Dioxide All (Wet) 125 (52)/Rated 150 (66)/Rated

Citric Acid <10% NR 150 (66)/Rated

Crude Oil Sweet or Sour 180 (82)/Rated 210 (99)/Rated

Diesel Fuels All 150 (66)/Rated 200 (93)/Rated

Ethanol All NR 150 (66)/Rated

Fuel Oil All 150 (66)/Rated 200 (93)/Rated

Gasohols:

Ethyl All NR 150 (66)/Rated

Methyl All NR 125 (52)/Rated

Gasoline All types 150 (66)/Rated 180 (82)/Rated

Hexane All 100 (38)/Rated 150 (66)/Rated

Hydrogen Peroxide <10% 75 (23)/Rated 125 (52)/Rated

Fiberglass Tubulars Selected Chemical Resistance ChartTechnical Data

7.4

M A X I M U M S E R V I C E C O N D I T I O N S

H P A N H Y D R I D E A M I N E

C H E M I C A L C O N C E N T R A T I O N ( % ) T E M P / P R E S S U R E T E M P / P R E S S U R E

° F ( ° C ) / p s i ( K p a ) ° F ( ° C ) / p s i ( K p a )

H2S All (Dry) 180 (82)/<800 (5.5) 180 (82)/Rated

H2S <5% (Wet) 100 (38)/<800 (5.5) 180 (82)/Rated

H2S >5% (Wet) 75 (23)/<500 (3.4) 180 (82)/Rated

HCL (Continuous) <3% 125 (52)/Rated 100 (38)/Rated

HCL (Acidizing) to 37% 125 (52)/Rated 180 (82)/Rated

Isopropyl Alcohol <10% 125 (52)/Rated 150 (66)/Rated

Jet Fuel All Types 125 (52)/Rated 180 (82)/Rated

Kerosene All 150 (66)/Rated 180 (82)/Rated

Methanol All NR 125 (52)/Rated

Methylene Chloride All NR NR

Natural Gas All 125 (52)/<500 (3.4) 150 (66)/Rated

Nitric Acid <10% NR NR

Potassium Chloride 150 (66)/Rated 200 (93)/Rated

Sodium Chloride All 150 (66)/Rated 200 (93)/Rated

Sulfuric Acid <3% 100 (38)/Rated 100 (38)/Rated

Toluene 100 100 (38)/Rated 150 (66)/Rated

Urea <25% 125 (52)/Rated 150 (66)/Rated

Water:

Deionized 100 (38)/Rated 180 (82)/Rated

Distilled 100 (38)/Rated 180 (82)/Rated

Salt (Brine) All 180 (83) Rated 200 (93)/Rated

Xylene All 125 (52)/Rated 180 (82)/Rated

NR = Not recommended Rated = Catalog pressure rating of pipe

Technical Data F i b e r g l a s s Tu b u l a r s S e l e c t e d C h e m i c a l R e s i s t a n c e C h a r t

9.1

Fiberglass pipe must be handled and stored with reasonable care to protect it from damage. The

following guidelines will serve as an aid in minimizing damage to the pipe.

1. Do not drop sharp or heavy objects on the pipe.

2. When transporting pipe from storage area to field, 1 x 4 (2.5 cm x 10 cm) wooden strips orother padding material should be used to cover metal surfaces supporting or contacting thepipe. Full joints of pipe should be supported in at least four equally spaced points along thepipe. The pipe ends should not overhang more than six feet (1.8 m) past the last support of atransporting vehicle. Pipe should be secured with rope or straps during transport.

3. Do not drag pipe out of the stack to avoid damaging the surface of the pipe in the lower layers.

1. When storing in stacks, pipe should be supported in at least four places. Place one supportapproximately three ft. (90 cm) from each end of the pipe and two supports equally spacedbetween the end supports.

2. Support racks or stringers should be at least 3” (8 cm) wide and covered with wood or suitablepadding to prevent damage to the pipe.

3. Every layer of pipe should be separated by four 1” x 4” (2.5 cm x 10 cm) wooden strips placedat right angles to the pipe and spaced as in 2.1.

4. Place all strips in a vertical alignment to prevent bending of the pipe. Space and thicknessmust be sufficient to prevent contact between pipe.

5. Stagger adjoining pipes in each layer approximately 18 inches (40 cm).

6. Pipe should be stacked no higher than 6 feet. Stack should be adequately restrained to preventwind damage.

7. Maintain caps and plugs on pipe to protect threads.

8. For prolonged outdoor storage, cover to prevent ultraviolet degradation, and remove all O-rings and store in a well ventilated and reasonably warm place.

9. Pipe dope and Teflon® tape should also be stored in a well ventilated and reasonably warmplace.

Supplemental

I . H A N D L I N G

F i b e r g l a s s P i p e H a n d l i n g a n d S t o r a g e P r o c e d u r e

>

I I . S T O R I N G >

9.2

Supplemental E x p o r t S h i p p i n g C o n t a i n e r Q u a n t i t i e s

2 (50) CBS 500 30 27 810 30 31 9303 (75) CBS 500 23 20 460 23 23 5294 (100) CBS 500 18 16 288 18 18 3242 (50) CEN 500 30 27 810 30 31 9302 (50) CEN 800 29 27 783 29 31 8993 (75) CEN 500 21 20 420 21 23 4833 (75) CEN 800 21 19 399 21 22 4624 (100) CEN 500 17 16 272 17 18 3064 (100) CEN 800 17 16 272 17 18 306

11/2 (40) SP 800 37 34 1258 37 39 144311/2 (40) SP 1000 36 34 1224 36 39 140411/2 (40) SP 1250 36 33 1188 36 38 136811/2 (40) SP 1500 35 33 1155 35 38 133011/2 (40) SP 2000 34 32 1088 34 37 125811/2 (40) SP 2500 33 32 1056 33 36 118811/2 (40) SP 3000 32 31 992 32 35 112011/2 (40) SP 3500 31 30 930 31 34 1054

2 (50) SP 600 32 30 960 32 34 10882 (50) SP 800 31 30 930 31 34 10542 (50) SP 1000 31 29 899 31 34 10542 (50) SP 1250 30 29 870 30 33 9902 (50) SP 1500 30 29 870 30 33 9902 (50) SP 2000 29 26 784 29 30 8702 (50) SP 2500 28 25 700 28 29 8122 (50) SP 3000 28 24 672 28 28 7842 (50) SP 3500 27 24 648 27 28 756

21/2 (65) SP 600 26 25 650 26 29 75421/2 (65) SP8 600 26 25 650 26 29 75421/2 (65) SP 800 26 25 650 26 28 72821/2 (65) SP 1000 25 25 625 25 28 70021/2 (65) SP 1250 25 24 600 25 28 70021/2 (65) SP 1500 25 24 600 25 27 67521/2 (65) SP 2000 24 21 504 24 25 60021/2 (65) SP 2500 23 21 483 23 24 55221/2 (65) SP 3000 23 20 460 23 23 52921/2 (65) SP 3500 22 20 440 22 23 506

3 (75) SP 500 23 22 506 23 25 5753 (75) SP 600 23 22 506 23 25 5753 (75) SP 800 22 21 462 22 23 5063 (75) SP 1000 22 21 462 22 23 5063 (75) SP 1250 22 21 462 22 23 5063 (75) SP 1500 21 21 441 21 24 5043 (75) SP 2000 21 20 420 21 23 4833 (75) SP 2500 20 19 380 20 22 4403 (75) SP 3000 20 19 380 20 21 4204 (100) SP 500 18 17 306 18 19 3424 (100) SP 600 18 17 306 18 19 3424 (100) SP 800 17 17 289 17 19 3234 (100) SP 1000 17 17 289 17 19 3234 (100) SP 1250 17 16 272 17 19 3234 (100) SP 1500 17 16 272 17 18 306

Nominal40’ Standard 40’ High Cube

Size Series/

Inches (mm) Rating Width Height Total Width Height Total

9.3


6 (150) SP 300 12 11 132 12 13 1565 (125) SP 800 13 15 195 13 14 1826 (150) SP 500 12 10 120 12 12 1446 (150) SP 650 12 10 120 12 12 1446 (150) SP 800 11 10 110 11 11 1216 (150) SP 1000 11 10 110 11 11 1214 (100) SPH1500 17 15 255 17 17 2894 (100) SPH2000 16 14 224 16 17 2724 (100) SPH2500 16 14 224 16 17 2724 (100) SPH3000 15 13 195 15 16 2406 (150) SPH 500 12 11 132 12 12 1446 (150) SPH 800 12 11 132 12 12 1446 (150) SPH1000 11 10 110 11 12 1326 (150) SPH1250 11 10 110 11 12 1326 (150) SPH1500 11 10 110 11 11 1216 (150) SPH2000 10 10 100 10 11 1108 (200) SPH 300 9 8 72 9 9 818 (200) SPH 500 9 8 72 9 9 818 (200) SPH 600 9 8 72 9 9 818 (200) SPH 800 9 8 72 9 9 818 (200) SPH1000 9 8 72 9 9 818 (200) SPH1250 8 7 56 8 8 6410 (250) SPH 300 8 6 48 8 7 5610 (250) SPH 500 8 6 48 8 7 5610 (250) SPH 800 8 6 48 8 7 56

11/2 (40) DH 2000 33 31 1023 33 36 118811/2 (40) DH 2500 32 30 960 32 35 112011/2 (40) DH 3000 31 29 899 31 34 105411/2 (40) DH 3500 30 29 870 30 33 99011/2 (40) DH 4000 29 29 841 29 33 95723/8 (60) DH 1500 29 27 783 29 31 89923/8 (60) DH 2000 28 26 728 28 30 84023/8 (60) DH 2500 27 26 702 27 30 81023/8 (60) DH 3000 27 25 675 27 29 78323/8 (60) DH 3500 26 25 650 26 29 75427/8 (75) DH 1500 24 23 552 24 26 62427/8 (75) DH 2000 23 22 506 23 25 57527/8 (75) DH 2500 22 22 484 22 25 55027/8 (75) DH 3000 22 21 462 22 24 52831/2 (90) DH 1200 21 19 399 21 22 46231/2 (90) DH 1500 20 18 360 20 21 42031/2 (90) DH 1700 20 18 360 20 21 42031/2 (90) DH 2000 20 18 360 20 21 42031/2 (90) DH 2500 20 17 340 20 20 400


Size Series/


Note: Shipping container quantities for Series SP8 are the same as those for Series SP.

9.4

* Calculated quantities based on standard container dimensions of 2.352 m wide x 2.395 m high. Hi-Cube container dimensions usedare 2.348 m wide x 2.688 m high.

Consult Centron International Inc. for information regarding nesting different pipe sizes in order to maximize shipping quantity percontainer.


41/2 (115) DH 1200 17 15 255 17 17 28941/2 (115) DH 1500 16 15 240 16 17 27241/2 (115) DH 2000 16 14 224 16 16 25641/2 (115) DH 2500 15 14 210 15 16 24041/2 (115) DHC 150 17 15 255 17 18 30641/2 (115) DHC 200 17 15 255 17 17 28941/2 (115) DHC 250 17 15 255 17 17 28941/2 (115) DHC 300 16 14 224 16 17 27241/2 (115) DHC 350 16 14 224 16 16 25641/2 (115) DHC 400 16 14 224 16 16 256

5 (125) DHC 150 17 15 255 17 18 3065 (125) DHC 175 17 15 255 17 18 3065 (125) DHC 200 16 15 240 16 17 2725 (125) DHC 250 16 15 240 16 17 2725 (125) DHC 280 16 15 240 16 17 272

51/2 (140) DHC 150 15 13 195 15 15 22551/2 (140) DHC 175 15 13 195 15 15 22551/2 (140) DHC 200 14 13 182 14 15 21051/2 (140) DHC 250 14 13 182 14 15 21051/2 (140) DHC 300 14 12 168 14 14 19651/2 (140) DHC 350 14 12 168 14 14 19651/2 (140) DHC 400 14 12 168 14 14 19665/8 (170) DHC 200 12 10 120 12 12 14465/8 (170) DHC 250 11 10 110 11 12 13265/8 (170) DHC 300 11 10 110 11 12 13265/8 (170) DHC 350 11 10 110 11 12 13265/8 (170) DHC 400 11 10 110 11 12 13265/8 (170) DHC 450 11 10 110 11 11 12165/8 (170) DHC 500 10 10 100 10 11 110

7 (180) DHC 200 11 10 110 11 12 1327 (180) DHC 250 11 10 110 11 12 1327 (180) DHC 300 11 10 110 11 11 1217 (180) DHC 350 11 10 110 11 11 1217 (180) DHC 400 11 10 110 11 11 1217 (180) DHC 450 11 9 99 11 11 1217 (180) DHC 500 10 9 90 10 11 110

95/8 (250) DHC 250 9 8 72 9 9 8195/8 (250) DHC 300 9 8 72 9 9 8195/8 (250) DHC 350 9 8 72 9 9 8195/8 (250) DHC 400 8 7 56 8 9 7295/8 (250) DHC 450 8 7 56 8 9 7295/8 (250) DHC 500 8 7 56 8 9 72103/4 (275) DHC 300 8 6 48 8 7 56103/4 (275) DHC 350 8 6 48 8 7 56103/4 (275) DHC 400 8 6 48 8 7 56103/4 (275) DHC 450 8 6 48 8 7 56103/4 (275) DHC 500 8 6 48 8 7 56


Size Series/


9.5

Supplemental P i p e M a r k i n g

P R O D U C T S T R I P E C O L O R

PIPE: None

(SP): White

(SPH): Yellow**

TUBING (DH): Black

8RD PIPE (SP8): Royal Blue***

8RD TUBING (DH8): Black & Royal Blue***

P r o d u c t C o l o r D e s i g n a t i o n s

R E S I N S Y S T E M S T R I P E C O L O R

ANHYDRIDE: None

AMINE: Green

HIGH TEMPERATURE AMINE: Red

R e s i n S y s t e m C o l o r D e s i g n a t i o n s

O - R I N G S T R I P E C O L O R

7388 (STANDARD): None

VITON: Light Blue

AFLAS: Red

PEROXIDE CURED: Purple

OTHER NITRILE: Orange

O - R i n g C o l o r D e s i g n a t i o n s

** Surface Pipe High (SPH) fittings will also be marked with a yellow stripe.

*** 8rd Pipe (SP8) and 8rd Tubing (DH8) fittings will also be marked with a royal blue stripe.

Pipe will be marked, beginning at the female end, in the following order:

1. Product color designation

2. Resin system color designation

3. O-ring color designation

4.1

Q1, 15LR, 15HR

ISO 9001

Centron® tubing is precision wound on state-of-the-art computer controlled equipment. The

advanced filament-wound construction provides the high axial modulus and tensile strength

required for downhole applications. Centron’s quality system is certified to API Specification

Q1 and ISO 9001, assuring customers of the highest quality products in the industry.

Centron Downhole Tubing is available in two threaded connection systems:

1. Centron’s proprietary 4 round thread connection features the multiple seal capability and

reliability of both thread and O-ring seals along with outstanding tensile strength across-the-

joint. The connection system prevents thread lubricant/sealant from entering the formation

in injection service minimizing formation damage.

2. The Petroleum Industry API 8RD EUE long thread per API specification 5B, Table 2.6a

(tolerances per API Specification 15HR).

Both thread forms are available in Centron’s patented PeNG (Premium Non-Galling) Female

Carbon Thread for ease of make-up and breakout required in downhole applications.




• Coarse threads—no crossthreading





• Centron tubing can be installed using common oilfield tools


Downhole Tubing

C O N N E C T I O N

S Y S T E M

F i b e r g l a s s E p o x y G R E I n t e g r a l J o i n t T u b i n g

/ Production Wells

/ Injection Wells

/ Saltwater Disposal

Wells

/ Chemical Disposal

Wells

/ Water Source Wells

/ Solution Mining

/ Riser Mains


>


4.2

11/2 (40) DH 2000** 1.95 (47.0) 1.60 (40.6) .175 (4.45) 2.95 (74.9) 0.93 (1.38) 27.4 (12.4)DH 2500** 2.02 (51.3) 1.60 (40.6) .210 (5.33) 3.05 (77.5) 1.15 (1.74) 33.9 (15.3)DH 3000** 2.06 (52.3) 1.60 (40.6) .230 (5.84) 3.15 (80.0) 1.30 (1.94) 38.4 (17.5)DH 3500** 2.15 (54.6) 1.60 (40.6) .275 (6.99) 3.25 (82.6) 1.63 (2.43) 48.1 (21.8)DH 4000** 2.18 (55.4) 1.60 (40.6) .290 (7.37) 3.40 (86.4) 1.75 (2.61) 51.6 (23.5)

23/8 (60) DH 1500 2.31 (58.7) 1.95 (49.5) .180 (4.57) 3.35 (85.1) 1.15 (1.72) 33.9 (15.4)DH 2000 2.39 (60.7) 1.95 (49.5) .220 (5.59) 3.45 (87.6) 1.45 (2.16) 42.8 (19.5)DH 2500 2.50 (63.5) 1.95 (49.5) .275 (6.99) 3.55 (90.2) 1.72 (2.56) 50.7 (23.0)DH 3000 2.57 (65.3) 1.95 (49.5) .310 (7.87) 3.65 (92.7) 2.04 (3.03) 60.2 (27.3)DH 3500* 2.61 (66.3) 1.95 (49.5) .330 (8.38) 3.70 (94.0) 2.18 (3.25) 64.2 (29.1)

27/8 (75) DH 1500 2.86 (72.6) 2.48 (63.0) .190 (4.83) 4.00 (102) 1.55 (2.31) 45.7 (20.8)DH 2000 2.94 (74.7) 2.48 (63.0) .230 (5.84) 4.20 (107) 1.85 (2.76) 54.6 (24.8)DH 2500* 3.08 (78.2) 2.48 (63.0) .300 (7.62) 4.40 (112) 2.40 (3.58) 70.8 (32.2)DH 3000* 3.18 (80.8) 2.48 (63.0) .350 (8.89) 4.50 (114) 2.80 (4.18) 82.6 (37.6)

31/2 (90) DH 1200 3.36 (85.3) 2.98 (75.7) .190 (4.83) 4.50 (114) 1.75 (2.61) 51.6 (23.5)DH 1500 3.44 (87.4) 2.98 (75.7) .230 (5.84) 4.70 (119) 1.90 (2.83) 58.3 (25.5)DH 2000 3.54 (89.9) 2.98 (75.7) .280 (7.11) 4.85 (123) 2.65 (3.95) 78.1 (35.6)DH 2500 3.60 (91.4) 2.98 (75.7) .310 (7.87) 4.90 (125) 2.90 (4.32) 85.6 (38.9)

41/2 (115) DH 1000 4.38 (111) 3.98 (101.0) .200 (5.08) 5.55 (141) 2.50 (3.73) 73.8 (33.6)DH 1200 4.44 (113) 3.98 (101.0) .230 (5.84) 5.60 (142) 2.70 (4.02) 79.7 (36.2)DH 1500 4.56 (116) 3.98 (101.0) .290 (7.37) 5.75 (146) 3.50 (5.29) 103.0 (46.7)DH 2000* 4.72 (120) 3.98 (101.0) .370 (9.40) 5.85 (149) 4.50 (6.71) 133.0 (60.4)DH 2500* 4.84 (147) 3.98 (101.0) .430 (13.0) 6.00 (152) 5.40 (8.05) 159.3 (72.5)

Nominal Nominal Nominal Nominal Nominal Weight Weight

Size DH Outside Dia. Inside Dia. Wall TK Box O.D. Lbs. / Ft. Lbs. / Joint

Inches (mm) Number Inches (mm) Inches (mm) Inches (mm) Inches (mm) (Kg/M) (Kg/Joint)

F i b e r g l a s s E p o x y G R E I n t e g r a l J o i n t T u b i n g

* Not available in 8rd thread** Not available in 10rd thread1. Joint length 29.5 feet (9.0 M).2. Make-up length 29.12 feet (8.88 M) for Centron 4nd tubing.3. Make-up length for Centron 8rd tubing is 29.29 feet (8.93 M) for 2 3/8 DH tubing, 29.27 feet (8.92 M) for 2 7/8 DH tubing,

29.25 feet (8.91 M) for 31/2 DH tubing and 29.22 feet (8.91 M) for 41/2 DH tubing.


Axial Tensile Strength: 30,000 PSI (207 MPa)










Downhole Tubing

4.3

P e r f o r m a n c e P r o p e r t i e s

11/2 (40) DH 2000 2000 (13.8) 2500 (17.2) 7.0 (32) 35,000 (15,875) 5000 (34.5) 5000 (34) 29 (129)DH 2500 2500 (17.2) 3000 (21.0) 9.0 (40) 35,000 (15,875) 5500 (37.0) 6200 (42) 36 (160)DH 3000 3000 (20.7) 4000 (28.0) 10.0 (44) 35,000 (15,875) 6000 (41.4) 7500 (52) 44 (195)DH 3500 3500 (24.1) 5000 (34.0) 12.0 (53) 35,000 (15,875) 6500 (44.8) 9000 (62) 52 (240)DH 4000 4000 (27.6) 6000 (41.0) 13.5 (60) 35,000 (15,875) 7000 (48.3) 1100 (76) 60 (266)

23/8 (60) DH 1500 1500 (10.3) 1500 (10.3) 10.0 (44) 50,000 (22,680) 4500 (31.0) 4000 (28) 36 (160)DH 2000 2000 (13.8) 2000 (13.8) 12.0 (53) 50,000 (22,680) 5500 (34.5) 5000 (34) 45 (200)DH 2500 2500 (17.2) 2500 (17.2) 14.0 (62) 50,000 (22,680) 6000 (37.9) 6000 (43) 57 (253)DH 3000 3000 (20.7) 3000 (20.7) 16.0 (71) 50,000 (22,680) 7000 (41.4) 7500 (52) 66 (293)DH 3500 3500 (24.1) 3500 (24.1) 17.0 (78) 50,000 (22,680) 7500 (44.8) 9000 (76) 70 (311)

27/8 (75) DH 1500 1500 (10.3) 1500 (10.3) 12.0 (53) 60,000 (27,200) 4500 (31.0) 3600 (24) 55 (245)DH 2000 2000 (13.8) 2000 (13.8) 15.0 (67) 60,000 (27,200) 5500 (34.5) 5000 (34) 71 (316)DH 2500 2500 (17.2) 2500 (17.2) 20.0 (89) 60,000 (27,200) 6000 (37.9) 6000 (41) 85 (378)DH 3000 3000 (20.7) 3000 (20.7) 22.0 (98) 60,000 (27,200) 6500 (41.4) 8000 (55) 96 (427)

31/2 (90) DH 1200 1200 (8.3) 800 (5.5) 14.0 (62) 70,000 (31,750) 3000 (20.7) 1500 (10) 60 (255)DH 1500 1500 (10.4) 1000 (6.9) 16.9 (71) 70,000 (31,750) 4500 (31.8) 1800 (12) 76 (338)DH 2000 2000 (13.8) 2000 (13.8) 21.0 (93) 70,000 (31,750) 5000 (34.5) 4500 (31) 92 (409)DH 2500 2500 (17.2) 2500 (17.2) 26.0 (116) 70,000 (31,750) 5500 (37.9) 6800 (47) 109 (485)

41/2 (115) DH 1000 1000 (6.9) 400 (2.8) 20.0 (89) 90,000 (40,800) 3000 (20.7) 700 (5) 80 (356)DH 1200 1200 (8.3) 700 (5.0) 22.0 (98) 90,000 (40,800) 3600 (24.8) 1000 (6.9) 99 (440)DH 1500 1500 (9.8) 1100 (7.6) 28.0 (124) 90,000 (40,800) 4500 (31.0) 2200 (15) 120 (534)DH 2000 2000 (13.8) 2000 (3.8) 36.0 (160) 90,000 (40,800) 5000 (34.5) 3600 (25) 136 (605)DH 2500 2500 (17.2) 3000 (2.07) 42.0 (187) 90,000 (40,800) 5500 (37.9) 5000 (35) 150 (667)

Internal1 External Rated Short Term2 External Axial

Nominal Operating Collapse Axial Axial Weep Collapse Wall

Size DH Pressure Pressure Load x 103 Thread Load Pressure Pressure Load x 103

Inches (mm) Number PSI (MPa) PSI (MPa) Lbs. (N) Lbs. (Kg) PSI (MPa) PSI (MPa) Lbs. (N)

* Reduced OD boxes available on special order basis. Values shown are for Centron 4RD end connector; subtract .080 inches from value shown for 8RD thread.1. Quasi-steady2. Unrestrained across the joint strength.

Note: Centron Tubing can be used in many applications to 210˚F (99˚C). In all applications, chemical compatibility must be established and physical capabilities of thetubing for the expected conditions must be determined. Contact Centron International, Inc. for technical assistance. Rated operating pressures are at rated axial load.

R A T E D O P E R A T I N G V A L U E S T Y P I C A L U L T I M A T E V A L U E S

Downhole Tubing


Axial Tensile Strength: 24,900 PSI (172 MPa)








T Y P I C A L U L T I M A T E V A L U E SR A T E D O P E R A T I N G V A L U E S

4.4

11/2 (40) DHL 1500 1.6 (40.6) 1.83 (46.5) .115 (2.92) 2.85 (72.4) 0.69 (1.03) 0.2511/2 (40) DHL 1650 1.6 (40.6) 1.86 (47.2) .130 (3.30) 2.90 (73.7) 0.78 (1.16) 0.2523/8 (50) DHL 1250 1.95 (49.5) 2.18 (55.4) .115 (2.92) 3.30 (83.8) 0.78 (1.16) 0.3723/8 (50) DHL 1350 1.95 (49.5) 2.21 (56.1) .130 (3.30) 3.35 (85.1) 0.88 (0.94) 0.3727/8 (63) DHL 1000 2.48 (63.0) 2.71 (68.8) .115 (2.92) 4.00 (102.0) 0.99 (1.48) 0.60

Nominal Nominal Nominal Nominal Nominal Weight

Size Series/ Inside Dia. Outside Dia. Wall TK Box O.D. Lbs. / Ft. Volume

Inches (mm) Rating Inches (mm) Inches (mm) Inches (mm) Inches (mm) (Kg/M) Bbls/100 Ft



11/2 (40) DHL 1500 1500 (10.3) 560 (3.9) 4.5 (2.0) 4500 (31.0) 1400 (9.6) 14.5 (6.59)11/2 (40) DHL 1650 1650 (11.33) 625 (4.35) 5.2 (2.3) 4900 (33.7) 1550 (10.6) 16.9 (7.68)23/8 (50) DHL 1250 1250 (8.62) 320 (2.2 5.5 (2.5) 3750 (25.8) 800 (5.5) 17.5 (7.95)23/8 (50) DHL 1350 1350 (9.31) 350 (2.41) 6.4 (2.9) 4000 (27.5) 900 (6.2) 20.0 (9.10)27/8 (63) DHL 1000 1000 (6.89) 180 (1.2) 7.0 (3.2) 3000 (20.7) 450 (3.1) 22.0 (10.0)

Nominal Internal Collapse Axial Load Internal Collapse Axial Load

Size Series/ Pressure Pressure x 103 Pressure Pressure x 103

Inches (mm) Rating PSI (Mpa) PSI (Mpa) Lbs (kg) PSI (Mpa) PSI (Mpa) Lbs (kg)

D H L L i g h t D u t y T u b i n gDownhole Tubing

Centron® DHL Light Duty Tubing is designed for use in certain types of downhole applications such

as gas lift wells and submersible pump operations.

NOTE: Other pressure ratings are available on request.

The fluid characteristics of the media being transported (temperature, chemical composition, etc.)

determines which type of epoxy resin system Centron uses to manufacture the tubing. Centron®

tubing made with Centron’s anhydride epoxy resin system is ideally suited for the vast majority

of common oilfield applications, sweet or sour crudes, fresh water, and brines. Centron tubing

made with the anhydride epoxy resin system should not be exposed to continuous service over

180°F (82°C). Acidizing with HCL to 37% concentration is allowable.

Centron tubing made with Centron’s aromatic amine epoxy resin system should be used for

fluids containing high levels of CO2, H2S or in high pressure or high temperature conditions

to 210°F (99°C). In all applications, the chemical compatibility and physical capability of the

tubing for the existing conditions must be determined. Contact Centron’s customer service

department for product application assistance.

1. Good well design is essential to the successful use of Centron Downhole Tubing. The max-

imum operating conditions must never be exceeded or permanent, irreversible damage may

occur. If exceeded, the tubing string may not leak or part, but damage has occurred that

decreases the corrosion resistance and thus, the life expectancy of the tubing. Bottom hole

or fluid temperature must not exceed the rated operating temperature of the tubing.

2. Downhole tools, such as, packers, anchors, pumps, must be compatible with GRE Tubing.

Permanent or retrievable packers that hold pressure from both sides are preferred. If tension

set retrievable packers are to be used, care must be taken not to exceed the rated axial ten-

sion capability of the tubing when setting the packer or pressure testing the annulus.

Centron stainless steel crossovers are recommended to change from Centron 4 round thread

to 8 round EUE thread for tool connections.

Centron tubing is installed using conventional slips, elevators, pipe wrenches or power tongs.

The elevators should be the “slip” type and the tongs capable of low torque (<500 ft-lbs.)

operation; a weight indicator must be used. Tongs and wrenches must be used only on the

upsets, never on the body of the tubing. Centron fiberglass subs or a steel landing sub must be

used when tensioning tubing string.

Centron tubing must always be set in tension, never in compression.

I . F L U I D

C H A R A C T E R I S T I C S

G e n e r a l C o n s i d e r a t i o n s f o r U s e

I I . W E L L D E S I G N >

>

I I I . I N S T A L L A T I O N >

Downhole Tubing

4.5

SA=1.7N2/1000

where SA = Stretch in inches

N = Number of joints in the string

G e n e r a l E n g i n e e r i n g D a t a

T u b i n g S t r e t c h i n A i r

Stretch in air due to the weight of the string is calculated by the following formula:

ST=KtLN/100,000

where ST = Stretch in inches

Kt = Constant Factor from Table I (below)

L = Tension (pounds)

N = Number of joints in the string

T u b i n g S t r e t c h D u e t o T e n s i o n

Stretch due to tension in above string weight is calculated by the following formula:

In 10% Brine 0.448

In Water 0.484

For stretch or weight in water or brine, multiply the stretch or weight in air by the

following factors:

DH 2000 13.26 DH 1500 9.58 DH 1500 6.77 DH 1200 5.71 DH 1200 3.90DH 2500 10.56 DH 2000 7.84 DH 2000 5.44 DH 1500 5.71 DH 1500 3.21DH 3000 8.71 DH 2500 6.73 DH 2500 4.52 DH 2000 4.60 DH 2000 2.85DH 3500 7.37 DH 3000 5.88 DH 3000 4.03 DH 2500 3.37 DH 2500 2.52DH 4000 6.47 DH 3500 5.38

11/2 23/8 27/8 31/2 41/2

Size Kt Size Kt Size Kt Size Kt Size Kt

T A B L E O N E >

Downhole Tubing

4.6

DH 2000 18.4 DH 1500 25.5 DH 1500 36.0 DH 1200 42.8 DH 1200 62.8DH 2500 23.2 DH 2000 31.2 DH 2000 45.0 DH 1700 53.2 DH 1500 76.2DH 3000 28.1 DH 2500 36.3 DH 2500 54.1 DH 2200 63.7 DH 2000 85.8DH 3500 33.2 DH 3000 41.6 DH 3000 60.7 DH 2500 72.6 DH 2500 97.0DH 4000 37.8 DH 3500 45.5

11/2 23/8 27/8 31/2 41/2

Size Kl Size Kl Size Kl Size Kl Size Kl

G e n e r a l E n g i n e e r i n g D a t a

T u b i n g T e n s i o n — T e m p e r a t u r e C o m p e n s a t i o n

Additional tension on the tubing string is necessary if a significant increase in operating

temperature over the installation temperature is expected. The additional tension is required to

prevent the tubing string from going neutral into compression or, when using a tension set

packer, a significant increase in temperature could unseat the packer. The axial load rating of

the tubing must never be exceeded.

Use the following formula to calculate additional tension required to accommodate thermal

expansions:

LT=Kl∆t

where LT = Additional tension requirement

Kl = Constant Factor from Table II (below)

∆t = Anticipated temperature change (˚F)

above installation temperature

T A B L E T W O >

Downhole Tubing

4.7

1–1/2 DH Tubing T e n s i o n v s . S t r e t c h

I N T E G R A L J O I N T T U B I N G

TE

NS

ION

AB

OV

ES

TR

ING

WE

IGH

T (

Po

un

ds

x 1

03)

S T R E T C H ( I n c h e s P e r 1 0 0 F e e t o f T u b i n g )

0

0

18

16

14

12

10

8

6

4

2

0.5 1 1.5 2 2.5 3 3.5

4.8

0

0

10

9

8

7

5

4

3

2

1

2 8 12 16 18 24 28

6

4 6 10 14 20 22 26

1–1/2 DH Tubing D e p t h v s . S t r e t c h


S T R E T C H ( I n c h e s P e r 1 0 0 0 L b s . o f T e n s i o n | A b o v e S t r i n g W e i g h t )

LE

NG

TH

OF

TU

BIN

GS

TR

ING

(F

ee

t x

10

3)

4.9

0

0

20

18

16

14

12

10

8

4

2

0.5 1 1.5 2 2.5 3 3.5

6




TE

NS

ION

AB

OV

ES

TR

ING

WE

IGH

T (

Po

un

ds

x 1

03)

4.10

0

0

10

9

8

7

5

4

3

2

1

2 8 12 16 18 24 28

6

4 6 10 14 20 22 26




LE

NG

TH

OF

TU

BIN

GS

TR

ING

(F

ee

t x

10

3)

4.11

0

0

40

36

32

28

24

20

16

12

4

0.5 1 1.5 2 2.5 3 3.5

8



TE

NS

ION

AB

OV

ES

TR

ING

WE

IGH

T (

Po

un

ds

x 1

03)


4.12

0

0

10

9

8

7

5

4

3

2

1

1 4 6 8 9 12 14

6

2 3 5 7 10 11 13



LE

NG

TH

OF

TU

BIN

GS

TR

ING

(F

ee

t x

10

3)


4.13

0

0

40

36

32

28

24

20

16

8

4

0.5 1 1.5 2 2.5 3 3.5

12



TE

NS

ION

AB

OV

ES

TR

ING

WE

IGH

T (

Po

un

ds

x 1

03)


4.14

0

0

10

9

8

7

5

4

3

2

1

1 4 6 8 9 12 14

6

2 3 5 7 10 11 13



LE

NG

TH

OF

TU

BIN

GS

TR

ING

(F

ee

t x

10

3)


4.15

0

0

40

36

32

28

24

20

16

8

4

0.5 1 1.5 2 2.5 3 3.5

12



TE

NS

ION

AB

OV

ES

TR

ING

WE

IGH

T (

Po

un

ds

x 1

03)


4.16

0

0

10

9

8

7

5

4

3

2

1

1 4 6 8 9 12 14

6

2 3 5 7 10 11 13


I N T E G R A L J O I N T T U B I N GL

EN

GT

HO

FT

UB

ING

ST

RIN

G (

Fe

et

x 1

03)


4.17

0

0.7

14

13

12

10

7

6

4

3

2

0.8 1 1.3 1.6 1.7

9

0.9 1.1 1.2 1.4 1.5

AP

I 6

FR

ES

H W

AT

ER

10

lb

/ga

l

12

lb

/ga

l

14

lb

/ga

l

11

8

5

1

DH Tubing F l u i d W e i g h t


FL

UID

WE

IGH

T (

Po

un

ds

/Fo

ot

of

Tu

bin

g)

S P E C I F I C G R A V I T Y

4.18

5.1

Q1, 15LR, 15HR

ISO 9001

Centron® filament-wound fiberglass/epoxy casing is available in six basic sizes from 41/2

through 103/4. Centron uses only the finest quality raw materials combined with modern

manufacturing techniques to produce the highest quality composite tubulars available.

Centron’s quality system is certified to API Specification Q1 and ISO 9001, assuring

customers of the highest quality products in the industry.

• Premium Coarse Threads (4 thd/in)—provides superior across the joint thread strength for

reliability and fast make-up without crossthreading problems. API LTC 8RD threads also

available on some sizes.

• O-ring—provides high pressure seal to keep thread lubricant in box and out of

perforations

The special exterior surface of Centron casing provides for excellent cement bonding that

satisfies the most stringent environmental requirements


• Electrically non-conductive

• High temperature capability

• Use conventional packers

• Perforate with shaped charges


• Not bacteria nutrient — resistant to SRB’s

• Low scale build-up

• Radio transparent

• Light weight

Centron International Inc. offers a complete line of cementing components: metallic and all fiberglass centralizers and stopcollars, float shoes, cementing plugs and wipers.

Casing


F E A T U R E S

F i b e r g l a s s E p o x y I n t e g r a l J o i n t C a s i n g

/ Petroleum Production

Wells

/ Injection Wells

/ Disposal Wells

/ In-situ Solution

Mining

/ Chemical Disposal

Wells

/ Water Source Wells

/ Monitor Wells

/ Corroded Steel Casing

Liners


>


C E M E N T I N G >

Detail

5.2

Casing F i b e r g l a s s E p o x y I n t e g r a l J o i n t C a s i n g

41/2 (115) DHC 150 4.28 (109) 3.98 (101.1) 3.965 (100.7) .150 (3.81) 5.40 (137) 1.75 (2.61)DHC 200 4.38 (111) 3.98 (101.1) 3.965 (100.7) .200 (5.08) 5.50 (140) 2.40 (3.58)DHC 250 4.48 (114) 3.98 (101.1) 3.965 (100.7) .250 (6.35) 5.60 (142) 3.00 (4.47)DHC 300 4.58 (116) 3.98 (101.1) 3.965 (100.7) .300 (7.62) 5.70 (145) 3.60 (5.37)DHC 350 4.68 (119) 3.98 (101.1) 3.965 (100.7) .350 (8.89) 5.80 (147) 4.25 (6.34)DHC 400 4.78 (121) 3.98 (101.1) 3.965 (100.7) .400 (10.2) 5.90 (150) 4.90 (7.13)

5 (125) DHC150 4.63 (118) 4.33 (110.0) 4.310 (109.5) .150 (3.81) 5.25 (133) 1.90 (3.27)DHC 175 4.68 (119) 4.33 (110.0) 4.310 (109.5) .175 (4.45) 5.40 (137) 2.20 (3.28)DHC 200 4.73 (120) 4.33 (110.0) 4.310 (109.5) .200 (5.08) 5.50 (140) 2.53 (3.77)DHC 250 4.83 (123) 4.33 (110.0) 4.310 (109.5) .250 (6.35) 5.60 (142) 3.20 (4.77)DHC 280 4.89 (142) 4.33 (110.0) 4.310 (109.5) .280 (7.11) 5.75 (146) 3.61 (5.38)

51/2 (140) DHC 150 5.15 (131) 4.85 (123.2) 4.835 (122.8) .150 (3.81) 6.30 (160) 2.10 (3.13)DHC 175 5.20 (132) 4.85 (123.2) 4.835 (122.8) .175 (4.45) 6.35 (161) 2.45 (3.65)DHC 200 5.25 (133) 4.85 (123.2) 4.835 (122.8) .200 (5.08) 6.40 (163) 2.85 (4.25)DHC 250 5.35 (136) 4.85 (123.2) 4.835 (122.8) .250 (6.35) 6.50 (165) 3.60 (5.35)DHC 300 5.45 (138) 4.85 (123.2) 4.835 (122.8) .300 (7.62) 6.60 (167) 4.40 (6.55)DHC 350 5.55 (141) 4.85 (123.2) 4.835 (122.8) .350 (8.89) 6.70 (170) 5.15 (7.66)DHC 400 5.65 (141) 4.85 (123.2) 4.835 (122.8) .400 (10.2) 6.80 (173) 5.90 (8.78)

65/8*(170) DHC 200 6.50 (165) 6.10 (154.9) 6.085 (154.6) .200 (5.08) 8.10 (206) 3.52 (5.25)DHC 250 6.60 (168) 6.10 (154.9) 6.085 (154.6) .250 (6.35) 8.20 (208) 4.50 (6.71)DHC 300 6.70 (170) 6.10 (154.9) 6.085 (154.6) .300 (7.62) 8.35 (212) 5.40 (8.05)DHC 350 6.80 (173) 6.10 (154.9) 6.085 (154.6) .350 (8.89) 8.50 (216) 6.50 (9.69)DHC 400 6.90 (175) 6.10 (154.9) 6.085 (154.6) .400 (10.2) 8.65 (220) 7.35 (11.0)DHC 450 7.00 (178) 6.10 (154.9) 6.085 (154.6) .450 (11.4) 8.80 (223) 8.40 (12.5)DHC 500 7.10 (180) 6.10 (154.9) 6.085 (154.6) .500 (12.7) 8.95 (227) 9.30 (13.9)

7 (180) DHC 200 6.80 (173) 6.40 (162.6) 6.380 (162.1) .200 (5.08) 8.10 (206) 3.75 (5.59)DHC 250 6.90 (175) 6.40 (162.6) 6.380 (162.1) .250 (6.35) 8.20 (208) 4.75 (7.08)DHC 300 7.00 (178) 6.40 (162.6) 6.380 (162.1) .300 (7.62) 8.35 (212) 5.70 (8.50)DHC 350 7.10 (180) 6.40 (162.6) 6.380 (162.1) .350 (8.89) 8.40 (213) 7.60 (9.99)DHC 400 7.20 (183) 6.40 (162.6) 6.380 (162.1) .400 (10.2) 8.45 (214) 7.70 (11.5)DHC 450 7.30 (185) 6.40 (162.6) 6.380 (162.1) .450 (11.4) 8.55 (217) 8.65 (12.9)DHC 500 7.40 (188) 6.40 (162.6) 6.380 (162.1) .500 (12.7) 8.65 (220) 9.65 (14.4)

95/8**(250) DHC 250 8.92 (227) 8.42 (213.9) 8.410 (213.6) .250 (6.35) 10.10 (257) 6.10 (9.10)DHC 300 9.02 (229) 8.42 (213.9) 8.410 (213.6) .300 (7.62) 10.25 (260) 7.45 (11.1)DHC 350 9.12 (232) 8.42 (213.9) 8.410 (213.6) .350 (8.89) 10.40 (264) 8.70 (13.0)DHC 400 9.22 (234) 8.42 (213.9) 8.410 (213.6) .400 (10.2) 10.55 (268) 9.95 (14.8)DHC 450 9.32 (237) 8.42 (213.9) 8.410 (213.6) .450 (11.4) 10.70 (272) 11.25 (16.8)DHC 500 9.42 (239) 8.42 (213.9) 8.410 (213.6) .500 (12.7) 10.90 (277) 12.60 (18.8)

103/4 (275) DHC300 10.32 (262) 9.72 (246.9) 9.72 (246.9) .300 (7.62) 12.20 (310) 7.80 (11.7)DHC 350 10.42 (264) 9.72 (246.9) 9.72 (246.9) .350 (8.89) 12.30 (313) 9.50 (14.3)DHC 400 10.52 (266) 9.72 (246.9) 9.72 (246.9) .400 (10.16) 12.50 (317) 11.0 (16.5)DHC 450 10.62 (270) 9.72 (246.9) 9.72 (246.9) .450 (11.43) 12.70 (323) 12.5 (18.7)DHC 500 10.72 (272) 9.72 (246.9) 9.72 (246.9) .500 (12.70) 12.90 (327) 14.0 (21.0)

Nominal Nominal Nominal Nominal Nominal1 Weight

Size Series/ Outside Dia. Inside Dia. Minimum Wall Box O.D. Lbs. / Ft.

Inches (mm) Rating Inches (mm) Inches (mm) Drift Inches (mm) Inches (mm) (Kg/M)

1. Reduced OD boxes available on special order basis.

Centron casing joints are 29.5 (9.0 m) overall with a “make-up” length of 29.125 (8.87 m), except for size 5” which is 30’ (9.14 m) overalllength with a “make-up” length of 29.67’ (9.04 m) and 9 5/8” which is 29.17’ (8.89 m) overall length with a “make-up” length of 28.67’(8.74 m).

* 7 API LTC 8RD threads available.

** 9 5/8 API LTC 8RD threads available.


5.3

Casing P e r f o r m a n c e P r o p e r t i e s

41/2 (115) DHC 150 150 (1.03) 1000 (6.87) 9 (40.0) 90,000 lbs. (400,000 N) 2500 (17.1) 350 (2.40) 23 (102)DHC 200 300 (2.07) 1250 (8.60) 12 (53.0) 90,000 lbs. (400,000 N) 3100 (21.4) 450 (5.16) 30 (133)DHC 250 550 (3.78) 1500 (10.3) 15 (67.0) 90,000 lbs. (400,000 N) 3750 (25.9) 1350 (9.29) 39 (173)DHC 300 900 (6.21) 1800 (12.3) 18 (80.0) 90,000 lbs. (400,000 N) 4300 (29.7) 2200 (15.1) 48 (214)DHC 350 1350 (9.30) 2000 (13.8) 21 (93.0) 90,000 lbs. (400,000 N) 4500 (31.0) 3300 (22.6) 57 (254)DHC 400 1850 (12.8) 2500 (17.1) 25 (111) 90,000 lbs. (400,000 N) 5000 (34.4) 4600 (31.7) 65 (289)

5 (125) DHC 150 110 (0.75) 900 (6.20) 9.5 (42.0) 50,000 lbs. (222,000 N) 2250 (15.5) 275 (1.88) 25 (111)DHC 175 160 (1.10) 1000 (6.87) 11 (48.9) 50,000 lbs. (222,000 N) 2500 (17.1) 400 (2.73) 29 (129)DHC 200 240 (1.62) 1200 (8.20) 13 (57.8) 50,000 lbs. (222,000 N) 3000 (20.6) 600 (4.10) 34 (151)DHC 250 440 (3.30) 1400 (9.60) 16 (71.2) 50,000 lbs. (222,000 N) 3500 (24.1) 1100 (7.55) 43 (191)DHC 280 600 (4.10) 1600 (11.0) 18 (80.1) 50,000 lbs. (222,000 N) 4000 (27.3) 1500 (10.3) 48 (214)

51/2 (140) DHC 150 80 (0.55) 800 (5.51) 10 (44.5) 100,000 lbs. (444,000 N) 2000 (13.7) 200 (1.37) 28 (125)DHC 175 120 (0.83) 900 (6.20) 13 (57.8) 100,000 lbs. (444,000 N) 2250 (15.5) 300 (2.05) 32 (142)DHC 200 180 (1.23) 1000 (6.87) 14 (62.3) 100,000 lbs. (444,000 N) 2500 (17.1) 440 (3.03) 38 (169)DHC 250 320 (2.20) 1250 (8.60) 18 (80.1) 100,000 lbs. (444,000 N) 3100 (21.4) 800 (5.51) 48 (214)DHC 300 520 (3.50) 1500 (10.3) 22 (97.9) 100,000 lbs. (444,000 N) 3750 (25.9) 1300 (8.95) 58 (258)DHC 350 800 (5.52) 1800 (12.3) 26 (116) 100,000 lbs. (444,000 N) 4300 (29.6) 2000 (13.8) 68 (302)DHC 400 1150 (7.93) 2000 (13.8) 30 (133) 100,000 lbs. (444,000 N) 4500 (31.0) 2800 (19.3) 78 (347)

65/8*(170) DHC 200 90 (0.62) 800 (5.51) 18 (80.1) 150,000 lbs. (667,000 N) 2000 (13.7) 225 (1.54) 47 (209)DHC 250 170 (1.17) 1000 (6.87) 22 (97.9) 150,000 lbs. (667,000 N) 2500 (17.1) 425 (2.93) 59 (262)DHC 300 290 (2.00) 1250 (8.60) 27 (120) 150,000 lbs. (667,000 N) 3100 (21.4) 725 (5.00) 72 (320)DHC 350 440 (3.03) 1500 (10.3) 32 (142) 150,000 lbs. (667,000 N) 3750 (25.9) 1100 (7.55) 85 (378)DHC 400 620 (4.28) 1650 (11.3) 37 (165) 150,000 lbs. (667,000 N) 4125 (28.4) 1550 (10.6) 95 (423)DHC 450 850 (5.86) 1800 (12.3) 42 (187) 150,000 lbs. (667,000 N) 4300 (29.6) 2100 (14.5) 111 (494)DHC 500 1150 (7.93) 2000 (13.8) 48 (214) 150,000 lbs. (667,000 N) 4500 (31.0) 2800 (19.3) 120 (534)

7 (180) DHC 200 80 (0.55) 800 (5.51) 19 (84.5) 150,000 lbs. (667,000 N) 2000 (13.7) 200 (1.37) 49 (218)DHC 250 150 (1.05) 1000 (6.87) 24 (107) 150,000 lbs. (667,000 N) 2500 (17.1) 380 (2.62) 60 (267)DHC 300 250 (1.72) 1200 (8.20) 29 (129) 150,000 lbs. (667,000 N) 3000 (20.6) 625 (4.31) 74 (329)DHC 350 400 (2.75) 1400 (9.60) 34 (151) 150,000 lbs. (667,000 N) 3500 (24.1) 950 (6.55) 86 (383)DHC 400 550 (3.78) 1600 (11.0) 39 (173) 150,000 lbs. (667,000 N) 4000 (27.3) 1350 (9.31) 100 (445)DHC 450 750 (5.17) 1750 (12.1) 44 (196) 150,000 lbs. (667,000 N) 4250 (29.3) 1850 (12.8) 115 (512)DHC 500 1000 (6.87) 2000 (13.8) 50 (222) 150,000 lbs. (667,000 N) 4500 (31.0) 2400 (16.6) 128 (569)

95/8**(250) DHC 250 70 (0.48) 750 (5.17) 30 (133) 250,000 lbs. (1,110,000 N) 1875 (12.9) 175 (1.21) 78 (347)DHC 300 120 (0.83) 900 (6.20) 37 (165) 250,000 lbs. (1,110,000 N) 2250 (15.5) 300 (2.05) 95 (423)DHC 350 180 (1.23) 1000 (6.87) 44 (196) 250,000 lbs. (1,110,000 N) 2500 (17.1) 450 (3.10) 114 (507)DHC 400 260 (1.79) 1200 (8.20) 50 (222) 250,000 lbs. (1,110,000 N) 3000 (20.6) 650 (4.48) 130 (578)DHC 450 360 (2.48) 1400 (9.60) 57 (254) 250,000 lbs. (1,110,000 N) 3500 (24.1) 900 (6.20) 148 (658)DHC 500 480 (3.31) 1500 (10.3) 64 (285) 250,000 lbs. (1,110,000 N) 3750 (25.9) 1200 (8.20) 165 (734)

103/4 (275) DHC 300 65 (0.45) 750 (5.17) 35 (156) 290,000 lbs. (1,300,000 N) 1875 (12.9) 160 (1.10) 87 (388)DHC 350 100 (0.69) 900 (6.20) 41 (183) 290,000 lbs. (1,300,000 N) 2250 (15.5) 250 (1.70) 102 (457)DHC 400 150 (1.03) 1000 (6.89) 48 (214) 290,000 lbs. (1,300,000 N) 2500 (17.2) 380 (2.60) 120 (535)DHC 450 210 (1.44) 1150 (7.93) 55 (245) 290,000 lbs. (1,300,000 N) 2875 (19.8) 530 (3.60) 137 (611)DHC 500 280 (1.93) 1250 (8.62) 61 (272) 290,000 lbs. (1,300,000 N) 3100 (21.4) 720 (4.90) 152 (678)

External Internal Rated Ultimate Internal External Axial

Nominal Collapse Operating Axial Axial Weep Collapse Wall

Size Series/ Pressure Pressure Load x 103 Thread Load Pressure Pressure Load x 103

Inches (mm) Rating psi (MPa) psi (MPa) Lbs. (N) psi (MPa) psi (MPa) Lbs. (N)

R A T E D O P E R A T I N G V A L U E S T Y P I C A L U L T I M A T E V A L U E S

Note: Casing design may be altered to meet specific application requirements.

Chemical compatibility must be determined before use.

5.4









G e n e r a l T e c h n i c a l D a t aCasing

G E N E R A L F E A T U R E S

Design Flexibility—Each size is available in several pressure ratings which allows for cost

effective well design. Lightweight Centron® fiberglass casing weighs about 1/4 that of

equivalent steel casing. Smaller rigs and tools can be used.

Electromagnetic Transparency—Centron fiberglass casing is being used in steam flood

monitor wells at temperatures up to 325 °F. The non-metallic casing allows for telemetry

instruments to monitor temperature changes and flow in this demanding service.

Corrosion Resistance—Centron fiberglass casing is resistant to a wide variety of hostile oil

field fluids which results in minimum well maintenance and environmental concerns.

G E N E R A L C O N S I D E R A T I O N S F O R U S E

Temperature—Centron manufactures casing made of three epoxy resin systems with different

upper temperature limitations:

W E L L B O R E

C O N D I T I O N S

>

HP Anhydride 180 (82)

Aromatic Amine 210 (99)

HT Aromatic Amine 300 (149)

Maximum

System Temperature

˚F (˚C)

Fluid Characteristics—The type of resin system selected is also dependent on the fluid

chemical make-up. In general, the "HP" anhydride is resistant to fluids with a pH of 2 to 9,

brine, methane, H2S, and other common fluids within the temperature limitations. The

aromatic amine systems are more resistant to higher pHs (to 12) and large amounts of CO2

within the temperature limitations.

Downhole Tools—Common packers, anchors, etc. can be used with Centron casing. Care

must be taken to insure the amount of force applied by the slips to the casing wall does not

damage the composite. The smooth inside surface of Centron fiberglass casing assures a good

sealing surface and high sealing pressure is not required.

Centron casing is ideal for slip (Cup) type packers such as those used in selective injection

enhanced recovery schemes.

3.1

Centron supplies rugged, corrosion resistant fiberglass GRE well screens and accessories.

Centron® fiberglass/epoxy well screens provide superior corrosion resistance to most brines

and crude oils at a fraction of the cost of traditional materials, such as carbon or stainless

steel, and exotic metal products. Although Centron well screens are strong and durable, they

do not require special drilling tools for removal. The product can be milled out of the hole

without special drill tools or fouling from wire screens.

Centron Well Screens are available in a variety of configurations to suit the application. Single

screens are available for standard gravel pack completions. Pre-packed, tube-in-tube versions

with integral centralizers or the “flush-joint” style, usually eliminates the need for expensive

gravel pack operations while maintaining the “easily milled” feature for economic removal,

should the screen become clogged. These low cost, corrosion resistant products can be the

answer to traditional, expensive sand control methods.

Diameter End Connector Slotting Prepack Media

1 1/2 to 8 inches Centron 4rd thread .008 inch minimum Any graded

API 8rd No maximum sand or ceramic

NPT Radial or axial beads

To spec orientation

Centralizers Collars Cross-over

Integral or Side-ported Male x male

field installed Flapper check valved Male x female

Fiberglass Plugged (Bull Plugs) Female x female

Metal

• Low cost

• Short bend radius

• Corrosion resistant

• Easily milled

• Light weight

• No gravel pack

Centron International Inc. offers a complete line of cementing components: metallic and all fiberglass centralizers and stopcollars, float shoes, cementing plugs and wipers.

Well Screens

C O N F I G U R A T I O N S

F i b e r g l a s s E p o x y G R E W e l l S c r e e n s

/ Oil Wells

/ Gas Wells

/ Water Wells

/ Vertical/Horizontal

Wells

/ New/Re-Entry Wells

/ Cased Wells

/ Open Hole Wells


>

O P T I O N S >

A C C E S S O R I E S >


3.2

Well Screens S i n g l e S c r e e n s – M o d e l D H S S e r i e s P e r f o r m a n c e P r o p e r t i e s

2 9 . 5 F T . N O M I N A L L E N G T H T H R E A D E D A N D C O U P L E D O R I N T E G R A L J O I N T - T H R E A D E D C O N N E C T I O N

P r e - p a c k e d W e l l S c r e e n s – M o d e l D H S P P P e r f o r m a n c e P r o p e r t i e s

1 5 F T . N O M I N A L L E N G T H T H R E A D E D A N D C O U P L E D 1

11/2 (38.1) 1.60 (40.6) 0.175 (4.4) 27 (12.2) 5000 (2268) 2000 (13.8) 2.95 (74.9) 80 (24.4)

23/8 (60.3) 1.95 (49.5) 0.180 (4.6) 34 (15.4) 7500 (3402) 1250 (8.6) 3.35 (85.1) 90 (27.4)

27/8 (73.0) 2.48 (63.0) 0.200 (5.1) 46 (20.9) 10000 (4536) 1000 (6.9) 4.20 (106.7) 100 (45.36)

31/2 (88.9) 2.98 (75.7) 0.230 (5.8) 54 (24.5) 12000 (5443) 800 (5.5) 4.70 (119.4) 120 (36.6)

41/2 (114.3) 3.98 (101.1) 0.200 (5.1) 80 (36.3) 16000 (7258) 800 (5.5) 5.70 (144.8) 140 (42.7)

Nominal Nominal Nominal Max. Max. Box Min. Bend

Size Inside Dia. Wall TK Weight Tension Collapse O.D. Radius

Inches (mm) Inches (mm) Inches (mm) Lbs.(Kg) Lbs. (Kg) PSI (MPa) Inches (mm) Feet (M)

S L O T S I Z E S : 0 . 0 0 8 , 0 . 0 1 0 , 0 . 0 2 0 , O R 0 . 0 3 0 ” S H O R T E R L E N G T H S A V A I L A B L E .

23/8 11/2 1.60 (40.6) 20 (9.1) 8000 (3629) 2000 (13.8) 2.95 (74.9) 100 (30.5)

27/8 23/8 1.95 (49.5) 50 (22.7) 10000 (4536) 2000 (13.8) 3.35 (85.1) 120 (36.6)

31/2 27/8 2.48 (63.0) 60 (27.2) 14000 (6350) 1800 (12.42) 4.70 (119.4) 150 (45.7)

41/2 31/2 2.98 (75.7) 80 (27.2) 18000 (8165) 1200 (8.3) 5.70 (144.8) 180 (54.9)

41/2 3 CEN 3.35 (85.1) 75 (34.0) 18000 (8165) 1200 (8.3) 5.70 (144.8) 200 (61.0)

Nominal Max. Max. Coupling Min. Bend

Nominal Size Inside Dia. Weight Tension Collapse O.D.2 Radius

Outer X Inner Inches (mm) Lbs. (Kg) Lbs. (Kg) PSI (MPa) Inches (mm) Feet (M)

1. 23/8 x 11/2 available in 9’ lengths only.

2. Can be made to suit application.

3.3

Well Screens F l u s h J o i n t – M o d e l D H S F J S e r i e s P e r f o r m a n c e P r o p e r t i e s

1 5 F T . N O M I N A L L E N G T H P R E - P A C K E D W E L L S C R E E N S - T H R E A D E D A N D C O U P L E D

• Flush joint models are designed to fit the casing with minimum clearancerequirements for maximum production and still be milled withoutdamaging the casing.

• All models can be run conventionally or on coiled tubing. Centron® WellScreens can also be run on wireline for maximum economy. Centron cansupply special completion tools (packers), plated for maximum corrosionresistance.

• All well screens are available with 0.008, 0.010, 0.020, 0.030 or largerslots. Pre-packed screens use premium Ottawa sand or ceramic beads(specify).

• Centron well screens are available with three operating temperaturecapabilities: 180°F (70°C), 210°F (99°C), or 300°F (149°C). Please specifywhen inquiring.

• Larger well screens (>8”) are available on special order.

33/4 21/2 2.48 (63.0) 60 (27.2) 10000 (4536) 2000 (13.8) 3.75 (95.3) 180 (54.9)3.65 (92.7)

4 3 3.35 (85.1) 80 (36.3) 14000 (6350) 1600 (11.0) 4.42 (112.3) 200 (61.0)4.28 (108.7)

5 4 3.98 (101.1) 95 (43.1) 18000 (8165) 1200 (8.3) 5.30 (134.6) 240 (73.2)5.25 (133.4)

6 5 4.85 (123.2) 105 (47.6) 23000 (10433) 1000 (6.9) 5.75 (146.1) 300 (91.5)5.35 (135.9)

Nominal Max. Max. O.D. Min. Bend

Nominal Size Inside Dia. Weight Tension Collapse Range Radius

Outer X Inner Inches (mm) Lbs. (Kg) Lbs. (Kg) PSI (MPa) Inches (mm) Feet (M)

3.4

Well Screens C o n f i g u r a t i o n s

R e - E n t r y V e r t i c a l

��

��

24'

(154')FIBERGLASS

27/8 TUBING

3975'

103/4'

(605')

OLD WELL

CEMENT

61/8 HOLE

SEAL

PREPACKED WELL SCREEN

(27/8 X 2) 0 010'/20-40 SAND

FLOAT SHOE

3.5

C o n f i g u r a t i o n s

T y p i c a l F l u s h J o i n t I n s t a l l a t i o n

Well Screens

3.6

C o n f i g u r a t i o n s

R e - E n t r y H o r i z o n t a l

Well Screens









right to change any and all specifications or descriptions with notice.

Produced water lineusing Bondstrand® 3432Glassfiber Reinforced Epoxy (GRE)pipe and fittings with Key-Lock®mechanical joints

© Ameron 2002 FP 895 - 04/02. Printed in The Netherlands.

Client

Pipe system

Operating conditions

Location

Bondstrand® Case History

PitYach area, approx. 90 km from Nefteyugansk, Western Siberia.

Yukos.

Bondstrand® 3432 with Key-Lock® mechanical joint.Diameter: 20 inch (500 mm). Total quantity: 2000 m.

Operating pressure: 32 bar (with limited cycles up to 36 bar).Test pressure: 48 bar.Operating temperature: +45 °C.Design pressure: 32 barDesign temperature: 60°C.Ambient temperature: -55/+34°C.

October - December 2001.Installation date

Key-Lock Joint

This line is one of the many produced water lines (saline) operated by Yukos, thesecond largest oil company in Russia. Such lines are critical for Yukos to maintainpressure in oil reservoirs. The steel lines were replaced with Bondstrand as theyrapidly corroded within two years of service. Corrosion of the steel lines was due tohigh salinity of the produced water in the highly corrosive environment (swampyarea).Bondstrand lines will have a minimal service life of 20 years.

The produced water line was installed in a swampy area with surface water up to 40cm. deep, where trenching and installation required the professional skills of anAmeron approved installer, "Yugansktruboprovodspeztroy". Fast make-up ofBondstrand® Key-Lock joints in a wet environment was essential, as trenchescould collapse easily.

Total installation took eight (8) weeks, a large part of this period was used toprepare two pipeline crossings, one 56-inch gas line and one 50-inch oil line.

Key-Lock installation at –15°C.Key’s, ‘O’ rings and tooling were storedinside until 5 minutes before installation.

Swampy trench location withoil floating on top

Ice was formed in thetrench shortly after digging

through swampy soil.

Partially backfill of 20”Bondstrand Key-Lock line

Description





Gas/Oil Separation Plantusing Bondstrand 3420 fiberglass pipeand fittings withTaper/Taperadhesive-bonded joints


Client

Pipe system


Location Dukhan Gas/Oil Separation Plant, Qatar:Jaleha, Fahahil and Kathiya North sites.

Qatar General Petroleum Company (QGPC) - Qatar.

Bondstrand 3420 with Taper/Taper adhesive-bonded joints.Quantity: 20-25.000 meters in diameters: 4 through 16 inch (100-400 mm).

Operating pressure: 14 bar. Design pressure: 20 bar. Test pressure: 30 bar.Operating temperature: Ambient.Ambient temperature: + 50 °C.

June 1999.Installation date

Taper/Taper joint

Description This is the first project ever installed in Qatar, where major quantities of GlassfiberReinforced Epoxy pipe systems were designed and installed by the contractor,Petrofac.

Pipelines were installed on three different sites, partly above ground and severalparts were installed underground. Project involved pipelines for:* fire water;* process water;* brackish water;

The above ground part was coated with Favuseal to comply with customer firerequirements.

Bondstrand 3420 Glassfiber ReinforcedEpoxy Pipe system installed at the

Jaleha site

Bondstrand 3420 Glassfiber ReinforcedEpoxy Pipe system installed at the

Fahahil site





Media filters forwater injection plantusing Bondstrand 2000G and 3410fiberglass pipe and fittings


Client

Pipe system


Location Water Injection Plant - train B: Belaym, Egypt.

Petrobel.

Bondstrand 2000 with Quick-Lock adhesive-bonded joints.Bondstrand 3410 with Taper/Taper adhesive-bonded joints.Quantity: approx. 700 meters in diameters: 3, 4, 6, 8, 10, 12, 14 and 24 inch.

Operating pressure: 6.4 bar. Test pressure: 10 bar.Operating temperature: 35°C.Ambient temperature: 10°C to 45°C.

September 1998.Installation date

Description This project involves the replacement of existing steel pipework at the train B waterinjection plant in Belaym Egypt. Besides the working pressure and temperature, thesystem is also exposed to corrosive liquids, chemical additives and surge pressure.The materials chosen to replace the steel pipe work are Bondstrand series 2000Gand 3410.

The following sections of the system were replaced:* 24” main pump header with 10” pump connections and instrument/ sample

connections in diameters 1 up to 4 inch.* Two 24 meter vertical 14” risers attached to vacuum towers.* Five dual media skids including pipe sizes ranging from 2 up to 14”.* 12” vacuum lines.

The working pressure of the system is 6.4 bar in the filter skids; 3 bar in the vacuumtower feed lines and a vacuum of67 mm HG column (90% vacuum)in the vacuum tower riser pipeswhich go up 24 meters. The work-ing temperature of the system is35°C with a maximum ambient tem-perature of 45°C.As surge pressure in this plant is aconstant factor, it is important thatthe system is designed to cope withthese surge pressures. Therefore afull surge pressure and stress analy-sis was made to ensure a correctpipe and support design which willguarantee a system that is capa-ble of dealing with the constantlychanging operational parameters asa result of the automated systemcontrol.The fact that it concerns the replace-ment of existing pipework and thelimited shut-down period, proved itto be more complicated to finish thejob in time.Despite these factors, this challeng-ing job including design review,engineering , steel dismantling,re-installation and hydrotesting wascompleted in 25 days as scheduled.





Produced Water Lines andCrude Oil Linesusing Bondstrand® fiberglass pipeand fittings with key-Lock®mechanical joints

Location Megion, Western Siberia - Russian Federation.

Client Megionneftegaz.

Pipe system Bondstrand® series 3400 with Key-Lock® mechanical joints in 8,10, 12 and 16inch diameter. Quantity: 3.300 m.Service. • Low pressure saline water lines

• Crude oil gathering lines.

Operating conditions Pressure: 16 bar, 25 bar and 32 bar.Temperature: -55ºC to +70ºC.Partially buried (mainline).

Installation date 1995 and 1996.

1 © Ameron 1996 FP712 11/96. Printed in Holland

Key-Lock Joint

Description Replacement of heavily corroded carbon steel lines with an average life cycleof five (5) years. Bondstrand minimal lifecycle is fifty (50) years.

Advantages Why Bondstrand fiberglass pipe was selected:• Reduction in Capital and Operational expenditure• Reduction in installation costs and time• Corrosion resistance• Little or no maintenance• Lightweight material

Testing One and a half times the design pressure as per API Spec 15LR standardAmeron also holds the ISO 9001 Quality System Certificate for approvedmanufacturers.





Bondstrand® Case History

Crude Oil Transmission Line

using Bondstrand® pipe and fittingswith Key-Lock® mechanical joint andTaper/Taper adhesive-bonded joint

© Ameron 1995 FP665 A 07/99 supersedes 09/96. Printed in The Netherlands.

Client

Pipe system


Location

Installation date

Itteville, France - (91) Parisian Basin Oilfield.

Elf, S.N.E.A. (P.), France. Contracting: S.B.P.I., Camom and Gercif..Bondstrand® series 3400 with Key-Lock® mechanical joint and Taper/Taperadhesive-bonded joint. Diameter: 200 mm (8 inch). Total quantity: 13.000 m.

Design pressure: 40 bar. Operating pressure: 32 bar. Test pressure: 60 bar.Fluid: Crude oil and dissolved gases including CO2

. Oil with paraffine, makingregular pigging operations necessary.Design temperature: 80°C. Operating temperature: 60 to 80°C.

July 1994.

Advantages

Description The project involved the installation of a gathering line between several clustersand to connect them with the gathering station near Vert-le-Grand. A large part ofthis pipeline was going through an environmentally sensitive area and had to crossthe river Essonne and the lakes of St. Vrain. In these crossings, each about 850m.long, Bondstrand® pipe was assembled and pulled in to a steel casing, usingcentralisers to support and centre the Bondstrand® pipe inside the casing. Thesecomplete assemblies, consisting of GRE and the casing, were pulled in to a drilledhole under the water using the direct horizontal drilling technique.The Key-Lock mechanical jointing system was selected for the main pipe run be-cause of its ease and speed of assembly. For the Bondstrand® pipe installed insideof the steel casing, the Taper bonding system was used to keep the inside diameter,and consequently the size of the steel casing, as small as possible.

Ease of installation - System was easily field fabricated supported by field servicefrom Ameron. The crew was able to complete the installation of 13.000 m. of pipeahead of schedule and well within budget. No spare parts were needed as GREmaterial is fully and longterm resistant to operational service conditions. Becauseof its low weight, the pipes can be lifted with limited equipment.





Bondstrand ® Case History

OH1 - Mederba - Rhourd 'Nouss, Algerian Eastern Sahara.

Sonatrach, Algeria.

Bondstrand® series 3400 with Key-Lock® mechanical joint.Diameter: 600 mm (24 inch). Quantity: 46.000 m. (Phase 1).

Fluid : Crude oil.Operating pressure: 28 bar. Test pressure: 42 bar.Operating Temperature: Ambient. - Design temperature: 93°C.Buried installation.

1994.

Crude Oil Transmission Line

using Bondstrand® pipe and fittingswith Key-Lock® mechanical joint

© Ameron 1995 FP664 09/96. Printed in Holland

Client

Pipe system


Location

Installation date

1

Key-Lock Joint


Corrosion resistance to sulfato-reducing bacteria contained in crude oil-saline watermixture. Ease of installation: a crew of only 6 workers could assemble 500 metresof pipe per day.

Due to the natural flexibility, no fittings were needed; system can be pigged asneeded. System was found economical on a mid-term basis, compared to carbonsteel.

Key-Lock mechanical joint utilising polyamid locking keys in neylon 6.6 andelastomeric O-ring have been designed to API 15LR and ASTM D-1599 criteriaand based on test procedures (ASTM D-2992) for static pressure applications.

Advantages

Remarks






© Ameron 1995 FP 662 09/96. Printed in Holland

Client

Pipe system


Location

Water Injection Lines

using Bondstrand® pipe and fittingswith Key-Lock® mechanical joint

Installation date

Zarzaitine Dorsale, In Amenas Oilfield - Algerian Eastern Sahara.

Sonatrach, Algeria.

Bondstrand® series 3400 with Key-Lock® mechanical joint.Diameter: 300 mm (12 inch). Quantity: 20.000 m.

250 mm (10 inch). Quantity: 5.000 m.100 mm ( 4 inch). Quantity: 30.000 m.

Fluid: Injection waterOperating pressure: 75 bar. Test pressure: 90 bar.Operating temperature: Ambient. - Design temperature: 93°C.Buried installation.

1993 and 1994.

1

Key-Lock Joint


In the harsh, barren desert of the Algerian Eastern Sahara, long lines ofBondstrand® fiberglass pipe are serving remote oilfields in secondary recoveryoperations. The fiberglass pipe and fittings have proved very successful intransporting the highly corrosive injection water under pressure.These lines furnish injection water to a Sonatrach field in the In Amenas OilDistrict near Algeria’s Eastern border.

Corrosion resistance to saline injection water. To maintain pressure in the oilreservoir, which could not be properly done with fast corroding carbon steelconstantly under repair, the injection water system of the entire In Amenas oildistrict is now made of Bondstrand fiberglass pipe, produced in Europe and theUnited States.

Description

Advantages





© Ameron 2004. FP 927 03/04. Page 1 of 2. Printed in The Netherlands.

Water injection linesCentron® SP, SPH 2500 and SPH 500Glassfiber Reinforced Epoxy (GRE) pipesystem using 4-round threaded joints

Client

Project Kumkol oilfield, Turgay-Petroleum, Kazakhstan.

Turgay Petroleum, a Joint Venture between Lukoil Overseas andPetrokazakhstan.

Centron SP 2500 . Diameter: 21/2 inch: 7.000 metres;Centron SPH 2500. Diameter: 6 inch: 5.000 metres;Centron SPH 500. Diameter: 10 inch: 5.000 metres.

Total: 17.000 metres.

21/2 & 6 10 inchOperating pressure: 140 10 bar Ambient temperature: - 40 to +50 °CDesign pressure: 150 10 bar Design temperature: 55°CTest pressure: 172 12.5 bar

December 2003.

Pipe system


Installation date

Centron threadedjoint

Fiberglass-CompositePipe GroupEuropeAmeron B.V.P.O. Box 64190 CA GeldermalsenThe NetherlandsPhone: (+31) 345 587 587Fax: (+31) 345 587 561Internet: www.ameron-fpg.nlemail: [email protected]

Fiberglass-CompositePipe GroupThe AmericasP.O. Box 878Burkburnett, TX 76364U.S.A.Phone: (+1) 940 569 1471Fax: (+1) 940 569 2764

Fiberglass-CompositePipe GroupHeadquartersP.O. Box 801148Houston, TX 77280U.S.A.Phone: (+1) 713 690 7777Fax: (+1) 713 690 2842Internet: www.ameron.comemail: [email protected]

Fiberglass-CompositePipe GroupAsiaAmeron (Pte) LtdNo. 7A, Tuas Avenue 3JurongSingapore 639407Phone: (+65) 6861 6118Fax: (+65) 6862 1302/6861 7834Internet: www.ameron.com.sgemail: [email protected]

The Kumkol oilfield is located at some 200 km from Kyzylorda, Kazakhstan.The water injection system was designed to inject produced water into 7 wells.The Centron Glassfibre Reinforced Epoxy (GRE) pipe was selected for its longterm corrosion resistance for such a corrosive application.

The pipe was delivered within a required short time schedule, that allowedcompleting installation before end of year 2003, as requested. Installation wassuccessfully completed in 40 days only, despite the harsh weather conditions atthis period in Kazakhstan.

Project installed cost proved to be significantly lower compared to initiallyconsidered steel pipe with PE liner. This is because GRE pipe diameters werereduced compared to steel sizing (no thick PE liner) and installation cost wasmuch lower with Centron 4RD mechanical threaded joint.

Installation date

© Ameron 2003 - FP 907 02/03. Page 1 of 2. Printed in the Netherlands.

Romny, Achtyrka Field - Ukraine.

Ukrnefteserviskomplekt of JSC Ukrneft, Kiev - Ukraine.Achtyrka Oil & Gas Company.

Quantity: 5.300 m. Centron SPH 400 pipe.Diameter: 8 inch (200 mm)Joining system: SPH threaded joint.

Operating pressure: 12 bar (174 psi)Operating temperature: 15°C. (59°F).

Design pressure: 27.5 bar (400 psi).Design temperature: 82°C. (180°F).Test pressure: 24 bar (348 psi).

October 2002.Installation date


Location

Client

Pipe system

Water injection transport lineusing Centron® SPH 400Glassfiber Reinforced Epoxy (GRE) pipeand fittings with SPH threaded joints

Centron threadedjoint

Installation of this project was completed by contractor ‘Sumy IndustrialInstallation Company 14’. The site is located approximately 300 km north ofthe capital of Ukraine, Kiev.Client Achtyrka Oil and Gas Company have an Oil/Gas field not far from thecity Romny. The field produces gas and oil from at least 50 different old andnewly drilled supply and injection wells in the area. The field is situatedbetween several farming fields and the lines cross these fields. The line willsupply mainly salty water, which will be used for water injection 5.3 km away.

One of the main problems in this area, is that existing steel lines are corrodingin several places only a few years after installation. Sometimes, steel lineseven have to be replaced only after a few months. Corrosion results in spillageof oily and salty water in to the farming fields, with consequences for theenvironment. The customer selected a Glassfiber Reinforced Epoxy pipesystem to solve such corrosion problems.

Installation took place with a crew of 15 and from start-to-finish the line wascompleted in just 3 weeks. Finally, the line was hydrotested positively. Toincrease the speed of installation, sections of three pipe lengths were installedabove ground and positioned in the trench in one piece.

SWAMPSAt several places swampy areas had to be crossed. This was achieved byassembling a pipe string on top of the water. Each time, a section of 3 pipelengths was pushed -further- into the water staying afloate because of thepipe's buoyance. Then, a total section of 243 meter (27 lengths) was assem-bled to the box-end on stable soil. As there was no negative friction as a resultof pipe buoyance, the impressive lengths were connected easily. Therefore, asingle person was able to assemble the 27 pipes lengths.

Once the thread-joint was made, the pipe was filled with water and the stringsank in position down to the bottom of the trench. The client closely watchedthe operation and witnessed the success ofthis installation until it was completed.

Description

Excavate through swampy area

Install in swampy area

Installation in swampy area

SPH treaded joint





Flowlines forCrude Oil Transportationusing Centron SPH 1500 glassfiberreinforced epoxy (GRE) pipes and fittingswith 4-round threaded joints


Client

Pipe system


Project

Installation date

"Umuechem/Otamari" oilfield - Port Harcourt - Rivers State, Nigeria.

Shell Petroleum Development Company of Nigeria Ltd in Joint-Venture with theNigerian National Petroleum Corporation. (NNPC)

Quantity: 13,000 m. 4"(100 mm) and 3,600 m. 6"(150 mm) of Centron SPH 1500Glassfiber Reinforced Epoxy pipe.

Maximum operating pressure: 60 barDesign pressure: 100 barTest pressure: 125 barOperating temperature: 50°C.

4th quarter 2000.

Description The Umuechem oilfield is located in the Port Harcourt area in Nigeria.

Operating conditions: The Niger Delta region has a harsh environment. The place island during the dry season and swamp during the rain season. The soil is mildlycorrosive. The Centron Glassfiber Reinforced Epoxy pipe system is replacing existingcorroded steel flowlines. The Shell Petroleum Development Corporation performedstudies proving GRE (Glassfiber Reinforced Epoxy) pipe could be installed faster andmore economically than carbon steel pipes. The GRE pipe system was installed by alocal contractor, with the assistance of an Ameron Field Service Engineer.Steel pipe would constantly require corrosion inhibitors and cathodic protection toprotect the system. The use of GRE (Glassfiber Reinforced Epoxy) eliminates theseexpensive corrosion protection systems as well as the need for maintenance.





Flowlines and Crude OilTransport linesusing Centron SP 1000 and SPH 1000glassfiber reinforced epoxy (GRE) pipe andfittings with 4-round threaded joints


Client

Pipe system


Location

Installation date

"Dunga Oilfield". Partex, Aktau - Kazakhstan.

Partex (Kazakhstan) Corporation. Partex Oil and Gas.

Flowlines: 22 km Centron SP 1000 (4 inch/100 mm).Crude Oil Transport lines:20 km Centron SPH 1000 (6 inch/150 mm).Both systems were insulated and heat traced.

Flow lines Crude Oil Transport linesOperating pressure: max. 30 bar max. 56 barDesign pressure: 70 bar 70 barTest pressure: 45 bar 70 barMaintained temperature 50°C. 50°C.

Assembly (+ 4500 joints): June/July 1999Heat tracing: August/September 1999On stream: March 2000.

Description The Dunga oilfield is located at some 40 km from Aktau (Kazakhstan) at the borderof the Caspian Sea.

Climatic conditions: Winters show temperatures around -10 to +5°C., with very coldintervals of -20 to -25°C. These cold intervals create major problems with the highviscosity of the oil. For this reason Partex decided to ensure uninterrupted flow- andoilproduction. All flow- and crude oil transport lines are pre-insulated and heat tracedto maintain the temperature of the medium at 50°C.

Maintenance: The absence of maintenance was a major criteria in the selection ofGRE (glassfiber reinforced epoxy). Calculations performed by Partex' officials showeda substantional operational advantage in operational cost based on a lifespan of 10years compared to Grade B steel pipe. (Expected service life of GRE is at least threetimes longer.)

Installation of the flowlines divided over 7 wells and a straight crude oil transport linewas completed in just 2 months with a reduced piping crew. Hydrostatic testing ofthe flow lines took 7 days and the crude oil transport lines required 2 weeks.From the almost 4500 joints installed, only one leak was detected, and easily repaired.

Heat tracing of the flow lines was performed by laying a single heat tape through onealuminium channel on top of the pipe. For the crude oil transport line, a so calledS.T.S. skin effect tracing system was selected consisting of two 3/4" steel tracingtubes strapped to the Centron pipe and heated by a heat tracer cable inside. Themain advantage being the fact that only two power supply points are necessary forthe entire (20 km) length.

CentronGlassfiber Reinforced Epoxy

(GRE) pipeline installedat Partex oilfield





"Los Cavaos" Oilfield, Malargüe, Mendoza - Argentina.

REPSOL-YPF S.A., Argentina.

Centron SP 800 and SP 500 with EUE 4 round threaded joints.Total quantity: 14.573 meters, being 2.600 meters SP 800 and11.973 meters SP 500. Diameter: 6 inch (150 mm).

Operating pressure: 14 bar.Design pressure: 20 bar. Test pressure: 21 bar.Ambient temperature: + -10 / +35°C.

1997.

Dry gas pipelinesusing Centron SP 800 and SP 500glassfiber reinforced epoxy pipe and fittingswith 4rd threaded joints


Client

Pipe system


Location

Installation date

Description Petroplastic S.A., Ameron distributor in Argentina, arranged complete installationfor this buried pipeline at 1.30 meter (depth of trench). Concrete alluvion defenseswere built (at 2 meters of the centerline of the pipe water down). For the road andalluvion crosses, GRE pipe using steel casings was installed.

Hydraulic tests for this installation were carried out in two stages: the first test aftercompletion of 9.500 meters; the second after completion of 5000 meters at 21 bar(300 psi) test pressure.

Centron Glassfiber Reinforced EpoxyPipeline installed at Repsol oilfield





Gas, Oil and Water mix Lines,for high pressure applicationusing Centron fiberglass pipe and fittingswith course threaded joint

© Ameron 1998 FP 354 A - 10/98. page 1 of 2. Printed in The Netherlands.

Client

Pipe system


Location Megion, Western Siberia - Russian Federation.

Slavneft - Megionneftegas.

Centron SP-600 high pressure pipe with coarse threaded joints.Diameter: 4, 6 and 8 inch (100,150 and 200 mm). Quantity: 15.5 km.

Operating pressure: 35 bar. Test pressure: 52.5 bar.Fluid : Gas, oil and water mix.Operating temperature : 70°C.Ambient temperature: -55°C to +40°C.

1998.Installation date

Description This project was financed by the World Bank within the frame of the "2ndRussia Oil Rehabilitation Project". It is part of a large project initiated bySlavneft - Megionneftegas to modernise their oilfield operations in the Megionarea by installing corrosion resistant flow lines.

Project was realised in only 3 weeks at sub-zero temperatures. Fast installationwas a result of the light-weight of fiberglass reinforced epoxy pipe, combinedwith the easy-to-assemble Centron proprietary threaded joints, featuringO-rings for added safety.Expected service life of the flow lines is at least 10 times longer than withcarbon steel lines. Ameron fiberglass reinforced epoxy pipe systems are aninvestment good, where steel is considered as a consumable item.

Centron coarse treaded joint

Advantages





BP Durango Operations Center380 Airport RoadDurango, CO 81301

8/27/2004

Joie L. FolkersAmeron International – Fiberglass Composite Pipe DivisionVIA E MAIL

Ref: Fiberglass Pipe Usage Experience

In reference to your inquiry concerning our usage of fiberglass pipe in our operations I’m writing thissummary of the usage conditions and history.

As you may know our fiberglass history dates to the early 1980’s when Amoco Corporation workedclosely with Centron International to develop fiberglass pipe for high carbon dioxide content gasstreams primarily in the Wyoming enhanced oil recovery projects. Starting in 1988 Amoco begandevelopment of coalbed methane resources in the San Juan Basin of Colorado and New Mexico. Thepipe material chosen for ths development was Centron fiberglass surface pipe that had been specifiedjointly between Amoco’s Naperville Research Center and Centron for use in high CO2 applications. Todate approximately 800 miles of this pipe has been deployed in this area under the following serviceconditions:

Pipe: All pipe has been Centron surface pipe as per purchase specification. We have utilized pipe withO-ring seals.

Size: We have deployed pipe that is 3”, 4”, 6”, and 8” in nominal size.

Temperature: Our temperature range is between 50 to 100 Fahrenheit degrees for the fluids within thepipe.

Application: All of our pipe has been in buried service with depth range of 4 to 12 feet deep.

Media: We have two primary flow media. The first is a natural gas vapor consisting of primarilymethane with up to 25% CO2. The other flow media is produced water with salinity levels ranging from3,000 to 12,000 ppm total dissolved solids.

Pressure: We have consistently rated all of our Centron pipe with a MAOP of 600 psig static. Ournormal operating pressures range from 50 to 200 psig.

Time in Service: We have pipe in continuous service since 1988. We have not seen any evidence ofpipe degradation with time.

If you have any further questions please feel free to contact myself directly.

John F. Mummery

Senior Mechanical Engineer

Direct: 970-247-6812Main: 970-247-6800Fax: [email protected]

Ameron Fiberglass-Composite Pipe Group/Europe - Approval Overview - dated 07/04 - page 1 of 2Please visit www.ameron-fpg.nl to download a copy of any of the above certificate

Approval OverviewCertifying Body Product Unit Number Description Validity Market

American Bureau of Shipping 2000M U.S.A. HS322284-X Type Approval yearly review MarineAmerican Bureau of Shipping 2000M+FP, 7000M, PSX L3, -JF Singapore 01-SG110000-X Type Approval yearly review MarineAmerican Bureau of Shipping 2410, 2412, 2414, 2416, 2420, 2425 Singapore 01-SG110000-X Type Approval yearly review MarineAmerican Bureau of Shipping 7000M U.S.A. HS322284-X Type Approval yearly review MarineAmerican Petroleum Institute Bondstrand® Europe 15LR-0006.1 Type Approval 21-oct-05 Oil & Gas, OffshoreAmerican Petroleum Institute Bondstrand Singapore 15LR-0012 Type Approval 18-mrt-05 Oil & Gas, OffshoreAmerican Petroleum Institute Bondstrand Singapore 15HR-0008 Type Approval 18-mrt-05 Oil & Gas, OffshoreAmerican Petroleum Institute Centron® U.S.A. 15LR-0007 Type Approval 13-jan-05 Oil & GasAmerican Petroleum Institute Centron U.S.A. 15HR-0003 Type Approval 13-jan-05 Oil & GasBureau Veritas 2000M Europe 07796/B0 BV Type Approval 20-jan-08 MarineBureau Veritas 2000M Singapore 07797/B0 BV Type Approval 5-mrt-08 MarineBureau Veritas 2000M U.S.A. 01407/EO BV Type Approval 7-jul-04 MarineBureau Veritas 7000M Europe 07798/B0 BV Type Approval 20-jan-08 MarineBureau Veritas 7000M Singapore 07795/B0 BV Type Approval 5-mrt-08 MarineBureau Veritas 7000M U.S.A. 01409/EO BV Type Approval 7-jul-04 MarineDet Norske Veritas 2000 Europe K-2109 Type Approval 30-jun-05 MarineDet Norske Veritas 2000 Singapore K-2114 Type Approval 30-jun-05 MarineDet Norske Veritas 2000M Europe K-2110 Type Approval 30-jun-05 MarineDet Norske Veritas 2000M Singapore K-2115 Type Approval 30-jun-05 MarineDet Norske Veritas 2410-2425 Singapore K-2208 Type Approval 31-dec-06 MarineDet Norske Veritas 2410-2425 Conductive Europe K-2176 Type Approval 31-dec-06 MarineDet Norske Veritas 2410-2425 Conductive Singapore K-2198 Type Approval 31-dec-06 MarineDet Norske Veritas 3410-3425 Conductive Europe K-2354 Type Approval 31-dec-06 MarineDet Norske Veritas 7000M Europe K-2111 Type Approval 30-jun-05 MarineDet Norske Veritas 7000M Singapore K-2116 Type Approval 30-jun-05 MarineDet Norske Veritas Double O-ring joint Singapore K-2127 Type Approval 30-jun-05 MarineDet Norske Veritas ISO 9001, 2000 Europe 08379-2003-AQ-ROT-RvA Quality Approval 13-nov-06 AllDet Norske Veritas ISO 9001, 2000 U.S.A. 03326-2003-AQ-HOU-RvA/RAB, Rev. 1 Quality Approval 8-oct-06 AllDet Norske Veritas ISO 9001, 2000 Singapore 0136-1996-AQ-SIN-RvA Quality Approval 24-jul-05 AllDet Norske Veritas S 3400, 2000(M),(G), 4000, 7000(M), 6000(FM) and 2400 Europe ISO/FDIS 14692 Other - AllDeutsches Institut für Bautechnik 2000, 2000G, 4000, 6000-FM Europe Z-40.13-290 Type Approval 31-may-06 IndustryGermanischer Lloyd 2000M, 7000M Europe 73-788-94 HH Type Approval 6-aug-06 MarineGostekhadzor, Kazakhstan Centron Europe 7/55-80 Type Approval 15-jun-06 Oil & GasKorean Register of Shipping 2000M, 7000M Singapore SGP02568-GP001 Type Approval 23-feb-06 MarineLloyd’s Register 2000 Europe 99/00095 Type Approval 16-jun-04 MarineLloyd’s Register 2400 Singapore 01/00041 Type Approval 11-mrt-06 MarineLloyd’s Register 3400 Europe 99/00127 Type Approval 25-aug-04 MarineLloyd’s Register 7000 Europe 99/00092 Type Approval 6-jun-04 MarineLloyd’s Register 2000M, 7000M Europe 89/00102(E4) Type Approval 23-jul-05 MarineLloyd’s Register 2000M, 7000M Singapore 91/00292(E3) Type Approval 1-aug-06 MarineLloyd’s Register Expansion coupling Europe 99/00094 Type Approval 16-jun-04 Marine

Ameron Fiberglass-Composite Pipe Group/Europe - Approval Overview - dated 07/04 - page 2 of 2Please visit www.ameron-fpg.nl to download a copy of any of the above certificate

Approval OverviewCertifying Body Product Unit Number Description Validity Market

Marina Militare 7000M Europe M.13768 Other - MarineNippon Kaiji Kyokai 2000M, 5000M, 7000M, S2000M-FP, PSX-L3 Singapore 04HG0001PP Type Approval 20-jan-09 MarineNSF® International Bondstrand® U.S.A. 80680/80681 Type Approval - IndustryRegistro Italiano Navale 2000 Europe MAC/148800/2/TO/02 Type Approval 25-jun-07 OffshoreRegistro Italiano Navale 3400 Europe MAC/148800/3/TO/02 Type Approval 26-jun-07 OffshoreRegistro Italiano Navale 7000 Europe MAC/148800/1/TO/02 Type Approval 25-jun-07 OffshoreRegistro Italiano Navale 2000M Europe MAC/26201/2/TO/01 Type Approval 9-jul-06 MarineRegistro Italiano Navale 2000M Singapore MAC/127200/2/TO/00 Type Approval 24-sep-05 MarineRegistro Italiano Navale 7000M Europe MAC/26201/1/TO/01 Type Approval 9-jul-06 MarineRegistro Italiano Navale 7000M Singapore MAC/127200/1/TO/00 Type Approval 24-sep-05 MarineWater Regulations Advisory Scheme 2000G, 3400 Europe 9911528 Type Approval nov-04 Industry

Fiberglass-Composite Pipe Group/EuropeP.O.Box 6 – 4191 CA Geldermalsen – Holland

tel. +31 345 587 587 – fax +31 345 587 561

Introduction in to glass

reinforced plasticsGeneral statement A general definition of a composite is a synergistic combination of

two or more materials. More specifically, the composites referredto here comprise a high strength reinforcement in fibrous form,incorporated into and bonded together by a matrix, usually athermosetting polymer. The term fiber reinforced plastics (FRP) iswidely used to describe such materials with glass reinforcedplastic (GRP) when the reinforcement is glass fiber. Glassreinforced epoxy (GRE) is used when, as in the case of muchcomposite pipework, epoxy resin is the matrix

The nature of E-glass Most glass fibers consist of E-glass, a term which once stoodfibers for electrical grade glass, as used in insulators and capacitors.

This glass, which is transparent and brittle, but of high strength, isa super-cooled mixture of metallic oxides. Glasses in bulk formtend to have relatively low strength levels, because of thepresence of microscopic surface flaws which act at site for crackpropagation. Glass in fibrous form can be much stronger providedthat the surface of the fibers is protected at all times againstdamage. Glass is produced in a furnace about 1200ºC and spuninto fibers by allowing it to drain under its own weight throughmany heated bushings. Molten glass is quite corrosive, and thebushings must be made from platinum to avoid damage, and toprotect the glass from contamination. Each bushing containsmany hundreds of holes through which the molten glass mustpass before forming fibers of approximately 10 microns indiameter.

The secret of the strength of glass fibers, and of their ability tobond to polymeric matrices is the size which is applied to thesurface of the fiber's in the form of an aqueous solution shortlyafter the fiber's emerge from the bushings. The size contains apolymeric binder which coats the glass surface to protect it andlightly binds together the individual fiber's in each fiber tow toprevent them rubbing against one another during subsequenthandling and processing. The size also contains a coupling agent- 1 - a reactive component, usually an organosilane, which is amulti-functional molecule. The silane part of the molecule bondstightly to the surface of the glass while the organic part isdesigned to attach itself to the polymer matrix. When purchasingglass fiber it is necessary to stipulate the type of resin matrix to beused, since some coupling agents are specifically chosen to becompatible with particular resins. The size also contains a filmformer to enable it to spread over the glass surface and lubricantsto facilitate processing without damage.

Technical Bulletin 1May 1998

2

Despite the presence of the size, every processing or handlingoperation introduces flaws and reduces the strength of theglass. By the time it has been incorporated into the composite, theeffective tensile strength is generally about 1700 Mpa, which ismany times tower than its strength immediately after leaving thebushing.After spinning, the glass fiber tows, referred to as rovings1 arewound at high speed onto cylindrical packages, or cheeses, andplaced in a drying oven where the water in the size coating isremoved. These cylindrical packages are the basic intermediatefrom which a wide variety of glass reinforcing products aremanufactured. Examples of such products are described in figure1 and are given in table 1 and 2.The tex of a fiber tow or roving is its weight in g per km.

Undirectional rovings can be used directly in compositemanufacture, or they can be converted to other intermediateproducts. Direct applications include the uni-directional rovingsused in process such as spray lay up, filament winding andpultrusion. Alternatively, the glass strands may be chopped,usually to a length of 50 mm, and sprinkled onto a moving belt tomake chopped strand mat (CSM), the most widely usedreinforcing product for boat building and other general purposeGRP products. CSM contains randomly orientated glass strands,held together by the application of a small amount of polymericbinder. In purchasing CSM, it is important to specify the type ofbinder: some are soluble in liquid resin, some are not.

More importantly, some binders are unsuitable for use inlaminates to be continuously immersed in water. CSM is widelyused in contact moulding, resin transfer moulding and otherprocesses.

Continuous strand mat or swirl mat is similar in some respects toCSM, except that the fiber's are continuous. Swirl mat is used inpultrusion, where the reinforcement is required to have sufficientintegrity to allow it to be pulled through the process under tension.


3

Glass fibre manufactureintermediate products Figure 1.and process

Properties of fibres andtypical composite Table 1. Fibers and metalsmaterials

Density Modulus Tensile Specific Specific103-kg/m3 (Gpa) strength stiffness strength

Mpa (GPa)* (MPa)* E-glass 2.5 70 1700 28 680 carbon 1.8 230 to 820 2000 to 820 128 to 1111 to

7000 455 3900Ararnid 1.4 130 3000 98 2140Polyethylene 0.97 170 3000 175 3090HT steel 7.8 210 750 27 96Aluminium 2.7 75 260 28 96

*Stiffness or strength divided by Specific Gravity

Table 2: Material properties Resin Reinforcement Possible applications Density Tensile Tensile comp. Approx.

(g/cm3) strength Modulus strength cost(Mpa) (Gpa) (Mpa)* (�/kg)

Polyester E-Glass CSM 1.44 80-180 7.3.9.3 140-150 1.6E-Glass WR General Hand lay-up 1.63 210-300 12-21 150-270 1.8E-Glass uni 1.80 410-1180 1241 210480 1.8S-Glass WR Increased stiffness 1.64 440 20 210 5.6amid WR 1.31 430 26 115 17.1

vinylester E-Glass WR General RTM lay up 1.89 342 25 355 2,4Glass WR 1.90 =520 =45 -- 5.8Aramid WR Increased & high stiffness 1.35 =500 =40 -- 20.2Carbon WR 1.50 =600 =85 -- 18.0

Epoxy E-GIass WR Higher strength, durability 1.92 360 17 240 3.0E-Glass Uni Fatigue loading 1.92 1190 39 1001 3.2Aramid WR High stiffness 1.33 517 31 172 20.9

1.38 1379 76 276 21.0High strength & stiffness 1.53 625 73 500 48.3

1.57 2040 134 1000 18.5Phenolic E-Glass CSM Non/semi structural, fire 1.50 85-150 5-7.5 -- 2.1

E-Glass WR high temperature resist. 1.65 220-330 13-17 -- 2.2Acrylic E-Glass WR Structural, Fire/high 170 308 21 292 2.3temperature resistanceNote: these figures are for guidance only


4

Glass fiber rovings may also be woven by standard textileprocesses into a range of reinforcing fabrics. Such woven rovingscan have various types of weave, such as plain, satin or twill, plainbeing the most common. Woven rovings can be used inprocesses such as contact moulding, resin transfer moulding andpre-preg manufacture. In their most common form, woven rovingshave equal quantities of fiber in the warp and weft directions,giving orthotropic laminates with roughly similar properties inthese two directions. It is also possible to produce biased fabricswith different quantities of fiber in the two directions, the extremecase being "unidirectional" fabric, where almost all thereinforcement is the in the warp direction, with lust sufficientstitching in the transverse direction to maintain integrity duringprocessing

Recently, there has been interest in "non-crimp" fabrics, whereuni-directional rovings are stitched together in layers. Thesefabrics produce somewhat stronger, stiffer laminates than wovenfabrics, because the rovings do not undulate as they would in aconventional fabric. It is also possible to stitch together layers orplies with different fiber orientation, including ± 45º plies, as wellas 90º ones.

C-glass C-glass is chemically resistant glass, used as a protective layer inthe manufacture of pipes and other GAPcomponents exposed to aggressive environments. Unlike E-glass,C-glass, which is manufactured by a different process, is notavailable in the form of continuos rovings. It is supplied as a non-woven mat, known as surface veil. The use of C-glass is intendedto provide a resin rich barrier layer between a particular fluidenvironment and the main stress-bearing part of the laminate.

Other special glass and In addition to E-glass, there is range of glassyceramic fibers reinforcements of alternative composition, designed to give

either superior mechanical performance or resistance to certaintypes of environment. These types of glass reinforcement aremore expensive than E-glass, by a factor of 5 to 30, dependingupon the material. S-glass, S2-glass and A-glass offer substantialstrength and small stiffness improvements over E-glass, whileECR- glass offers enhanced resistance to certain types ofcorrosive environment. The use of these special glasses offshoreis not currently significant, but could grow.

Silica and aluminia fiber's have much better high temperatureperformance than E-glass, which softens well below 10000C.Benefits can therefore be achieved by combining small amountsof these fiber's with E-glass when hydrocarbon fire resistance isneeded.


5

The nature of Polymers consist of long organic chain molecules. They arethermosetting resins held together by two types of bond: the strong covalent

bonds joining the atoms within the chains and the weak Van derWaals bonds which are between adjacent chains. If the chains arelinear, the polymer can be melted or softened to allow it to beshaped, then cooled again.

Resins of this type are known as thermoplastics. If, on the otherhand, the chains are bridged or cross-linked to form a molecularnetwork, a polymer is obtained which cannot be melted andcannot be easily deformed without either fracture ordecomposition taking place. This type of polymer is known as athermoset.

Although there is interest in using thermoplastic polymers as thebasis for composites, thermoplastics matrix composites are still atan early stage of development, and hence are unsuitable for largestructures. All the resins of current interest for offshore use are ofthe thermosetting type.

Typical characteristics of thermosetting polymers are that theyusually have stiffness values in the range 2-4 GPa, depending onthe degree of cross linking, with strength values around 40-70MPa and, being bound together chemically, they are capable ofrelatively little plastic deformation. Hence they cannot be shapedby flow or plastics deformation. It follows that when fabricatingcomposite parts. from thermosetting polymers the shapingoperation must be carried out at the same time as the chemicalreaction that establishes the cross linked network. The cross-linking process, known as curing, can be carried out in twodifferent ways. In the case of cold curing, the cross-linkingreaction is started by mixing together components which react. Inhot curing, the sequence of reactions which produces cross-linking is initiated by raising the temperature.

The cure reaction often fails to go to completion initially. InC most cases, the properties of the composites areconsiderably improved if a post-curing operation is carriedout. This is usually done by placing the component in an oven forseveral hours at elevated temperature. Sometimes, however, thesize or shape of the component may prevent this.

Thermosets become softer as temperature is increased, but donot melt in the way that thermoplastics do. At an elevatedtemperature, large segments of the molecules eventually becomemobile and the Modulus falls to a low value. Thetemperature where the Modulus drops most sharply is called theglass transition temperature or Tg. This temperature is oftentaken as an approximate indication of the maximum servicetemperature of the resin. Eventually, at some temperature inexcess of the glass transition temperature, the resin will begin todecompose.


6

Polyesters These are the resins most commonly used in the manufacture ofthermosetting composites in the uncured state they consist of apolymer, an unsaturated polyester resin. Unsaturated means thatthe backbone chain contains some carbon-carbon double bonds.The polyester is dissolved in a reactive monomor, usually styrene.To cure the resin, a peroxide initiator must be added, whichdecomposes to produce free radicals which act on the styrenemonomor, causing it to polymerise. The polymerisation takesplace by the opening up of the double bonds in the styrene andthe double bonds in the polyester chain are also involved in thisreactions, leading to a molecular network where the polyesterchains are cross-linked by polystyrene ones, as shownschematically in figure

2.

Scheme of the filamentwinding process Figure 2. Schematic representation of the cure mechanism of

polyester resins

In cold -cured polyesters, the decomposition of the peroxideinitiator is catalysed by adding an accelerator, usually a cobaltsalt. In hot-cured resins the peroxide decomposition is triggeredsimply by increasing the temperature.

The constituents of the polyester chain can be varied to confer thedesired properties on the final polymer. For instance, the densityof the cross-links can be controlled by varying the number ofdouble bonds in the chain, known as the reactivity of the resin.Resins with high reactivity produce highly cross-linked productswhich have a high glass transition temperature and good chemicalresistance, but which are somewhat brittle at room temperature.Low reactivity resins give a lower level of cross-linking, a lower Tgand less chemical resistance, but are tougher at roomtemperature.


7

The advantage of the free radical cure mechanism is its ease ofcontrol. The uncured resins are fairly stable and have a long shelflife but when they are required to cure, the reaction may bebrought about rapidly and controllably. The period of time forwhich the resins remain processable after the curing system hasbeen added is known as the pot life. Different pot lives arerequired according to the size of the laminating operation and theprocess used. The rate of cure can be varied by changing theamount of curing agent added, and additionally, a delay in theonset of curing, which may be needed for instance whenlaminating large structures, can be achieved by adding aninhibitor. The polyesters also have some disadvantages. The curereaction is temperature sensitive, so the environmentaltemperature must be held within certain limits. The resins alsotend to emit styrene vapour during processing, which isundesirable from a health and safety viewpoint. Good ventilationis required when laminating large areas.

Epoxy Vinylesters These resins are, to a certain extent, a chemicalcompromise between epoxies and polyesters. Theunsaturated polyester is replaced by an epoxy-like one,which is much more chemically and thermally resistant.Moreover, the styrene content is decreased. The curingmechanism is similar to that of the polyesters, although moreaccurate control of the quantities of curing agent added isessential, as the cure reaction is less tolerant ofcompositional variations than in the case of polyesters.Epoxy vinylesters, or simply vinylesters or variants of thissystem are used in place of polyester when improvedtoughness and chemical resistance is needed.

Epoxies Epoxy resin systems generally consist of two separateingredients which must be mixed immediately prior toprocessing. One of these is the epoxide or “resin” part of thesystem. Although the constituents of the molecule may bevaried to achieve certain final properties, the keycharacteristic is the epoxide or ring like structure at each endof the molecule, and the fact that there are a number of -OHgroups present on the chain. The cross-linking reaction mayinvolve both the end groups and the hydroxyl (-OH) groups.

The second ingredient of the resin is the hardener, which isfrequently a primary or secondary amine or an acid anhydride. Forwet laminating and filament winding, the main offshore uses,amine cured epoxies are preferred. Two different types of aminemay be used; aliphatic amines or aromatic amines.

Aromatic amines give the highest Ta values, and the bestmechanical and chemical properties at high temperature, but theyare most expensive. Aliphatic amines are less expensive andbelow 100ºC their cured resin properties are at least as good asthose of aromatic amines. They do, however, require careful postcuring.


8

Unlike the polyester resins, epoxies lake longer to cure duringprocessing. Anhydride cured epoxies have excellent propertiesand are used in prepeg systems for aerospace and also in largequantities in piping Systems.

In the case of epoxy prepregs, the reinforcement is impregnatedwith resin and cure allowed to progress to an intermediate B-stagewhere it is halted. The prepeg is then kept at low temperature untilit is needed for moulding. Prepreg systems are much moreexpensive than composites produced by the "wet resin route", butthey do produce products with excellent properties. Somecompanies with in-house pre-pregging facilities are beginning touse prepeg systems for marine construction.

Phenolics These are the oldest class of synthetic polymers. Recently, manyimprovements have taken place in the chemistry ofthese resins, which have rendered them suitable for use incomposites. There are two main types of phenolic resin which amdistinguished by the type of curing agent used.

The majority of the liquid resins processed by cold cure arehardened by the addition of a strong acid catalyst. The catalystcan cause problems with corrosion of mould tooling and there canalso be difficulties with the alkali content of glass fiberreinforcements from certain sources, which can interfere with theaction of the curing agent. Most phenolic resins contain a certainamount of water, and further water is evolved during the curereaction. Although most of the water can be removed by a hightemperature post cure, this usually leaves the matrix with anumber of microvoids. Despite this, and despite the fact that thematrix is relatively brittle in the un-reinforced state, phenolic resincomposites have good mechanical properties, which at roomtemperature are comparable to those of composites based onisophtalic polyester. Because of the presence of the microvoids,phenolics show a higher level of water absorption than the otherresins but there is little evidence as yet that this causes any longterm deterioration of properties.

The outstanding feature of phenolic resins, which has proved thedriving force behind the development of more easily processedgrades, is their fire performance. They possess relatively goodlevels of integrity at high temperatures, have low smoke andtoxicity as well as low levels of heat release. For these reasons,they may well be the only resin systems which can be tolerated inlaminates facing in critical area's such as accommodationmodules and safe havens. The reason for the good performanceof these resins in tire is that instead of decomposing andvolatilising at high temperatures, the aromatic ring structure inphenolics condenses progressively, eventually producing acarbonaceous char, which persists for some time. However, adisadvantage of phenolics in fire is that any water present in thelaminate can sometimes lead to violent delamination when itvolatiles.


9

Because of their generally attractive attributes in fire, there havebeen attempts recently to develop grades or resin that can beprocessed by pultrusion. These have met with some limitedsuccess, and there are now two manufacturers in Europe offeringphenolic matrix pultrusions.Phenolic resins are also used as the basis for foams, which haveexcellent insulating properties, combined with lowtoxicity. They are unfortunately very friable, which greatly restrictstheir feasibility for use as a core for sandwichpanels.

There are, however, a number of phenolic based syntactic corematerials which contain various lightweight mineralfillers bonded together in a phenolic matrix. Some of thesematerials have exceptionally good burn-throughcharacteristics are therefore viable core materials for heat andblast protections panels.

In addition to the acid-cured phenolics, there is another class,known as novolacs, which are cured by alkaline agents. Theseresins are favoured for hot cure processes such as press andprepeg moulding. Recently, to overcome the problems of bothacid and base cured resins, new "neutral” curing systems havebeen introduced.

Filament-Winding This is the process by which composite pipework is manufactured,but which has also the potential to be used for large complexstructures. There are several configurations, but in the mostcommon one, shown in Figure 3, continuous tows ofreinforcement are drawn through a resin bath to wet them andthen applied, via a transversing feed eye, to a rotating mandrel.The speed of the feed eye relative to that of the mandreldetermines the winding angle. For pressure piping, a windingangle of t 550 is normally used. Modern winding machines arenumerically controlled to lay down a precisely controlled numberof covers of reinforcement. For chemical resistance, pipes areusually provided with a resin rich inner linen This is appliedto the mandrel in the form of a non-woven scrim, soaked in resin.The reinforcement in the scrim may be either C-glass of non-woven polyester fabric.

Filament winding is not limited to simple cylindrical shapes:pipes with bell ends may be wound, as may pressure vessels orstorage tanks with wound in ends. Large structures such asstorage tanks and silos may also be produced by filamentwinding. In some cases as with large tanks, the process may besimplified to one of hoop winding, to minimise the rate at whichthe feed eye must transverse the mandrel. When this is done,spray lay-up of randomly oriented fiber's is often employed inaddition to the hoop winding to give the structure the necessarytransverse strength.


10

The process is not limited to axi-symmetric structures:prismatic shapes and more complex parts, such as tee-joints maybe wound on machines equipped with the appropriate number ofdegrees of freedom. Complex shapes which have beensuccessfully filament wound include rocket motor casings1 aircraftfuselages and railroad hopper cars.

In the introduction of pipework, impregnated lows are wound ontowaxed, preheated steel mandrels. After winding these areremoved from the machine to an oven for curing and post curing,during which the mandrel is continuously rotated to maintainuniformity or resin content around the circumference. After curing,the pipe is removed from the mandrel, either by a hydraulicextractor or by the application of internal pressure. Although mostfilament winding operations are batch processes, it is possible tofilament wind continuous pipework.

Figure 3. Scheme of the filament winding process

RECIPROCAL FILAMENT WINDING PROCESS

Source 1994 Marinetech Research, Project CP 275, General Principalsand Guidance for the Application of Glass Reinforced CompositesOffshore.

Edited by : D.A. Spagni and A.G. Gibson.Contributors: M.J. Cowling, T. Hodgkiess, T.Y. Reddy.

Fiberglass-Composite Pipe Group division EuropeP.O. Box 6 - 4191 CA Geldermalsen - Holland

tel. +31 345 587 587 - fax +31 345 587 561email: [email protected]

Ameron Calculation Manual for

Bondstrand® GRE Pipe Systems

INDEX

1. Introduction

2. Pipewall Thickness based on internal pressure

2.1 Wall thickness

2.2 Diameter

2.3 Dimensional pipe properties

3. Trust force due to temperature and variation in length

3.1 Length Change

3.2 Thrust

4. Support and guide spacing

5. Pipe bending radius

6. Collapse resistance for liquid

7. Pipe-ring stiffness

8. Waterhammer and surge

9. Headloss or pressure drop for liquid flow

10. Literature

11. Legenda

Calculation Manual for Bondstrand® GRE Pipe Systems

Technical Bulletin 3July 1997

2

1. Introduction In this Technical Bulletin an overview is given of commonlyused formulas in relation with Glassfibre Reinforced Epoxypiping.

2. Pipe wall thickness The minimum required wallthickness of the pipe is based ondesign codes as ASME and ANSI. To most products an inferiorliner is added, consisting of C-veil and resin.

3. Trust forces due totemperature, pressureand variation in length

On many occasions the pipe is fabricated to pressure as well asa varying temperature of the medium. Pressure variation willcause a length change if the product is unrestrained and due tothe Poisson effect an increase in pressure will shorten the pipe.This is alos mathematically explained. Expension andcontraction due to temperature variations and internal pressurewill either combined or individual result in thrust forces on theanchoring points

4. Support and Guidespacing

The formulas for the calculation of the optimal distance betweentwo supports or guide spacings for single, partial andcontinuous spans are given. The calculations take into accountdensity of the liquid and the weight of the pipe.

5. Bending radius A slight gradual change in direction or deviation of the pipe maybe obtained by using the flexibility of the pipe. In that case theallowable bending radius of the glass reinforced epoxy pipe canbe calculated

6. Collapse resistance forliquid

When the external pressure on the pipe may exceed theinternal pressure one has to take into account the collapseresistance of the pipe. This is ruled by equations which differsfrom those for internal pressure.

7. Pipe-ring stiffness To make calculations for earth and wheel-loads on buried pipe,values have to be used like STIS (= Specific Tangential InitialStiffness), STES (= Specific Tangential End Stiffness) and othervalues, as used in the U.S.A., Stiffness Factor and PipeStiffness.

8. Waterhammer andsurge

Changes in velocity of fluids cause changes in pressure.Especially when these velocity changes are sudden, they canresult in high forces, which may harm the piping system

9. Head loss or pressuredrop for liquid flow

Head loss or pressure drop can be calculated by using theHazen-Williams equation for water and the Darcy-Weisbach forlaminar flows, e.g. for oil. Head loss in fittings are calculated bydefining a corresponding pipe length.



3

1. INTRODUCTIONThis manual presents the calculations, used by Ameron tocalculate the various aspects related to glass reinforced epoxy(= GRE) pipe.

This will help the reader to understand the equations whichgovern certain common engineering cases of GREpipesystems. Also these equations can be used to make therequired calculations.

When making these calculations the input data should bebased on the physical mechanical properties, diameter andwallthickness of Ameron products by: The spreadsheetpresented by Ameron in its documentation gives these values.

2. PIPEWALL THICKNESS BASED ON INTERNAL PRESSURE

2.1 Wall Thickness The minimum pipewall thickness is calculated with the formulaaccording toASME / ANSI B31.3 [1] (Paragraph A304.1.2):

tDp

2sFs =+ p

(1)

ASTM D-2992 [2] uses the same type of formula to calculatethe hoop stress as follows:

σ = p(D - t )

2ta s

s(2)

The above mentioned formula has been rearranged to inducethe internal liner and is used by Ameron to calculate theminimum reinforced wall thickness of Bondstrand pipe asfollows:

Minimum reinforced wall thickness in [m]:

tp(d 2t )2 s p

p2

d t 2tsl s

s l=

+−

⇔ =+ +σ

σst(3)

Minimum total wall thickness in [m]:

t t t ts l a= + + (4)

2.2 Diameter Minimum outside diameter of pipe in [m]:

D d 2t= + (5)

Mean pipe wall diameter in [m]:

D d tm = + (6)



4

2.3 Dimensional pipeproperties

Cross section area of minimum pipe wall in [m2] :

( )A d tw = +π t (7)

Area of pipe bore in [m2]:2

b d0,25A π= (8)

Cross section area of min. structural wall in [m2]:

( )( )A d 2t t ts l s s= + +π (9)

Cross section area of inner liner in [m2]:( )A d t tl l l= +π , (10)

Weight of pipe per unit length in [kg/m2]:w A Ap s s l l= +ρ ρ (11)

Weight of fluid per unit pipe length in [kg/m1 ]:

f2

f d0,25w ρπ= (12)

Linear moment of inertia of the pipe [3] in [m4]:I I Il s lin= + (13)

Linear moment of inertia of the structural wall in [m4]:

( ) ( )( )4l

4sls 2td2t2td

64I +−++= π

(14)

Linear moment of inertia of the inner liner in [m4]:

( )( )44llin d2td

64I −+= π

(15)

Note! In case of calculating with the moment of inertia of thetotal wall thickness and the elasticity modulus of structural wall,the moment of inertia may be multiplied by 0,25, which is theapproximate ratio between the modulus of elasticity of the linerand the structural wall. The stiffness factor IE = Is Es + Ilin El = IsEs + Ilin Es 0,25 so I = Is + Ilin 0,25.

3. TRUST FORCE DUE TO TEMPERATURE AND VARIATION IN LENGTH

3.1 Length change Like in other types of pipe material, in unrestrained condition,Bondstrand fiberglass reinforced pipe changes its length withtemperature change. Tests have shown that the amount ofexpansion varies linearly with temperature, in other words thecoefficient of thermal expansion of Bondstrand pipe is constant[4, 5, 6].



5

Change in length due to thermal expansion in [m]:∆ ∆L L TT = λ (16)

Subjected to an internal pressure, a free Bondstrand pipelinewill expand its length due to thrust force at the ends of thepipeline.The amount of change in the pipeline is a function of pressure,pipe wall thickness, diameter, Poisson's ratio and the effectivemoduli of elasticity in both, axial and circumferential direction atthe operating temperature.

Change in length due to pressure in [m]:

∆L Lpd

4tD Epd

2tD EL

pd4tD E

(1 2EE

)p

2

m lc

2

m c

2

m lc

l

c= −

= −

µ µ (17)

The total length change is the sum of the change due totemperature and due to pressure.

The above shown equation for length change due to pressure,compared to the general equation:

∆L LP

A EL

p4

d

tD EL

pd4tD E

bf

w l

2

m l

2

m l=

=

=

π

π (18)

shows that, the length increase due to the bulkhead force isconsiderably reduced by the Poisson’s effect. The reductionmay amount to 50%, subject to the value 2µcEl / Ec , e.g. forSeries 2000: 2 x 0,56 x 11000 / 25200 = 0,49 (at 21°C).

3.2 Thrust Thrust due to temperature is principally independent of pipelength. In practice, the largest compressive thrust is normallydeveloped on the first positive temperature cycle. Subsequentlythe pipe develops both, compressive and tensile loads as it issubjected to temperature cycles. Neither, compressive nortensile loads, are expected to exceed the thrust on the firstcycle, irregardless the range of the temperature changes.In a fully restrained and blocked or anchored Bondstrand pipe,length changes induced by temperature change are resisted bythe anchors and converted to thrust [4, 5, 6].

Thrust due to temperature in [N]:( )F TA E T D t ET w l m l= =λ λ π∆ ∆ (19)

The theory of thrust due to internal pressure in a restrainedpipeline is rather complicated. This is because in straight,restrained pipelines with rigid joints, the Poisson's effectproduces considerable tension in the pipe wall.As internal pressure is applied, the pipe expandscircumferentially and at the same time tries to contract



6

longitudinally. This creates a considerable tensile force in thepipe wall, and acts to reduce the hydrostatic thrust on theanchors. In pipelines with elbows, closed valves, reducers orclosed ends, the internal pressure works on the cross sectionalarea of the ends. This thrust may be twice the effect ofpressure on the pipe wall.The thrust is independent of the run length or support spacing.

Thrust due to pressure in [N]:

F pA 1 2EEp b c

l

c= −

µ (20)

The concurrent effects of pressure and temperature must becombined for the design of anchors. Similarly, on multiple piperuns, thrusts developed in all runs must be added for the totaleffect on the anchors.

Thrust due to temperature and pressure in [N]:F F FTp T p= + (21)

Resulting force due to thrust from two pipelines meeting at anelbow or turn in the pipeline in [N]:

F 2sin2

Fe =

δ (22)

Force at a reduction in a straight run by the larger diameter in[N]:

( ) ( )F TE A A p A A 1 2EEr l bl bs wl ws c

l

c

= − + − −

λ µ∆ (23)

In a blocked or anchored pipe system the Poisson's effectcauses tension in the pipe wall which counteracts the pipethrust due to temperature. The tension in the pipe wall may bepositive or negative, subject to the direction of the temperature/ pressure change.

Thrust or tension in pipewall in a restrained blocked oranchored pipeline due to temperature change and pressure in[N]:

F TA Epd E2Ew w l c

2l

c= −

λ µ

π∆ (24)

∆LL E

FA E

FD E tl

p

w l

p

m l= = = =ε

σπ

(25)

Equation 20 is valid, and

∆LL

pd4tD E

1 2EE

2

m lc

l

c= −

µ (26)



7

As can be seen substituting and re-arranging gives equation20.

The product from equation 20

( ) ( )pA 2EE

pd2

EEb c

l

c

2l

cc−

⇔

−µ µ (27)

gives a negative sign, which is tension in the pipe wall causedby the Poisson’s effect, which counteracts the bulkhead forceexercised on the blocking or anchoring.

4. SUPPORT AND GUIDE SPACING

The distance between two succeeding supports, depends onthe parameters as load, moment of inertia and elasticity, aswell as the layout of the system. Local loads, such as heavyfittings heavy flange arrangements, valves vertical runs etc. aswell as changes in horizontal directions, may also affect thesupport distances.A long term deflection of 0,0127 m, is normally acceptable forappearance and sufficient for drainage.

Distance between supports for partial run [3, 7] in [m]:

L 1,24E I

wpb l

0,25

=

(28)

(Note! For imperial input resulting in inches this equation canbe used if 1,24 is replaced by 0,258).

For continuous span Lp may be increased by 20%, for singlespans Lp should be decreased by 20%, giving the same resultsas when using following equations:

Distance between supports for continuous run in [m]:

L 1,486E I

w c

b l0,25

=

(29)

Distance between supports for single run in [m]:

L 0,994E I

w s

b l0,25

=

(30)

Note! For imperial input resulting in inches these equations canbe used if 1,486 is replaced by 0,31 and 0,994 by 0,207.

Explanation of partial span

The general equations to calculate the maximum deflection ofa tubular body are for continuous span



8

f5wL384EIw

4

= (31)

and for single span

fwL

384EIw

4

= (32)

Taking 0,0127 m as deflection “fw”, these equations may be re-arranged to calculate the span as equation 29 and equation 30.The partial span equation 28 is the average between theequations 29 and 30, giving the same result as equation 29 ifincreased by 20% or equation 30 if decreased by 20%.If anchors are used at both ends of a pipeline, to restrict axialmovements, until a method of controls must be designed inorder to prevent excessive lateral deflection or buckling of pipedue to compressive load. Guides may be required inconjunction with expansion joints or expansion loops, to controlexcessive deflection.The guide spacing can be calculated by using the rearrangedEuler equation multiplied by 75%.

Distance between guides in [m]:

L 0,75 E I

TA E + pA 1- 2EE

gl l

w l b cl

c

0,5

=

πλ µ∆

(33)

The above equation solves for the maximum stable length of apipe column when fixed ends are assumed, which is reducedby 25% to develop the original portion of curves, now seen onlyin the smaller diameters, and to allow for non-Euler behaviournear the origin of the curve.Not only to resist buckling of the pipe as a column or "snaking"but to also adjust guide spacing to prevent excessive verticaldeflections due to weight, the length calculated by the Eulerequation, should be checked by using it in the followingequation of [4].

Vertical deflection in [m]:

ywL

2kPtan

kL where k

PE I

g

w

g w

b l

0,5

=−

−

=

4 4

kLg(34)

If "y" is less than -0,0127 m, the guide distance, Lg obtainedfrom the Euler equation is the recommended guide spacing.If "y" is greater than -0,0127m, a shorter length Lg should bechosen and used in the Roark equation until by trial and error afinal length, Lg, is determined that closely approximates a "y" of-0,0127 m.

Bending moments in the pipe due to deflection or buckling(using [4]) in



9

[Nm]:− =

−−

+ =−

−

Mw

k1

kL2

tankL and M

wk

kL2

tankL2

1 2

g

g2

g

g

2

(35

5. PIPE BENDING RADIUS

Knowledge about the bending radius is required for buried pipesystems, in order to know if the pipeline can follow an existingor projected curved pipe track. The minimum allowable bendingradius depends on temperature and pressure.

Minimum allowable bending radius [7] in [m]:

R0,5 E D

Bt b

l p=

−σ σ(36)

Actual axial stress due to internal pressure for BI-AXIAL loadedsystems in [N/mm2]:

σps

p4

dt

1= +

(37)

Actual axial stress due to internal pressure for UNI-AXIALloaded systems in [N/mm2]:

σps

p dt

= +

8

1 (38)

Notes:1. For allowable axial tensile stress 50 % is used of the axialbending strength shown in the pipe data sheets.Since Bondstrand pipe and joints can be loaded bi-axially,consequently most are used in that way. The minimum bendingradii shown in the pipe data sheets are based on bi-axialloading for that reason.

6. COLLAPSE RESISTANCE FOR LIQUID

Where pipes may be exposed to external pressure, such as intanks, buoyant systems, divers etc., the resistance againstcollapse may become determining.

Minimum Ultimate collapse pressure [3] in [Pa= N/m2] if pipe issufficiently long:

( )( )p 2E t

1 dt d

p 12Ec

c s3

c l3 s

c c l

c

13

=−

⇔ =−

µ µµ µ

(39)

Note! To give sufficient resistance against an externalpressure of 1 bar, 0,75 is a well accepted factor. For pipesused in marine environments, such as at bottoms of sea goingvessels a factor of 0,3 is used to resist 3 bar or 30 m watercolumn with a sufficient safety.



10

The effective circumferential moduli of elasticity for externalpressure loading, have been determined by a combination oftheoretical and empirical data.

Temperature Cº T 21 66 93 121ElasticityMN/m2 Ec 25200 22100Modulus2400 based pipeElasticityMN/m2 Ec 25300 22000Modulus3400 based pipe

7. PIPE - RING STIFFNESS

Stiffness data are used in calculations of earth- and wheel-loads on buried pipe [8].

STIS and STES according NEN 7037.

Specific Tangential Initial Stiffness, STIS [9], in [N/m2]:

STISE ID

E12

tD

c w

m3

c

m

3

= =

(40)

Specific Tangential End Stiffness, STES, in [N/m2]:STIS STES= αβ (41)

Pipe Stiffness (acc. ASTM-D2412 test [10]), PS, in [psi]:

PSF

ypr=

∆ (42)

Stiffness Factor (acc.ASTM-D2412 [10]), SF, in [inch2.lb/inch]:

SF 0,149r PS E I Et12m

3c w c

3

= ⇔ = (43)

Relation between STIS [N/m2] and SF [inch.lb]:

SF 8,848D STIS STIS 0,113SFDm

3

m3= ⇔ = (44)

Relation between STIS (N/m2) and PS [psi]:PS 475,14STIS STIS 0,002105PS= ⇔ = (45)

8. WATERHAMMER AND SURGE

Changes in velocity of fluids cause changes in pressure.Especially when these velocity changes are sudden they canbe harmful to the piping system.Velocity changes may be caused by movement of valves,starting and stopping of pumps, closure of check valves, oreven pipe rupture elsewhere in the system, and are calculatedusing the Joukowski equation [11].



11

Pressure change in meter waterhead:

∆ ∆p =cg

v (46)

The pressure wave velocity in a closed pipe system dependson fluid characteristics, pipe dimensions and the elasticitymodulus of the pipe wall. Calculating the pressure wavevelocity “c” can be done using the Talbot equation.

Velocity of pressure wave in a closed pipe conduit in [m/s]:

0,5

scf tE

dK1

1c

+

=

ρ

(47)

The pressure change ∆H, added to the highest occurringworking pressure in the system should not be higher than 1,5times the maximum system design pressure.

If a valve is closed within the time of one wave cycle, i.e. fromthe closed valve to the other end and back, then water hammershould be calculated on the basis of instant valve closure.

Time of one pressure wave in [seconds]:

tw =2L

cw (48)

As can be seen, increase of tw will decrease c and decrease ∆psubsequently.

So the longer the wave cycle, the smaller the pressure shock.

Delayed closure time:The hammer pressure rise pv caused by taken into account avalve closure of Tv seconds can be calculated as follows

pv = 2∆pLT

w

v (49)

ptot = +p pv (50)

9. HEADLOSS OR PRESSURE DROP FOR LIQUID FLOW

Head loss for liquid flow often can be obtained out of chartsand tables. However also there are rather simple ways tocalculate the head loss.A very simple method to calculate the head loss was developedby Hazen and Williams. This method may be used for water ina temperature range of 0°C to 37°C (imperial: 31°F to 100°F).

Head loss for liquid flow in m of water column / 100 m pipelength (imperial: ft of water/100 ft) using the HAZEN-WILLIAMSequation with a Hazen Williams factor C = 150 for Bondstrand



12

pipe:For S.I. input: H 0,1007

Qd

and for Imperial input: H 0,0983Qdl

1,852

4,865 l

1,852

4,865= = (51)

Another way of calculating this head loss is using theDarcy-Weisbach equation. This method is more complicatedthan the Hazen-Williams method, but has the advantage that itcan also be used for other temperatures and other liquids. TheDarcy Friction Factor is variable, subject to the ReynoldsFigure, this complicated the use of the method.

Head loss for liquid flow, in m of water column / 100 m pipelength (imperial: ft of water/100 ft), using theDARCY-WEISBACH equation:

H fLv2dgl

2

= (52)

Darcy Friction Factor for laminar flow(Re<= 2000)

f64Re

= , and (53)

Darcy Friction Factor for turbulent flow(Re=> 4000):

f 0,0055 1 20000ed

10Re

613

= + +

(54)

Reynold's number:

Revd vd

= =ν

ρη

f , and (55)

Velocity of liquid flow:

vQ

AQ

0,25 db2= =

π

Temperature Cº/ºF T 0/32 4/39.1 10/50 20/68Density kg/m3 r 999,87 1000 999,72 998,2

lb/ft 62,42 62,43 62,41 62,16Absolute 10-6 N s/m2 h 1794 1568 1310 1009Viscosity10-6 pdl s/ft2 1205 1053 880 678Kinematic 10-9 m2/s ν = η/ρf 1794 1568 1310

1011Viscosity10-9 ft2/s 1931 1687 1410 1088

Temperature Cº/ºF T 30/86 40/104 60/140 100/212Density kg/m3 r 995,7 992,2 983,2 958,4

lb/ft 62,16 61,94 61,38 59,83Absolute 10-6 N s/m2 h 800 653 470 284Viscosity10-6 pdl s/ft2 538 439 316 191Kinematic 10-9 m2/s ν = η/ρf 803 658 478

296Viscosity10-9 ft2/s 865 709 514 319



13

The head loss in joints and fittings can be calculated using thesame method as used for pipe after defining the equivalentlength.

The equivalent length LE can be obtained using the chart forequivalent length of Bondstrand fittings. This chart wasdeveloped for fittings with a resistance coefficient "K" of 1 andwater as fluid. Subject to the configuration of the fitting, theresistance coefficient "K" varies and can be obtained from thetable "Resistance Coefficients for fittings". Multiplying Le by Kgives the real equivalent pipe length of the fitting.

Real equivalent pipe length of fitting with water as fluid in [m]:L K LE r e= (57)

Real equivalent pipe length of fitting with other fluids in [m]:

LK d

fEr= (58)



14

10. LITERATURE .

[1] ASME B31.3 / ANSI, an american national standard ASMEcode for pressure piping, B31.

[2] ASTM-D-2992, Standard practice for obtaining hydrostaticor pressure design basis for “fiberglass” (glass-fiber-reinforcedthermosetting-resin) pipe and fittings.

[3] Roark R.J., Formulas for Stress and Strain, Singapore,1976

[4] Hoa S.V., Analysis for Design of Fiber Reinforced PlasticVessels and Pipings, Lancaster, Pennsylvania, 1991

[5] Heißler H., Verstärkte Kunststoffe in der Luft- undRaumfarhttechniek. Eyerer von P., Kunststoffe und Elastomerein der Praxis, Kohlhammer, Stuttgart, December 1996.

[6] Vinson J.R., Sierakowski R.L., the behaviour of structurescomposed of composite materials, 1987.

[7] Mönch E, Einführungsvorlesung Technische Mechanik,Wien, 1973.

[8] Algra E.A.H., Mechanische Aspekte bei drucklosbetriebenen, erdverlegten GFK-Rohren, Delft.

[9] NEN 7037, Glass reinforced thermosetting plastics pipesfor drain and sewer- requirements and test methods.

[10] ASTM-D-2412, Standard test method for determination ofexternal loading characteristics of plastic pipe by parallel-plateloading, 1993.

[11] Tyler G. Hicks P.E., Hicks D.S., Standard handbook ofengineering calculations, United States, 1972

11. LEGENDA

α : creeping factor for pipe material

β : altering factor of pipe material

ε : strain rate

η : dynamic viscosity Ns/m2 = 103 centipoise

λ : coefficient of thermal expansion in axial direction in m/m/ºK [in/in/ºF]

∆L : sum of the change in length due to temperature and due to pressure

∆LT: change in length due to thermal expansion [m]

∆Lp: change in length due to pressure

∆p : pressure change

µ c : poisson's ratio (contraction in longitudinal direction due to strain in hoop direction)



15

µl : poisson's ratio for (contraction in hoop direction due to strain in longitudinal direction)

ν : kinematic viscosity m2/s = 106 centistoke

ρf : density of fluid material in kg/m3 [lb/inch3]

ρl : density of the liner material in kg/m3 [lb/inch3]

ρs : density of the structural pipe wall in kg/m3 [lb/inch3]

σ : hydrostatic design bases (H.D.B.) in N/m2 = Pa [psi]

σl : allowable axial tensile stress in N/m2

σp : actual axial stress due to internal pressure in N/m2

∆T : change in temperature in ºK or ºC; ( ºF)

A b : cross sectional area of pipe bore m2 [inch2]Abl : cross sectional area of larger pipe bore in m2 [inch2]Abs : cross sectional area of smaller pipe bore in m2 [inch2]Al : cross sectional area of inner liner in m2 [inch2]As : cross sectional area of minimal structural wall m2 [inch2]A w : cross sectional area of pipewall in m [inch]Awl : cross sectional wall area of larger pipe in m2 [inch2]Aws : cross sectional wall area of smaller pipe in m2 [inch2]

c : velocity of pressure wave in the pipe conduit in m/s [in/s]

D : minimum outside diameter of pipe in md : inside diameter of pipe in mDa : average reinforced outside diameter in mDm : mean diameter of pipewall in m [inch]

e : absolute roughness of internal pipe wall in m; [ft or inch].Eb : elastic beam modulus acc. ASTM D-2925 in N/m2 =Pa;

(psi)Ec : circumferential modulus of elasticity in N/m2 = Pa [psi]El : longitudinal modulus of elasticity in N/m2 = Pa [psi]EI : stiffness factor per unit length of pipe wall in inch2-lbs/inch

f : Darcy Friction Factor - dimensionlessfw : deflection of a tubular bodyF : service (design) factorFe : resulting force due to thrust from two pipelines meeting at

an elbow or turn in the pipeline in [N]Fp : thrust due to pressureFpr : load applied pipe ring inch.(lbf/m3)Fr : force at a reduction in a straight run by the larger diameter

in [N]FT : thrust due to temperatureFTp : thrust due to temperature and pressureFw : thrust or tension in pipewall in a restrained blocked or

anchored pipeline due to temperature change and pressure

g : acceleration by gravity in m/s2 [in/s2]

Hl : head loss

Il : linear moment of inertia of pipe in m4; [inch4]



16

Ilin : linear moment of inertia of the inner liner in m4; [inch4]Is : linear moment of inertia of the structural wall in m4; [inch4]Iw : inertia moment of pipe wall in inch3

k : thrust stiffness relation factor - dimensionlessK : bulk modulus of fluid compressibility in N/m2

Kr : resistance coefficient of fitting - dimensionless

L : initial length of pipeline in m [inch]Lc : distance between supports for continuous runLe : equivalent pipe length, obtained from chart in m [ft]LE : real equivalent pipe length of fittingLg : distance between guides in m; [inch]Lp : distance between supports for partial run in m; [inch]Lw : length of the closed section of the pipe conduit in m;Ls : distance between supports for single run

M : bending moments in the pipe due to deflection or buckling using [4] in [Nm]

p : internal design gage pressurepc : minimum ultimate collapse pressurePbf : bulkhead forcePtot : total pressurePv : hammer pressure caused by valve closurePw :λ∆TA in meters (inch)

Q : rate of flow or debit in m3/s; [ft3/s]

RB : minimum allowable bending radius in [m]Re : Reynolds number

s : design stress

t : total wall thickness in m [inch]ta : allowance for ring stiffness, external pressuretl : thickness of internal liner in m [inch]ts : minimum reinforced wallthicknes in mtw : time of one pressure waveT : temperatureTv : valve closing time [sec.]

v : fluid velocity in m/s; (ft/s)∆v : change in fluid velocity in m/s

w : total uniformly distributed load in N/m; [lb/in]wp : weight of pipe per unit length in [kg/m2]

y : vertical deflection∆y : deflection of inside diameter in inch

Bondstrand®Guide for Installing

Buried PipeIntroduction be initiated prior to accepting the ship- 1.7 For work on the pipe, such asTo ensure long life and trouble-free ment. Under shipping procedure, title cutting, preparing ends, or cleaning,service from a piping system, proper passes at the time of shipment. two-point support is recommended forapplication of the essential principles of 20-foot lengths, and three-point supportexcavation, laying and jointing, bedding 1.2 Do not throw or drop pipe and for 40-foot lengthsbackfilling and field testing is required. 'If fittings-protect from all types of impact. Note: Do not place supports under bells,pipe is installed by a contractor it is Bondstrand may he damaged by careless spigots or factory-made joints.equally essential that these principles be handling, sometimes without exhibitingreflected in the phrasing of contract visible effects on the pipe surface. 2. Assembly of Pipe and Fittingsdocuments and that the customer enforce 1.3 Pipe or pipe bundles may be storedthem through its inspection. for extended periods in stacks up to 4 2.1 Prepare and assemble BondstrandThe recommended practices presented in toot high. The sides must be stabilized to Quick-Lock® joints in accordance withthis guide for the installation of buried prevent slumping. A leveled, soft earth the Bondstrand Assembly Instructions, using

Bondstrand pipe are developed from the surface free of rocks and other hard or special care to keep joint surfaces cleantwo basic concepts outlined below. Both sharp objects is recommended. If stored and dry.should be rigorously maintained to obtain in racks or on bearing boards, the Note: Be sure all pipe assemblers arebest results. supports should beat least 3 inches wide thoroughly trained in Bondstrand

and smooth or cushioned. The supports assembly procedures, and recognize theFirst, the manufacturer's recommonda- should be placed at two locations importance of using proper techniques.tions for assembling pipe sections and approximately 4 or 5 foot from each endcuring the joints should be carefully for 20-foot lengths. For 40-foot lengths, 2.2 Position pipe on timbers across ditchfollowed. Second, each section of pipe 4 supports should be used with two of as shown in figure below. Block intoshould have its support well distributed them placed approximately 4 or 5 feet position to hold alignment and preventunder the pipe rather than concentrated from each end and the other two placed lateral movement. For larger diametersat points or along a narrow portion of the at 10-foot intervals to support the middle the use of a winch is recommended topipe bottom. This is accomplished by of the pipe. assemble and hold joint as illustrated inproviding proper bedding. Bondstrand Assembly Instructions

1.4 Follow normal procedures forThese instructions are intended to be stringing pipe along work site, placing Positioning Pipe Over Ditchused as a guide and should be amended pipe where it will be protected fromof a specific job. Because any specifica- traffic and impact.tion should be properly administered andand expanded to meet the requirements 1.5 Pipe supplied in 20-foot lengthsenforced, there is no assurance-specific should be lifted and carried at the centeror implied-that inclusion of these by hand or using webbed straps or ropeparagraphs in a specification will insure If handled at the ends, avoid touchinga successful job; however, they should and contaminating the joining surfacesassist materially in accomplishing this 1.6 Pipe supplied in 40-foot lengthsobjective. should be lifted (and carried) at two1. Receiving, Storing and Handling of points about 10 feet from each end UsePipe rope or web slings for mechanically lifting1.1 Inspect incoming shipments of the pipe. Weight of 40-foot lengths areBondstrand pipe and fittings for abuse in Diameter Weight (40 ftshipping. Broken pipe bundles, crushed (in.) length) lbfittings boxes, scratched and gouged pipe 4 75and pipe with crushed or split ends are 6 120evidence of such abuse. If abuse is 10 215and pipe with crushed or split ends are 8 170evident, damage claims procedures must 12 250

©Ameron 1994 FP 278 12/95 supersedes BEG-3 05/94. Printed in Holland

3. Placing Pipe in Ditch "flotation" of the buried pipe ifPipe Mid-Ordinate Bending hydraulic methods of consolidation are

3.1 Join the pipe sufficiently in advance Diameter to 100-ft Radius used in cohesionless soils.of the pipe lowering operation so that no (in.) Chord Length (ft)movement of the pipe will take place at (ft) 4.5 Backfill shall be deposited in 6-inchlocation where joints are being cured. 2 16.5 84 maximum layers to a point at least twoAny vibration or movement of uncured 3 10.5 124 feet above the top of the pipe, each layeror partially cured joints will increase the 4 8.1 159 being compacted with suitable tampers torisk of joint failures 6 5.3 235 85% of maximum density as determined

8 4.1 30510 3.2 381

3.2 With power equipment or manpower, 12 2.7 451 in accordance with ASTM Dl 557 forraise the pipe slightly to slide the timber Curvature may be vertical, horizontal, or cohesive soils, or to 70% relative densitysupport from under the pipe. Lower the a combination of these. Restraints, if in accordance with ASTM D2049 forpipe into the ditch. Do not drop or lower required for alignment control, shall each cohesionless soils which fail to producesuddenly (see fig. below). Repeat the bear along a minimum of 4 inches of pipe a well-defined, moisture-densityabove operation at each support Use surface relationship when tested in accordance

with ASIM Dl 557. Compacting shall berope or webbed sling for lifting pipe done so as to avoid damage to pipe wall.If manpower is used, it is suggested that Remainder of backfill shall be placed astwo men be used for lifting and lowering directed by the engineer.6-inch pipe, and four men be used for the8-inch and 10-inch pipe. In place tests of soil density are made in

accordance with ASTM Dl 556 or ASTMD2167Note Mechanical compactors may be

4 Bedding and Backfill used provided harmful shock loads are4 1 Bedding in the pipe zone should be not transmitted to the pipe. Maintainingsand and must not include rocks larger a space of at least one foot betweenthan 3/8 inches or sharp rocks of any size tamping feet and pipe wall should avoidin direct contact with the pipe wall. Sand damage to the pipe wall.bedding under the pipe should be aminimum of 2 inches in thickness. Sand 4.6 Where live load conditions do notshall pass a 3/8-inch screen and not more exceed the conventional H20-S16

~ than 15% shall pass a No.200 sieve. loading, minimum depth of burialmeasured from top of pipe should be

- - N 4.2 Accurately grade the trench bottom three (3) feet for all diameters. At roadand sand bed to provide uniform bearing crossings where the loading exceedsand support for each section of pipe H20-516, the pipe must be buried deeper,

~ (Lowering Pipe Into Ditch along its entire length. (This will require or consideration must be given to the useMaximum Depth of 5 ft ) a shallow depression for bells and of a casing pipe. If casing is required, the

couplings.) The grade shall have no use of collars or sleeves is suggested toabrupt changes in direction or slope provide protection for the pipe exterior.

3.3 Should the depth of the trench except at fittings. The pipe manufacturer will supply datameasured from the top of the supports 4.3 Do not cover the pipe joints until all on increased depth of burial upon requestupon which the pipe is assembled to the required pressure tests are performed. provided complete loading and soiltrench bottom exceed 5 feet, do not conditions are submitted by the customerlower the pipe into the trench by the 4.4 Sand shall be uniformly compacted for an engineering analysis.method outlined in 3.2 as t may around the pipe with particular care givenoverstress the pipe. It shall be the to the bedding beneath the haunches of 5 Thrustscustomer's responsibility to submit the pipe. Sand may be densified byspecific laying conditions (trench depth, hydraulic methods if the native soil in 5.1 Evaluation of the need for thrusthandling equipment, pipe diameter, etc.) which the trench is excavated is free blocks is the responsibility of theto Ameron for an evaluation and draining. If trench is not free draining, engineering agency designing the system.recommendation for trench depths in placement of damp sand will facilitate Decision will depend on the exposure toexcess of 5 feet. compaction. Sand bedding and backfill temperature change, surges of internal

should extend a minimum of 6 inches pressure and geometry of the pipeline3.4 Pipe may be placed in the ditch on a above the pipe. layout. For each of these factors, singlycurved alignment provided the curvature or in combination, the effect ofin the installed pipe is uniform and does Note: Filling the pipeline with water or movement and thrusts on the pipe jointsnot exceed the following: other means shall be used to prevent and fittings must be evaluated.

(Additional information is found in Safe Bearing Pressure of SoilsBondstrand Engineering Guides.) Reducers______ ____________________

3x2 235 8x 6 1100 Sp5.2 Temperature changes produce stress 4 x 2 505 10 x 6 2650 Soil Safein buried pipe which is restrained by 4 x 3 270 10x 8 1550 Bearingfriction of the surrounding bedding, by 6 x 3 1150 12 x 8 3350 (lbs/ft2)passive soil pressures at fittings, or by 6 x 4 875 12 x 10 1800 Rock, hard thick layers 400.000thrust blocks. Forces developed at 8 x 4 1975 Rock, equal to good masonry 50,000fittings in fully restrained pipe are Rock, equal to best brick 30,000tabulated below. Rock, equal to poor brick 10,000

Clay, always dry 8,0005.4 Valves should normally be blocked as Clay. fairly dry 4.000

Thrust in Pounds-Force at Fittings Due to indicated in 6.8 to support their weight, Clay. soft 2,000140ºF Temperature Change in Epoxy Pipe resist their thrust and to prevent excessive Gravel, coarse sand, firm 16,000 loads on the pipe connections because of Sand, compact, firm 8,000Nom, applied torque Sand, clean, dry 4,000Dia. At Tees 90º 45º Quicksand. alluvial soil* --(in.) or Ends Elbows Elbows *Piles or tie rods may be required in loose or soft soils. particularly when below the water2 1,880 2,660 1,440 5.5 Thrust blocks are required at table.3 2,830 4,000 2,170 hydrants and at 6-inch or larger diameter4 4,550 6,430 3,480 tees and elbows for fire water mains 6.3 Bearing area required is computed6 6,760 9,560 5,170 regulated by Factory Mutual Insurance using the formula8 9,710 13,700 7,430 .:10 12,200 17,300 9,340 6. Thrust Blocks-Design and Where:12 14,500 20,500 11.100 Construction At = Bearing area of thrust block inInitial temperature = 60º F; operating square foottemperature = 200ºF 6.1 Once the applied thrusts are R = Reaction in pounds5.3 Hydrostatic thrusts at fittings depend determined, the designer of thrust blocks Sp = Allowable soil bearing pressure inon the degree of restraint on the pipe must consider soil strength, soil stability Pounds per square feetbonded to those fittings. In a fully and location of the water table. Blocksrestrained pipe (blocked against must have (1) adequate bearing area to 6.4 Thrust blocks for Bondstrand pipemovement at both ends) with all joints resist the soil thrust, (2) bearing surface systems should be poured afterbonded, the Poisson effect produces against undisturbed soil and (2) the hydrostatic testing of the pipe. This willconsiderable tension in the pipe wall; resultant thrust vector passing perpendicu- allow for clear visual inspection of allthat is, as internal pressure is applied, larly through the center of the bearing fitting joints during the test. To retainthe pipe expands circumferentially and surface (except for valves as in 6.8). pipe in proper alignment while testing,at the same time trios to shorten longi- Should the soil be unstable or the the placement of sand bedding andtudinally. This tensile force in the installation below the water table, the backfill per 4.4 may be required. JointsBondstrand pipe wall acts to reduce by engineer will have to make special may be left exposed for observationabout 50 percent the hydrostatic thrust provision to ensure stability. during test.on a fitting. Hydrostatic thrusts atfittings in fully restrained systems may be 6.5 Thrust blocks should be shaped withobtained for 100 psi pressure from the It is important 50 note that any connecting the "designed bearing area" against virginfollowing table and determined for other metallic pipe must be anchored at the point of earth of thepressures by proportion. connection to the RTR pipe to prevent exces- trench wall.

sive Stresses being transferred to the RTR pipe. Smaller blocksHydrostatic Thrust in Pounds-Force at using a dry mixBondstrand Fittings Caused by 100 psi may be shaped byPressure in a Fully Restrained System hands but larger

blocks (2 squareNom. Elbow feet or greater)'Dia. 45º will require forms

(in.) Tee 90º 45º Lateral 2 170 245 130 170 The trench should be undercut beneath3 405 575 310 405 the pipes at least 6 inches to give4 675 950 515 675 additional thrust resistance and to6 1550 2200 1200 1550 provide for an adequate concrete8 2650 3750 2050 2650 envelope around the fittings. At least 6

10 4200 5950 3200 4200 6.2 Safe bearing pressures for several soil inches of concrete should be over the top 12 6000 8450 4600 6000 conditions are as follows: of the pipe.

Sp

RAt =

The center of the thrust block should 7.3 When connecting Bondstrand to acoincide with the horizontal centerline of metal piping system, anchor metal line tothe pipe avoid stress transfer to Bondstrand.

7.4 Support valves independently of thepipe

8. Field Tests-Using Fluids

8.1 Pneumatic tests are not recom-6.6 Unless otherwise specified by the mended because of safety considerations.engineer, an acceptable concrete is 1 partPortland cement 2 parts washed sand and 8.2 All free air in the Bondstrand pipe3-parts washed gravel with enough water - ~ must be replaced by the test fluid.for a relatively dry mix The dry mix is Provide taps for air and vapor removal ateasier to shape and offers higher strength 7. Manhole Penetrations and Connections all high points in the system.

Important notice6.7 It is important that the concrete be 7.1 Bondstrand piping shall be laid in This literature and the information and"worked" thoroughly around the elbows such a manner as to bypass manholesfor maximum surface contact. Jake care unless the drawings indicate otherwise. recommendations it contains arethat entire area between the fittings and When Bondstrand pipe extends through based on data reasonably believed tothe freshly cut trench wall is filled with a concrete wall, it shall be fitted into be reliable. However, such factors asconcrete and free of voids. a metal pipe sleeve a minimum of two variations in environment, application

inches larger in diameter than the or installation, changes in operatingMaintain at least a 2-inch space between Bondstrand pipe size. The opening procedures, or extrapolation of dataconcrete vibrators and pipe or fittings between the metal pipe sleeve and the may cause different results. Ameronwhile compacting concrete. Even indirect Bondstrand shall be caulked with a makes no representation or warranty,contact through concrete aggregate may waterproof compound which will dry to express or implied, includingdeliver excessive impact loads; this must a firm but pliable mass warranties of merchantability or fitnessbe avoided. for purpose, as to the accuracy,

adequacy or completeness of the6.8 Valve blocks should be poured under recommendations or informationvalves with the necessary steel that can be contained herein. Ameron assumes noconnected to the liability whatsoever in connectionvalve. This sup- this literature or the information orports the weight recommendations it contains.of the valve and resists any torque Written comments regarding thisor twisting action document are invited. Please writecaused by opening Engineering Manager, Ameronand closing of the Fiberglass Pipe Division.valve.6.9 Thrust blocks for a crossover should 7.2 Flange connections shall bebe poured so that the crossover is assembled in accordance with Bondstrandencapsulated. Flange Assembly Instructions.

Fiberglass Pipe Group Fiberglass Pipe Division Fiberglass Pipe Division Fiberglass Pipe DivisionHeadquarters The Americas Europe AsiaP.O. Box 801148 P.O. Box 878 Ameron B.V. Ameron (Pte) LtdHouston, TX 77280 Burkburnett, TX 76364 RO. Box 6 No. 7A, Tuas Avenue 3U.S.A. U.S.A. 4190 CA Geldermalsen JurongPhone: (+1) 713 690 7777 Phone: (+1) 940 569 1471 The Netherlands Singapore 639407Fax: (+1)7136902842 Fax: (+1)9405692764 Phone: (+31)345587587 Phone: (+65)8616118Internet: www.ameron-intl.com Fax: (+31) 345 587 561 Fax: (+65) 862 1302/861-7834


■ DURABLE AND CORROSION RESISTANTLonger service life

■ LIGHTWEIGHT – EASY TO INSTALLNo need for heavy equipment

■ REDUCED COSTSLess than schedule 80 carbon steelDoes not require protective coatings

■ ELECTRICALLY SHIELDEDWhen grounded properly, prevents excessive accumulationof static electricity

The many advantages of AmeronGlassfiber Reinforced Epoxy (GRE)pipe systems

Durable and corrosion resistantAmeron GRE piping is inert to internalcorrosion from chemicals, crude oil,residues, injection water and bacteria.Similarly it resists exterior corrosion evenin aggressive environments. Cathodicprotection is not required.

Lightweight – easy to installGRE pipe systems, being just a quarter toan eighth the weight of comparable steelpipe, are easy to install without the needof heavy equipment.

Reduced costsThe installation cost of GRE pipe systemsare typically 80% of the costs of carbonsteel. The corrosion resistance andresistance to UV light reduce themaintenance costs for both above-ground and buried pipelines. The smoothinternal surface reduces the head lossresulting in lower pump energyconsumption.

Ameron Glassfiber Reinforced Epoxy(GRE) pipe systems – the costeffective alternative

Ameron Glassfiber Reinforced Epoxy(GRE) pipe systems represent the cost-effective alternative to corrosion-pronemetallic piping and non-reinforcedthermoplastics. Reduced installation andmaintenance costs, longer service life andthe ease of relocation are just a few ofthe advantages of the glassfiber pipingtechnology.

Complete piping systemsAmeron offers more than just pipesegments. Complete piping systems in avariety of diameters and pressures formany different application areas areavailable. Including a choice of jointsystems, such as adhesive-bonded,mechanical as well as threaded jointsystems and flanges.Ameron glassfiber reinforced epoxypiping is available in diameters up to1000 mm (40 inch), pressures classes up to245 bar (3500 PSI) and standard lengthsup to 12 m (40-feet).

IND

USTR

YM

ARI

NE

OIL

AN

D G

AS

OFF

SHO

REFU

EL H

AN

DLI

NG

BONDSTRAND ® GLASSFIBER REINFORCEDEPOXY (GRE) PIPE SYSTEMSBONDSTRANDEPOXY (GRE)

Our corrosion-resistant pipe systems can be used ina wide range of applications. From generalindustrial services and oil & gas, to offshore, marineand fuel handling. Also special pipe systems weredesigned for fire protection and caissons foroffshore platforms.Typical application areas are:

WIDE RANGE OF APPLICATIONS

INDUSTRY● Chemical processing● Corrosive liquid transmission● Desalination● District heating● Fire water / fire protection● Food, medical and cosmetic applications● Steam condensate return● General water service● Brine transmission

OIL & GAS● Flow lines● Oil & gas gathering● Oil & gas transmission● Water injection and separation● Salt water disposal● Water transmission● Tubing & casing● Fire water / fire protection

OFFSHORE● Cooling water● Fire water / fire protection● Produced water● Potable water● Drainage● Sewerage● Caissons / column piping

MARINE● Ballast● Cargo● Crude oil washdown● Effluent● Fire water / fire protection● Inert gas transmission● Sanitary service● Vent

FUEL HANDLING● Fuel depots● Jet fuel handling● Service stations

Duplexmax. 3.0min. 1.35

Bondstrandmax. 1.85min. 0.9

PAmax. 2.0min. 1.25

PEmax. 1.6min. 1.0

Compared installed cost of a150mm (6”) 75 bar (1050 PSI)pipe system.The cost of carbon steel istaken as 100%.

BONDSTRAND®

THE COST-EFFECTIVEALTERNATIVE

Carbon steel1.0

IT CAN TAKETHE HEAT

■ Maximum installed cost■ Minimum installed cost

Epoxy pipeBondstrand can be used for systems which are normallywater filled without additional passive fire protection.Fire exposure will cause the outer surface of the pipe tochar, but the inner piping is able to perform, stabilizedby the water.

Epoxy pipe with intumescent coatingFor dry services where epoxy pipe is preferred, an outerlayer of passive fire protection can be used.Intumescent coatings can be applied in the field(unreinforced) or in the factory (reinforced orunreinforced) to provide the fire endurance needed.The coating also provides very high resistance todamage and may be considered for areas where thepiping is vulnerable to impact.

Flame-retardantFlame-Retardant means the ability to retard burning andextinguish the flame once the flame source is removed.Bonstrand pipe meets rigorous requirements withrespect to flame spread and fire endurance.

IT CAN TAKETHE PRESSURE

Bondstrand® and Centron® pipe systems arecost-effective solutions for high-pressure pipelinesystems for oil and gas services such as gatheringlines, subsea flow lines and water injection lines.

Bondstrand® SSLWith a new revolutionary technology ofencapsulated high-tensile steel in a GRE jacket,Bondstrand® SSL enables operating pressures up toalmost 400 bar (5750 PSI), far higher thanconventional non-metallic materials. Ideal for themost demanding applications in corrosiveenvironments including carrying crude oil, salt andsour water.

Bondstrand® 3400, 3400 XL and Centron®

The technically advanced filament woundconstruction of Bondstrand® 3400, 3400 XL andCentron® SP/SPH pipes allows for tubing andcasing with deep hole capabilities over 3 km(10.000 ft.) and operating pressures of up to245 bar (3500 PSI).

■ Fast, reliable make-up, no adhesive required■ Flow characteristics 1.5 times better than

comparable steel■ Low solids build-up and low pressure drop■ Excellent resistance to abrasion and wear■ Exceptional corrosion resistance■ Exceptional pressure and axial load capabilities

IT CAN TAKE ITBondstrand® is corrosion and chemical resistant*. It isinert to bacterial growth and does not deteriorate withage, maintaining excellent flow characteristics during thelifetime of the system. The low absolute roughness ofthe inner surface and the large cross-sectional area resultin a significantly lower pressure drop than for examplesame size Schedule 40 carbon steel. The epoxy resin/fiberglass matrix never requires cathodic protectionagainst corrosive soil conditions and stray currentelectrolysis.

* A full listing of corrosion resistance capabilities is available

QUICK-LOCK®

An adhesive-bonded joint with straight spigotand tapered bell. The integral pipe stop in theQuick-Lock bell ensures accurate laying lengthsin close tolerance piping.Available in sizes 25-400 mm (1-16 in).

TAPER/TAPERAn adhesive-bonded joint with matchingtapered male and female ends offering superiorjoint strength by controlled adhesive thickness.Available in sizes 50-1000 mm (2-40 in).

KEY-LOCK®

A self-restrained, easy to install, mechanicaljoint utilising 1, or 2 locking keys, dependingon pressure requirements. Employing one O-ring to provide sealing.Available in sizes 50-1000 mm (2-40 in).

COIL-LOCK®

A self-restrained mechanical joint offering quickassembly with ductile spiral locking keybetween male and female. Two O-ring sealscan be easily tested at assembly.Available in sizes 50-1000 mm (2-40 in).

DOUBLE O-RINGA mechanical joint offering quick assemblybetween male and female ends. Two ”O“ ringsare employed to provide sealing. Available insizes 25-900 mm (1-36 in).

CENTRON PROPRIETARY 4 RDA 4 round threaded joint offering quickassembly between male and female ends. An”O“ ring is employed to provide optimalsealing.Available in sizes 50-200 mm (2-8 in).An EUE 8 RD joint is also available in sizes11/2 - 41/2 in (tubing), 41/2 - 95/8 in (casing) and2-8 in (line pipe).

FLANGESOne-piece flanges and Van Stone-type flangeswith loose flange rings.Available in sizes 25-1000 mm (1-40 in).

AMERON OFFERS THE WORLD’S MOST COMPREHENSIVE SELECTION OFADHESIVE-BONDED, THREADED AND MECHANICAL JOINING SYSTEMS FORGLASSFIBER REINFORCED EPOXY (GRE) PIPE

Series Maximum Maximum Nominaloperating operating pipe sizetemperature pressure(°C) (°F) (Bar) (PSI) (mm) (inch)

Bondstrand® 121 250 75 1050 25-1000 1-40

Centron® 93 200 245 3500 50-250 2-10

Bondstrand® SSL 121 250 398 5750 200-1000 8-40

AMERON BONDSTRAND® GLASSFIBER REINFORCED EPOXY PIPE SYSTEMS

LEADING PRODUCERAmeron is a leadingproducer of Glassfiber-Reinforced Epoxy (GRE)pipe systems withmanufacturing facilities inthe Americas, Europe andAsia-Pacific. Ameron offersthe world’s mostcomprehensive line of GREpipe products for industry,oil & gas, offshore, marineand fuel handlingapplications.

CUSTOMER SUPPORTAmeron provides a highdegree of customer supportthrough a network of salesoffices, supply houses,stocking distributors andsales representatives inmore than 100 countries.This is supported by centralresearch and developmentfacilities, to meet customerrequirements.

EXPERTISE AT EVERYSTAGEAmeron offers advice atevery stage, from projectplanning to installation.With advanced software,Ameron can offer assistancein design, calculations andengineering.

Ameron field serviceengineers are available toassist the nominatedcontractor throughout theproject.

WORLDWIDE APPROVALSAmeron is committed toTotal Quality Managementand conforms to theinternational ISO 9001standard and holds manyapprovals such as API 15LRand API 15HR.

© Ameron 2004 – FP 565C (UK) 04/04 supersedes FP 565B 06/00. Printed in The Netherlands

AmeronFiberglass-CompositePipe GroupEuropeAmeron B.V.P.O. Box 64190 CA GeldermalsenThe NetherlandsPhone (+31) 345 587 587Fax (+31) 345 587 561www.ameron-fpg.nlE-mail: [email protected]

AmeronFiberglass-CompositePipe GroupAsiaAmeron (Pte) Ltd.N0. 7A, Tuas Avenue 3JurongSingapore 639407Phone (+65) 8616118Fax (+65) 8621302/861 7834www.ameron.com.sgE-mail: [email protected]

AmeronFiberglass-CompositePipe GroupThe AmericasP.O. Box 878Burkburnett, TX 76364USAPhone (+1) 940 569 1471Fax (+1) 940 569 2764

AmeronFiberglass-Composite PipeGroupHeadquartersP.O. Box 801148Houston, TX 77280USAPhone (+1) 713 690 7777Fax (+1) 713 690 2842www.ameron.comE-mail: [email protected]

ameron international corporation is a multinational manufacturer of

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