VARIO GT 24Girder Wall Formwork

Assembly Instructions for Standard Application

Edition 05/2007

Dokument 1 28.04.2005 12:48 Uhr Seite 1

Page

D VARIO Plus

D1 Steel waler SRU 40D2 Universal coupling UK 70 41

E Maintenance and cleaning

E1 Tips for handling and cleaning 42

F Product overview 44-61

Page

Introduction

Overview Buildup 1-2Overview Element 3Introduction 4Product Features 4Intended Use 4Safety Information 5

A Assembly of basic components

A1 Element 6-7Hook strap 8-9

A2 Internal corner with VSRZ 10-11Internal corner with IRZ 12-13

A3 Filler element 14

B Working on the construction site

AssemblyB1 Push-pull props 15B2 Working and concreting platform

Scaffold Bracket GB 80 16-17Platform system 18-24

B3 Lifting by crane 25B4 External corner coupling 26

Positioning of the formworkB5 External corners 26

Internal corners 27B6 Element connections 28-29B7 Filler plate 29B8 Tie positions 30B9 Stopend formwork 31B10 Height Extensions 32-33B11 Crane transport 34

C Applications

C1 T-junctions 90° 36Obtuse wall connection 36

C2 Obtuse angles 37C3 Shafts 38C4 Architectural concrete –

element connections 39

Legend

Safety Information Information Visual Check Site Tips

Contents

1

B2

B1B8

B3

B9

A1 Element

A2 Internal Corner

A3 Filler Element

B1 Push-Pull Prop

B2 Working and Concreting Scaffold

B3 Crane Lifting Points

B4 / B5 External Corner

B6 Element Connection

B8 Tie Position

B9 Stopend Formwork

VARIO Plus

OverviewBuildup

2

A1A2

B6

B4 / B5

B8

A3 / A7

Dokument 1 28.04.2005 12:48 Uhr Seite 1

3

1

2

4

5,

7

6

2

3

8

3

Using SRZ steel walers, VARIO GT 24elements can be assembled in varyingwidths.The height of the elements dependson the girder length. There is a rangeof girder lengths up to 6.0 m.

The permissible fresh concretepressure depends on the elementassembly and ranges from30 - 100 kN/m2.

All sizes require separate planning andstatic calculations.

Element

1 VARIO Element

2 Lattice Girder GT 24

3 Steel Waler SRZ / SRU

4 Girder Claw

5 Formlining

6 Formwork Panel Fixings (Torx Screws)

7 Crane Splice 24

8 Hook Strap HB 24

OverviewElement

L

L

4

Whether forming industrial orresidential buildings, bridge abutmentsor retaining walls, every ground layoutand heights up to 18.0 m can beformed in one piece using VARIO GT24. These assembly instructions havebeen designed to providecomprehensive help and support.The instructions include assembly ofbasic components, assembly on the

These Assembly Instructions containdetails for the handling and correct useof the VARIO GT 24 girder wallformwork system. Safety informationand load specifications must befollowed at all times.

Special permission must be givenby PERI if the formwork is to be usedfor applications other than that ithas been designed for together withsupplementary assemblyinstructions for the operator.

The PERI VARIO GT 24 is a variablegirder wall formwork system. Itconsists of formlining, GT 24 timberlattice girders, steel walers andconnecting parts.The GT 24 girder is the basiccomponent of every element. It hasnominal lengths of 0.90 m up to 6.00m in 30 cm increments – speciallengths of up to 17.80 m are alsoavailable.It has an extremely high load-bearingcapacity with a weight of only 5.90 kg/m.

Introduction

Intended Use

Product Features

construction site, standard applicationsand use of the VARIO plus systemalong with important informationregarding maintenance and care.The individual components of thesystem are listed in part F togetherwith their item numbers – these aretaken from the PERI componentcatalogue.

If you specify the size of the elementsyourself, the required tables anddiagrams can be found in the PERI“Design Tables - Formwork andShoring” product information.Dimensions without any unit ofmeasurement are given in cm.If you have any questions, pleasecontact your PERI technical adviser.

This results in fewer walers and tiepositions.PERI VARIO GT 24 can be adapted toall wall heights and elements areassembled together with theappropriate formlining (plywood)according to each individual project.Steel walers required for load transferare manufactured in standard lengthsor as project specific customisedwalers.The longitudinally-shaped holes in thesteel walers and couplings result in

continuously variable tight connections(tension and compression) - the so-called Nonius system.Every waler joint is tightly connectedby means of a coupling and fourwedges.Different system accessories, such asthe IRZ internal corner or VARIO plus,complement the VARIO GT 24 andguarantee versatile utilization.

All valid laws and safety regulationsmust be taken into consideration whenusing our products. This product isintended for commercial use only.

These Assembly Instructions

together with the PERI offer anddrawings do not replace specificinstructions issued by the contractoron site.

5

These Assembly Instructions aredirected at site personnel who workwith the PERI VARIO GT 24 girderwall formwork system.Non-observance of assembly guide-lines and safety information can leadto accidents and damage to materials.

Safety Warnings:

1. The contractor is to ensure that theInstructions for User supplied by PERIare available on site.

2. All persons who work with theproduct must be conversant with thecontents of these instructions and thesafety warnings contained therein.

3. Persons who cannot, or havedifficulty in reading and understandingthese instructions, must be informedand instructed by the contractor.

4. The contractor must ensure that theassembly and dismantling of theproduct as well as its proper use isoverseen and lead by suitableprofessionals who are authorised togive instructions.

5. The contractor must put in place thenecessary conditions for the adherenceto all valid safety regulations.

General Safety Instructions:

1. Check the VARIO GT 24 compo-nents for condition before every use.

2. The VARIO GT 24 must be assem-bled in such a way that all applied loadsare safely transferred.

3. Ensure stability during all buildingstates.

4. Establish safe working locations forassembly, alteration and dismantlingas well as for moving.

5. Working areas must be providedwith safe access routes.

6. When working at height, adequatefall prevention measures must be takenin accordance with the health andsafety regulations.

7. Extreme caution must be exercisedduring unfavourable weatherconditions.

8. Only strip the components whenthe concrete has sufficiently set andthe person responsible has authorisedit.

9. Carry out stripping or moving withsuitable tools. Do not strike formworkelements with a crane!

SafetyInformation

10. Do not endanger the stability ofthe building scaffold and formworkparts during striking.

11. Formwork parts may only be movedwith lifting equipment and load-carryingequipment when suitable lifting meansare available.

12. The weight of the componentsmust not exceed the permissible loadof the lifting equipment.

13. Remove loose parts or secure sothat they do not fall.

14. Load should not be released fromthe crane until the formwork units aresecured in position.

15. All lifting operations must be fullyplanned and supervised.

16. Store and transport componentsso that they are secured from fallingand sliding.

PERI Product Information

Crane Splice 24Pallet and Stacking Devices

Additional regulations

In particular, these currently includethe following:- German Health and Safety at Work Regulations (BetrSichV)- Technical Guidelines for Health and Safety at Work (TRBS)

6

1. On a sufficiently large, level and flat assembly area,mount the Stopping Boards, Locating and Spacing Battensfor walers and girders.Note: Minimum girder spacing when using GB80 ScaffoldBrackets should be 20cm.

2. Position the steel walers over the Locating Battensensuring that they are tight against the stopping board.The notches in the waler slots must point upwards, i.e.towards the Formlining.

Concrete side

5. Secure intermediate girder to waler using Hook StrapHB. Tighten with impact screwdriver.

Alternate fixing of the girders ensures even contactpressure.

6. Position formlining. Note that Formlining sheet shouldover hang the SRZ waler by 25mm. (When using SRUwaler, overhang = 15mm). Ensure correct alignment ofplywood sheets to allow for panel extensions. Seal allcut edges. Fix formlining using 10 no. 6x60 TSS TorxScrews per m2. Screw heads should stand 1mm proudof Formlining to allow for swelling.

25mm

1mm

SRZ 15mmSRU

160

- 200

mm

depe

ndin

g on

wale

r size

A1 Element

Waler locating batten

Girder spacing batten

Stopping boards

7

3. Position edge girders at right angles to the steel walerand temporarily fix with screw clamps. Secure the girdersto the SRZ waler end plates with torx or coach screwsand Girder Claw HB. When using SRU walers fix thegirders with Hook Strap HBU. (see fig. A1 - 5a & 5b)

4. Position intermediate girders and locate in the spacingbattens tight against the stopping board.

7. Mark tie positions and drill holes with a 25mm Ø bit.Seal cut edges.

8. Mount Crane Splice 24 and secure rubbing strips if used.

min. 35 mm

ø 20 mm

A1 Element

8

6.2 6.1

6.1 6.16.2

6.1

6.1

Universal Hook Strap HBUDouble Hook Strap HBUDand Hook Strap HB

Hook strap 4 (HBU) for– GT 24 and VT 20 girders– steel walers U 100 to U 140– can also be used off-node.

Fig. A1-1a + 1b

Hook strap 4.1 (HB)– can only be used in node point position,

Fig. A1-1c

Girders can be continuously fixed atright angles and/or oblique to the steelwalers.They can be supplemented with fillertimber or wedges inserted betweenwaler and HBU.

At right angles: single, doubleFig. A1-2a + 2b + 2c (HB)

Hook Strap HBU with filler:up to 4 cm possible. Fig. A1-A3a + 3b

Hook Strap HB:Hook Strap bolts should be selectedup to a maximum of M8 x 160depending on filler depth. Fig. A1-3c

Timber wedge, Fig. A1-4

Edge GirderFor SRU steel waler with HBU HookStrap.Securing the girders:Inner side: 1 TSS Torx 6x60 6.1Fig. A1-5aOuter side: 2 TSS Torx 6x60 6.1Fig. A1-5b

Edge GirderFor SRZ steel waler with endplate andGirder claw HB.

Fig. A1-5b

4

4

Fig. A1-1a Fig. A1-1b

Fig. A1-2a Fig. A1-2b

Fig. A1-3a Fig. A1-3b

Fig. A1-4

44

Fig. A1-1c

4.1

Fig. A1-2c

Fig. A1-3c

A1 Hook Strap

Fig. A1-5a

Fig. A1-5a

9

6.1

0,46 0,46

Universal Hook Strap HBUDouble Hook Strap HBUDand Hook Strap HB

ObliqueUp to 15° possible with HBU hookstrap.For correct alignment, the long/shorthooks must be diagonally opposed.Fig. A1-6

Assembly with crane splice:in connection with HBU hook strap

Secure on both sides with 2 TSS Torx6x60 6.1 Fig. A1-7

Assembly with extension splice:in connection with HBU hook strap

The longer hook must point to theextension splice. (panel joint)Fig. A1-8

0,31

Fig. A1-7

Fig. A1-8

Fig. A1-6

15°

long

long

A1 Hook Strap

10

1. Lay VSRZ steel waler on the assembly area. Make sureit is placed directly against the stopping board. The longstub points upwards.

2. Insert GT 24 girder, align and position using screwclamps. Fix with hook strap.

Tighten hook straps alternately with the impactscrewdriver.

5. Check angle on each waler.Screw girders to the stubs with coach screws M 8 x 60.

6. Mount additional girders and position with screw clamps.Lay spacer timber between the pairs of girders. Checkthe angle! Position fix strap and screw on to waler withimpact screwdriver.

A2 Internal Cornerwith VSRZ

11

3. Place edge girder and position with screw clamps. Fixwith coach screws M8 x 60 and Girder Claw HB.

4. Insert girder in the VSRZ waler and bring into line. Positionwith screw clamps.

7. Place and align intermediate girders ensuring that theyare tight against the stopping board. Attach hook strapand tighten with impact screwdriver.

8. Cover corner element with formliner. Tack first sheetwith nails. Take projecting length into consideration!Fix side Formlining. Drill tie holes Ø 25mm.Seal cut edges and drilled holes.Mount Crane Splice 24 and rubbing board taking accountof correct plywood overhang.

21 mm

0,625

A2 Internal Cornerwith VSRZ

12

1

1. Lay internal corner waler IRZ on jig and tension withwedge. Check angle!

2. Important: pay attention to order!Place first GT 24 girder, align and position with screwclamps. Fix to fixing plate with wood screws M 8 x 60.

5. Position unit. Cover with plywood. Formlining is flushwith front edge of girder 5. Fix with torx screws. Screwheads should stand 1mm proud of Formlining to allowfor swelling.

6. Turn unit. Cover second side with plywood.

A2 Internal Cornerwith IRZ

13

1 3

4

5

2

3. Pay attention to correct order!Fix girders 2 to 5 in the same way.Fix girders 3 & 5 to the stubs.

4. Check angle on each waler.Tightly screw on girder 5.

Use filler plates for girder on lower chord in cases oftolerance variations.

7. Mount spacing timber as bracing:to each waler and on both sides.

8. Attach crane splice 24.Mount rubbing boards and covering.

Spacing timber3 x 12.6 x 25

Spacing timber3 x 8.2 x 25

A2 Internal Cornerwith IRZ

14

11

11

12

10

6.2

13

The filler element 10 is used forlongitudinal compensation.VKZ 147 or VKZ 211 couplings areused.Fig. A3-1

Maximum filler width is as follows:VKZ 147 = 48 cmVKZ 211 = 120 cm

Cutting the filler

Pay attention to the horizontal directionof the fibres on the plywood surface.

Assembly1. Maintain girder spacing in accordance

with adjacent VARIO elements.

2. Extend plywood 2.5cm beyond outeredges of GT24 girder. Fig A3-3

3. Fix coupling compression plate KDP12 to each GT24 at same level asadjacent steel walers with 2 no. M8 x60 coach screws.

4. Secure in position VKZ 11 with K-wedge 13.

5. Fix ply strips at suitable spacings toprevent misalignment of GT24 girders.

6. Drill tie holes (if required).

7. The filler element is now assembled.Fig. A3-2

See B7 for mounting instructions.

Fig. A3-1

VKZ 147

VKZ 211

A3 Filler Element

Fig. A3-2

2.5

Fig. A3-3

15

14

15

16

15

13

15.1

14.1

14.2

14.3

14.4

x1

h

y1

y2

x2

60°

FR

S 1F

RS

2

FAV 60°

x

h

y

FAV

FR

S

60°

Push-pull props can be mounted onthe GT24 girder or on the steel waler.For mounting on GT24 use the GirderHeadpiece 14 or VARIO PlatformConnector if using the platform system.For mounting on steel walers use theWedge Headpiece 15.The kicker brace can be mounted in asimilar fashion.

- The length of push-pull prop shouldcorrespond to the height of the shutter(except when using the platformsystem).

- The first shutter/element should havetwo props. See PERI table (below) forsubsequent prop requirements.

Girder headpiece 24Mounting to girder:

1. Loosen all wingnuts 14.1.

2. Insert plate 14.2 through the latticegirder.

3. Clamp plate to lattice girder usingholder 14.3.

4. Tighten wingnuts.

The girder headpiece 24 is now fixedin position.Fig. B1-2

Wedge headpieceMounting to steel waler:For U 100, U 120 and U 140 profiles

1. Insert piece with wedge openingthrough the steel waler profile.

2. Select opening to suit waler profile.

3. Insert K-wedge 13 and hammer intightly.

The wedge headpiece is now fixed inposition.Fig. B1-3

Mounting of push-pull props andkicker brace:Secure push-pull prop and kicker braceto headpiece and baseplate 16 withpins 14.4 and cotter pin 15.1.

Permissible push-pull prop spacingsee Table.

B1 Push-Pull Props

Fig. B1-1

Fig. B1-2 Fig. B1-3

1.93

9.49.5

2.6

4.32.61.54.5

Distance of base plate [m]from rear face of formwork

*Top connection point [m]from top of formwork

Actual kicker load FAV

[kN]at maximum spacing

Allowable prop spacing [m](max. width of influence)

x =

y =

Formwork height h [m]Fig. 2Fig. 1

PERI push-pull props and kicker braces

Actual prop load FRS

[kN]at maximum spacing

4.0 5.0 7.0 8.06.0 9.0 10.0

FRS1

FRS2

Fig. 1

Fig. 2

11.0 12.0

3.53

9.7

2.1

1.2

1.0

2.73

9.7

2.3

1.6

1.2

2.19

9.8

2.2

2.0

1.5

1.82

9.8

2.2

2.4

1.8

1.58

9.8

2.3

2.9

2.0

1.42

9.6

2.6

3.5

2.0

1.67

11.38.5

2.3

4.72.61.85.5

3.0

1.49

11.39.3

2.1

5.32.81.86.2

1.35

11.310.1

1.9

5.93.01.86.9

x1

x2

y1

y2

*If necessary, the distance from top of formworkmust be adapted to the system.

A maximum force of 11.3kN must be resisted atthe foot of the push-pull prop for the given widthof influence.

Windloads: h < 8m = 0,5 kN/m2

8m< h < 20m = 0,8 kN/m2

0,5

kN/m

2

0,5

kN/m

20,

8 kN

/m2

16

20

2023

22

21

20a20a

B2 Working andconcreting platform

Scaffold Bracket GB 80

Using the scaffold bracket, workingand concreting platforms are mountedto the VARIO formwork.This consists of:scaffold bracket 20, corner scaffoldbracket 20a, planking 21, guardrailsincluding tubes 22 and lateral safetyrails 23.Fig. B2-1a + 1b

Permissible load capacity: 1,5 kN/m2

– non-PERI scaffold components mustconform to valid safety regulations!

If planking and guardrails includingboards are assembled in the elementwidths, dismantling and re-assemblyare not required when moving.

Fig. B2-1a

Max. width of influence 1.25 m

17

20.1

20.2

2221

7

20.3

21.1

Scaffold Bracket GB 80

Additional working scaffold levelsare required for larger formworkheights. (BGR 187)

Horizontal assembly1. Remove locking pin 20.1.

2. Place scaffold bracket with U-profile20.2 on girder.

3. Secure with locking pin. Secure claw 20.3 using nails. Fig. B2-2a

4. Mount additional scaffold brackets asrequired.

5. Fix planking 21 across completebracket width from below with Torx6 x 40 21.1.

6. Place and secure guardrails 22including toe boards. Fig. B2-2

7. Mount lateral safety rails e.g. endhandrail frame 55 23, see Fig. B2-1a

The working and concreting scaffoldis now assembled.

Mount crane splice 24 7 and erect theelement, see B3.

When erecting the element, ensurethat the guardrails are not damagedby the lifting gear. Fig. B2-3

Fig. B2-2

Fig. B2-2a

Fig. B2-3

Ø 7

Ø 7

> 0,2 m

B2 Working andconcreting platform

18

31.1 31.2

3031

30.1

30.2VARIO platform system

Permissible load capacity: 1.5 kN/m2

The VARIO platform 30 is a pre-assembled and foldable unit withguardrails 30.1 and end handrail frame30.2. It has integrated push-pull propconnections and crane eyes. It can beequipped with or without an accesshatch and is mounted to the elementby means of platform connectors 31.Fig. B2-4

Mounted platforms remain attachedto the element:

– for transport on the construction site– when folded up for transport from site

to site

Horizontal assemblyWith more than one working scaffoldlevels, always begin with the lowestplatform!

VARIO platform connector:

Mount platform connectors from thetop of the element downwards.

1. Centre the wedge 31.1 and pull clampsapart 31.2.

2. Insert clamps from the inside over thegirder chord. Fig.B2-5a

3. Secure wedge. Fig. B2-5b

4. Mount additional platform connectors.Fig. B2-5c

Clamps must lie flush against thegirder.

Fig. B2-4

Fig. B2-5a Fig. B2-5b

Fig. B2-5c

Platform brace 167 VariablePlatform brace 264

Inner side of girder

B2 Working andconcreting platform

19

30.3

30.4

31

30

30.6

30.530.1

30.2

32/33

VARIO platform system

Horizontal assemblyLowest platform (first platform)

1. Attach platform 30 to lifting gear andtransport to assembly level.

2. Remove bolts 30.3.

3. Insert splice 30.4 in the platformconnector 31 and secure in lowestdrilled hole. Fig. B2-6 + 6a

4. Attach platform braces 167/264 32/33to platform beam.

5. Insert splice in top drilled hole ofplatform connector.Fig. B2-7 + 7a + 7b

Not possible for h = 4.20 m. Mountstrut 264 between the platforms, seehandbook “PERI Safety System”.

6. Fold out guardrail 30.1 and lock catchin position 30.5. Fig B2-8a.

Check catch!

7. Fold out end handrail frame 30.2.

8. Connect push-pull props and kickerbraces.

9.Attach lifting gear to front crane eyes30.6. Fig. B2-8b

Access hatch must remain closed!

The working and concreting scaffoldis now assembled. The formwork unitcan be moved.

Fig. B2-6

Fig. B2-7

Fig. B2-6a

Fig. B2-8

Fig. B2-7b

Fig. B2-8b

Fig. B2-8a

Fig. B2-7a

B2 Working andconcreting platform

20

30.3

33

VARIO platform system

Horizontal assemblySecond and additional platforms

1. Attach platform with pins 30.3 andcotter pins to platform connector.Fig. B2-9 + 9a

2. Attach platform strut 264 33 to topplatform beam. Fig. B2-10 + 10a

3. Attach platform strut 264 vertically tothe bottom platform beam.Fig. B2-10 + 10b

For element extensions between twoplatforms, the lower drilled holes mustbe used.

Fig. B2-9

Fig. B2-9a

Fig. B2-10

Fig. B2-10a Fig. B2-10b

B2 Working andconcreting platform

21

34

34

32/33

33

VARIO platform system

Horizontal assemblySecond and additional platforms

4. Mount ladder 34. Fig. B2-11 + 11a + 11b

5. Continue with steps 6 to 9 (page 19)for the lowest platform. Fig.B2-12Fix kicker brace. See B1

– additional diagonal platform braces 26433 must be mounted for heights of4.20 m, 7.20 m, 7.80 m and 8.40 m

– for heights of 6.60 m and 8.40 m,platform braces 167 must be replacedwith platform braces 264 33 on thelowest platform Fig. B2-12

Fig. B2-11

Fig. B2-11bFig. B2-11a

Fig. B2-12

B2 Working andconcreting platform

22

Ankerlänge L [mm] 130

Klemmstärke tfix

[mm] 10-15

Verankerungstiefe hnom

≥ [mm] 115

Bohrtiefe hO ≥ [mm] 140

Bohrer ø (Hammerbohrer DIN 8035) dO

[mm] 18

Max. Anzugsdrehmoment MDmax

[Nm] 150

Schlüsselweite SW [mm] 30

Abstand a ≥ [mm] 360

Randabstand ar ≥ [mm] 180

Mindestbauteildicke d ≥ [mm] 240

Durchgangsloch im zu

befestigenden Teil db [mm] 21

Bruchlastmittein 2 Tage altem ungerissenem Betonbei erreichter Festigkeitβw ≥ 10 N/mm2

empfohlene Last in B10ungerissenem Beton oder ungeris-sener Beton bei erreichter Festigkeitβw ≥ 10 N/mm2

Sicherheitsbeiwert s = 4

empfohlene Last in B25ungerissener Beton

Sicherheitsbeiwert s = 4

Fmax [kN]

empf. FQ [kN]empf. FZ [kN]

empf. FQ [kN]empf. FZ [kN•

AnkerschraubePERI MMS 20x130Art. Nr.: 103606

16,416,4

10,410,4

41,7

Technische Daten

PERI GmbHPostfach 12 6489259 WeißenhornTel.: 0 73 09 / 9 50 - 0Fax: 0 73 09 / 9 51 - 0info@peri.dewww.peri.de

a r

a

a

a

a

ar

SW 30

hnom

tfix

Zur Befestigung von Richtstützen,Abspannungen bei SKYDECKBühnen oder auskragendenDeckentischen ist die Multi-MontiSchraube eine ideale Alternative zubisher eingesetztenBefestigungssystemen.

Die Vorteile im Überblick– mehrfach wiederverwendbar– einfache Durchsteckmontage– enorme Zeit- und Kostenersparnis– keine Sprengwirkung des Dübels– geprüfte Sicherheit auch in

niederfestem, nicht ausge-

härtetem Beton.

30.6

VARIO platform system

Erection / Moving

- Release lifting gear only whenformwork unit is secure!

- Observe permissible load capacityof 1,100 kg per lifting point at thefront of platform.

Erection is possible up to approx.8.40 m formwork heights.

1. Attach lifting gear to the front crane eyes30.6 of the platform.

2. Erect / move formwork unit.

3. Secure formwork unit e.g. base platewith PERI Multi Monti, item no. 103606.

Fig. B2-13

B2 Working andconcreting platform

23

35.1

22

35.3

35.2

21

36

21.13536

35

42b

3536

35 36

42a

35

VARIO platform system

Platform on internal corner

The VARIO platform bracket VBK 9035 with handrail post HSGP (GB) item.no. 103996 36 is fitted on the internalcorner.Fig. B2-14

Permissible load capacity: 1,5 kN/m2

Scaffold Group 2Permissible span max. 1.25 m

Fig. B2-15a with IRZ 42aFig. B2-15b with VSRZ 42b

Horizontal assemblyIf possible, mount the platform bracketon the compensation side.

1. Pull out locking pins 35.1.

2. Place platform bracket with U-profile35.2 on the girder and secure withlocking pins.

3. Secure claw 35.3 with nails.

4. Mount additional platform brackets.

5. Fix decking 21 over complete bracketwidth with Torx 6 x 40 21.1 from below.

6. Insert handrail post HSGP (GB) 36,place handrail 22 including boardsand fix.Fig. B2-16

Fig. B2-16

Fig. B2-15a

Fig. B2-14

1.75

m, 2

.00

m, 2

.25

m

Ø 7

Ø 7

Fig. B2-15b

Variable min. 1.75 m

Dep

endi

ng o

n w

all t

hick

ness

Variable min. 1.25 m

1.50

m, 1

.75

m, 2

.00

m

Dep

end.

on

wal

l thi

ckne

ss

B2 Working andconcreting platform

24

37.1

37

37.2

37.4

37.2

37.4

37.3

Fig. B2-19

Fig. B2-17

Fig. B2-18

Fig. B2-20

45°

45°

VARIO platform system

Platform on external corner

A corner platform 37 is mounted onthe external corner. Fig. B2-17

Permissible load capacity: 1.5 kN/m2

For multiple platform levels, cornerplatforms are to be attached from thebottom upwards.

Assembly1. Fold out handrail 37.1. Fig. B2-18

2. Swivel both end handrail frames 37.2inwardly by 45°.Lock into place on platform decking.Fig. B2-19

3. Attach external corner platform tocrane 37.3 and position on externalcorner. Fig. B2-20a

4. Attach to the existing platforms onboth sides using the telescopic handrailhooks 37.4. Fig. B2-20

DismantlingBegin the dismantling of VARIOplatforms from the top!

Fig. B2-20a

B2 Working andconcreting platform

25

Kranlasche 24Art.-Nr. 070760

Betriebsanleitung

7a

Crane Splice 24

Important:Instructions for UseCrane Splice 24

Permissible load-bearing capacity:700 kg

Assembly– mount crane splice 24 7a horizontally.– always attach 2 pieces symmetrically

about the centre of gravity ot theelement. Fig. B3-1

Attach element to crane, erect andsecure with PERI Multi Monti.Fig. B3-3

Fig. B3-1

Fig. B3-3

B3 Lifting by crane

26

41b

41a

41

41 41

40

41b41a

B4 External CornerCoupling AKZ

External Corner Coupling AKZ

Mounting

Mount external corner coupling AKZon horizontal element from top tobottom.

1. Insert external corner coupling AKZ 40into the steel waler of the fixedelement.Fig. B4-1

2. Clamp external corner coupling withKZ wedge 41b = first elongated holein the coupling and sixth elongatedhole in the steel waler.

3. Insert second KZ wedge 41a as safetystop in the steel waler.Fig. B4-1a

4. Insert additional external cornercouplings - clamp and secure withKZ wedges.Fig. B4-2

Fig. B4-1a

Fig. B4-2

Fig. B4-1

One element � with externalcorner coupling AKZ, the otherelement � is without a coupling.

Load-bearing capacity of theexternal corner coupling:73 kN/m waler load

Erection1. Position element with external

corner coupling. Fig. B4-2Support element with 2 push-pullprops. Fix with PERI Multi Monti.

2. Position second element andadjust to wall thickness.

3. Remove KZ safety stop 41a andlift KZ wedge 41b.Fig. B5-1

4. Swivel external corner couplingsone after the other into the steelwaler.

5. Tightly connect both elements withthe KZ wedges 41. Fig. B5-2

6. Remove crane slings whenelements are securely fixed inposition.

B5 External Corners

Fig. B5-1Element �

Ele

men

t �

Fig. B5-2

27

42b

42b

41

41

42a

42a

Internal corners with:Internal Corner Waler IRZ 75/75

Ready-mounted element with a sidelength of 75 cm for right and leftcorners.

Note: Mounting positions of internalcorner waler and filler element!

Mounting:Brace internal corner waler IRZ 42awith KZ wedge.Corner right = Fig. B5-3aCorner left = Fig. B5-3b

Compensation is on the inner side withfiller plate, see A3 Filler Element

Striking:1. Remove KZ wedge 41.

2. Push articulation inwards.This results in space for stripping ofapprox. 24 mm. Fig. B5-3c

Facilitate striking:insert KZ wedge 41 into the articulatedpart and secure. Fig. B5-3c

VARIO Steel Waler VSRZ

Note: Mounting positions of steelwaler and filler element!

Element with steel waler VSRZ 42band filler plate.Corner right = Fig. B5-4aCorner left = Fig. B5-4b

Mounting:Check if it is right or left corner!

1. Support element.

2. Mount filler element according toposition of the wall element, see A3Filler Element.

3. Install ties according to plan.Fig. B5-4a

B5 Internal Corners

Element � variable

Ele

men

t �

b =

250

Fig. B5-3capprox. 24 mm

Fig. B5-4a

Fig. B5-3aElement � b = 250

Ele

men

t �

b =

250

< 0,25 m

< 0

,25

mva

riabl

e

according to wall thickness

Ele

men

t �

b =

250

Element � b = 250

Fig. B5-3b

Ele

men

t �

var

iabl

e

Element � b = 250Fig. B5-4b

28

11

3

41

11

41

1.

2.

41

41

3.

4.

B6 ElementConnections

Element connections are formed withVARIO coupling VKZ 99 and four KZwedges.

– The adjusting range is continuous.– The element joint is flush.– The element joint is aligned.

Mounting:

Parallel arrangement of the elements!Fig. B6-1

As with the steel waler 3, the VARIOcoupling 11 has cut outs on theelongated holes.The VARIO coupling is fitted so thatthe cut outs point towards theconcreting side.This results in an even elementtransition. Fig. B6-2

1. Centrally position the VARIO coupling11 between the steel walers.Centre with KZ wedge 41 – onlynecessary for SRZ steel waler. Centringensures that the element joints areevenly formed.

2. Hammer in second KZ wedge in thefirst elongated hole. Hammer in thirdKZ wedge in sixth hole. Fig. B6-3

Important: four holes must be leftfree between the wedges!Fig. B6-4

3. Hammer in fourth KZ wedge in thefirst hole on the opposite side.Fig. B6-3

4. Remove first KZ wedge (centringwedge) and hammer in the sixth hole.Fig. B6-3

Important: four holes must be leftfree between the wedges!Fig. B6-4

The element connection is flush,aligned and tight.

Fig. B6-2

Fig. B6-1

5

Fig. B6-3

29

11

11

13

41

10

ab

ab

Element connection

a + b wedges must always countereach other and are positioned inalternate directions.

The direction of the wedge tip showswhether a wedge pulls or pushes.Wedge pulls: wedge tip points toelement joint (a).Wedge pushes: wedge tip pointsaway from element joint (b).Fig. B6-4

Fig. B7-1a

Fig. B7-1

Filler plate

Mounting:1. Insert filler plate 10 into gap.

2. Centrally position VARIO coupling VKZ11.

3. Hammer in tightly two KZ wedges 41on one side.Spacing: four holes

4. Loosely insert two KZ wedges on theother side.Spacing: four holes

5. With K wedge 13, pull pre-mountedfiller plate to the VARIO coupling, seeA3.

6. Hammer in tightly KZ wedge 41 onthe other side.

7. Position ties according to plan.

Filler plate is closed.Fig. B7-1 + 1a

Fig. B6-4

VKZ 211 = 1,20 m

VKZ 147 = 0,48 m

B7 Filler Plate

30

51

50

53

5250

55

54

B8 Tie Positions

Tie Systems DW 15, DW 20, DW 26.5Permissible loads 90, 150, 250 kN

– use only as many ties as is necessary– do not exceed permissible tie loads!– do not exceed permissible rate of rise

of the concrete! *– secure element against lifting!– horizontal tie spacing conforms to

waler loads *– vertical tie spacing conforms to waler

position and loads *

* see PERI Design Tables

Assembly with DW 151. Screw on wingnut pivot plate 50 to tie

rod.2. Insert pre-mounted tie rod 51 from

outside through the inital formworkside.

3. Push spacer tube 52 with cone 53 onto re-usable tie rod.

4. Position closure formwork.5. Push tie rod through closure formwork.6. Screw on wingnut pivot plate to tie

rod.7. Tension tie rod with tie rod spaner 54.

Fig. B8-1&2

Miscellaneous– tie rod spaner 54 enables ties to be

secured by a single operative.– plugs 55 for closing unused tie holes

Fig. B8-2– for non-standard tie arrangements, see

“PERI Tie Technology”

Fig. B8-2

Fig. B8-1

31

413 11

41

57

57

41

56

3 50.1

50.2

3

58

56.1

3

Stopend formwork can be formed intwo ways.

VARIO Coupling VKZ 99Permissible tension force: 50 kN

Mounting:1. Place prefabricated stopend element

against stop timbers 57.

2. Mount spacer timber 58 (provided bycontractors).

3. Insert VARIO coupling VKZ 11 into thesteel waler SRZ 3.

4. Fix VARIO coupling VKZ with KZ wedge41.

5. Fix stopend panel with wedges 41tensile and pressure tight as describedin B7. Hammer pull wedge before pushwedge

Stopend formwork is now assembled.Fig. B9-1

Stopend TiePermissible tension force: 30 kN

Mounting:1. Insert stopend tie 56 in steel waler

SRZ 3 of the element.

2. Fix stopend tie with wedges 41 tensileand pressure tight as described in B7

3. Screw in tie rod using tie rod wrenchup to stopper in threaded sleeve 56.1.

4. Adjust Wingnut Pivot Plate 50.1 to suitstopend.

5. Place prefabricated stopend elementagainst stop timbers 57.

6. Secure outer Wingnut Pivot Plate 50.2to tighten stopend element.Stopend formwork is now assembled.Fig. B9-2

Permissible wind force x (m) forstopend formworksee “PERI Design Tables”

Fig. B9-1

Fig. B9-2

B9 StopendFormwork

32

8 x 59

59

59

59.2

59.1

59.1

B10 HeightExtensions

Extension Splice 24

For a tight, rigid and flush elementconnection. Suitable for heights upto 8 m

Number of extension splice 24 59depends on the height of the element.Fig. B10-1Example: element width 2.50 mh ≤ 5,00 m: 4 extension splicesh > 5,00 m: 8 extension splices

Static ValuesMallw. = 1,73 kNmQ allw.= 0

orMallw. = 0Q allw.= 5 kN

M + 0,07Q + Q ≤ 6,2 0,28

Static values when movingVARIO GT 24 elements

Z allw. = 5,7 kNM = 0Q = 0

Horizontal assembly

Always mount the extension splice 24to the same girder as the crane splice.

1. Remove triple wingnut 59.2.

2. Position splice parts 59.1 on the rightand left of the girder lattice.

3. Connect both parts of splice andtighten with the triple wingnuts.Fig. B10-2

The connection is now tight, rigid andflush.

Fig. B10-1<

8.0

m

≤ 5.

0 m

≥ 0.

46

Fig. B10-2

≥ 0.

46

33

2

2

Overlap Girders

Suitable for element heights up toapprox. 12.00 m.Number of girders depends onelement widths and heights, see “PERIDesign Tables”.

All extensions must be determinedduring the planning phase.

Assembly is carried out on horizontalelements.

With overlapped girders 2 for heightsup to 9.80 m. Fig. B10-3

With additional overlap girders forheights up to 11.90 m. Fig. B10-4

Timber extensionspossible with the extension splice 24up to h = 60 cm. Fig. B10-5

B10 HeightExtensions

Fig. B10-3

1.18

m2.10

m 0.76

163.

85 m

≤ 9.

80 m

Fig. B10-4

3.88

m4.

14 m

2.07

m

1.18

m1.

18 m

0.16

1.22

m13

appr

ox. 1

2.0

m

Fig. B10-5

60 mm

34

7a

7a

B11 Crane transport

with the Crane Splice 24

Important :Instructions for UseCrane Splice 24

Permissible load-bearing capacity:700 kg

Maximum lifting angle of inclination:≤ 15°

Crane Splice 24 7a Fig. B11-1

Fig. B11-1

≤ 15°

35

36

3a

42

3b

42

4242

3a3a

3a 3a

C1 T-junctions

90° Connections

Depending on the wall thickness, theSRZ or SRU steel waler can be used.Important:compensation is always < 25 cm.

Inner compensationExample with a wall thickness of 30 cm

Components:IRZ internal corner waler 42Fig. C1-1

Without compensationExample with a wall thickness of 30 cm

Components:SRU steel waler 3bIRZ internal corner waler 42Fig. C1-2

Obtuse wall connectionThe tie position is always within62.5 cm of the adjacent wall.Fig. C1-3

Fig. C1-2

Fig. C1-3

Fig. C1-1

62.5

0.30 m

0.20 m

2.0 m

1.80 m

0.30 m

37

43

43

43

Articulated Coupling GKZ

With the GKZ articulated coupling 43,angles larger than 48° can becontinuously formed.Fig. C2-1

The KZ wedge ensures firm andcorrect mounting as shown in B6.

Utilisation:– external and internal corners with

standard wall thicknesses– with large wall thicknesses e.g. bridge

constructionFig. C2-2

– polygonal circular formwork,Fig. C2-3

The larger GKZ 76/76 articulatedcoupling is normally externallymounted, the smaller GKZ 60/60articulated coupling is mountedinternally.

C2 Obtuse angles

Fig. C2-1

Fig. C2-2

Fig. C2-3

≥ 48°=

=

==

38

62 63 61

60

KRZ

64

600,15

61

C3 Shafts

Fig. C3-1

0.15

0.15

Fig. C3-2

Fig. C3-1a

Fig. C3-3

Quick Release Corner SSE

For easy striking of shaft formworkand in tight spaces.

Shaft internal formwork consistsof:Elements with project-related KRZcross waler, EKZ corner coupling andSSE quick release corner 60.

External corner:VARIO elements connected with SKZtie yoke and tie rod.

Assembly1. Formlining on internal element is 15

cm shorter than the clear width.2. Position internal element.3. Position SSE quick release corner 60

in the corner.4. Tighten wingnuts 61 on the SSE. The

fomlining is then fixed.Fig. C3-1a

5. Diagonally position the second quickrelease corner and tighten wingnuts.

6. Place external corner elements andconnect ties.

7. Diagonally connect external cornerelement with tie yoke, tie rod, wingnutand KZ wedge.The shaft formwork is complete.Fig. C3-1

Striking1. Loosen ties.2. Remove external formwork.3. Release wingnuts 61 on the SSE.4. Push tie rod 62 forward (hammer).5. Swivel clamps 63 inwards.

Fig. C3-26. Pull out wedge and remove EKZ corner

coupling. Fig. C3-37. Remove internal element.8. Remove quick release corner.

Install props or spindles, e.g. SLS 64,at every waler position on the internalelement. The internal element canthen be removed more easily from theconcrete.Fig. C3-3

39

65

4141 41 41

66

65

66

VKS coupling withVRS alignment clamp

– compensation of up to 5 mm elementoffset is possible

– yellow powder-coated

Existing situation: standard elementjoint, Fig. C4-1

Assembly1. Centrally place VKS 99 coupling 65 on

the element joint in the steel waler. The tapering of the trapezium-shaped

cut outs point to the concreting side.Fig. C4-2 *

2. Hammer in KZ wedge 41 as describedin B6. Fig. C4-3 *

3. Attach one VRS alignment clamp 66per steel waler to the rear-positionedelement in the VKS coupling (withspacer).

4. Loosen push-pull wedges on element �.

5. If necessary, use counter wedge toslightly open plywood joint on theelement �. Fig. C4-4 *

6. Tension the alignment clamp tocompensate for the element offset.Fig. C4-5 *

7. Tighten plywood joint on element �with the pulling wedge.

The element connection is nowcomplete.

* Steel waler shown without topU-profile.

C4 Architec.ConcreteElement Connections

Fig. C4-1

Fig. C4-2

Fig. C4-3

Fig. C4-4

Fig. C4-5

Element � Element �

Element 1

Element � Element �

Element 2

counterwedge

pulling wedgecounterwedge

pulling wedge

pulling wedge

counter wedgepulling wedge

counterwedge

pulling wedge

max

. 5 m

m

40

4

70

b

b

c

d

e

a

11

11

41

4170

3

70

71

72

70

D1 Steel Waler SRU

Steel Waler SRU

The SRU steel waler 70 has a widerange of functions and supplementsthe VARIO system, e.g. in civilengineering or special designs.

Features:– U 120 profile a– no end plate– lengths up to 6.00 m

25 cm or 50 cm increments– with edge beams:

no girder claw or HBU, instead notchesfor securing the HB hook strap b

– drilled holes every 12.5 cm along thecomplete length for variousconnections e.g.UK 70 universal coupler c

– VARIO extension 24 d connectionholes for forming VARIO walers

– reinforced spacer only at the front eFig. D1-1

AssemblyCut outs on the elongated holes pointtowards the concrete face.

SRU / SRU Element Connectionwith VKZ VARIO coupler 11 and KZwedge 41.Spacing between the SRU steel walers70 is 3 cm.Fig. D1-2a

SRU / SRZ Element Connectionwith VKZ VARIO coupler 11 and KZwedge 41.Spacing between the SRU steel waler70 and SRZ 3 is 4 cm.Fig. D1-2b

VARIO Extension 24

The VARIO extension 71 is a boltedconnection for subsequentconstruction of a VSRZ steel waler 72or as bracing. Fig. D1-3 + 3a

Fig. D1-1

Fig. D1-2a

Fig. D1-2b

0.125

3

Fig. D1-3

Fig. D1-3a

41

7576

Universal Coupling UK 70

– for rigid connections with the SRUsteel waler

– for connecting push-pull props, tie rodcylinder yokes and SLS heavy dutyspindle

– fixing point for diagonal bracingFig. D2-1

AssemblyThe UK 70 universal coupling 75 isfixed using four fitting bolts and cotterpins 76.Fig. D2-2

The spacing between two bolts mustbe at least 25 cm.

D2 UniversalCoupling UK 70

Fig. D2-2

Fig. D2-1

0.25

42

E1 Maintenanceand cleaning

What should be done

Care tips

1. Spray new formwork all over with release agent, e.g.PERI Clean before use.

2. Spray formwork with PERI Clean each time, after striking,then clean.

3. For long storage periods, e.g. bad weather, storeformwork after cleaning and spraying.

4. Spray moving parts regularly with release agent and/orgrease as required.

5. Transport elements with suitable and secure transportequipment and lifting gear.

6. Ensure proper storage of elements and accessories.

7. Do not throw or drop accessories.

8. Do not use unnecessary force during assembly ordismantling.

Tips for cleaning

During cleaning, store the element securely!It is not permitted to clean elements that arehanging from a crane!Remove excess concrete!

1. Spray the reverse side of the formwork with waterimmediately after concreting.

2. After striking, spray the formwork all over with PERIClean.

3. Before mechanical cleaning, remove nails, batons, etcfrom the formlining.

4. Use a suitable tool, e.g. scraper, to clean elementmechanically.

5. Brush elements after mechanical cleaning. Remove dustand concrete residue.

6. If necessary, spray elements again after shuttering.

Why?

Provides fundamental protection against adhesion andcorrosion – before first soiling cover completely with releaseagent.

Helps to remove concrete and eases cleaning. Use of forceand scraping is unnecessary. Formliner / paint stay intact.

The frame is thus protected against corrosion & Formliningagainst weathering.

Removes rust, prevents corrosion and maintains ease ofmovement of parts.

Prevents damage by incorrect transport.

Prevents damage to the element frames and accessories.

The parts remain functional.

The parts remain functional.

Concrete not yet hardened and can be easily removed,thus reducing the cleaning effort.

Mixes and removes concrete residue, makes latermechanical cleaning easier.

Prevents unnecessary enlargement of nail holes anddamage to formlining. Also prevents damage to cleaningtools.

The formlining surface is clean for the next use.

43

44

Panels VARIO S Formlining: 21mm Perm. fresh concrete pressure: 60kN/m2

Panels with slip boards, cover board andcrane lifting eye 24 (1x left, 1x right).

Width of Panel = 2.50m250 x 240* 317,00 101241250 x 300 378,00 101242250 x 360 485,00 101243250 x 420 593,00 101244250 x 480 642,00 101245250 x 540 749,00 101246250 x 600 798,00 101247

Width of Panel b = 1.875m187 x 240* 240,00 101248187 x 300 287,00 101249187 x 360 368,00 101250187 x 420 450,00 101251187 x 480 487,00 101252187 x 540 569,00 101253187 x 600 605,00 101254

Width of Panel = 1.25m 125 x 240* 173,00 101255125 x 300 210,00 101256125 x 360 267,00 101257125 x 420 324,00 101258125 x 480 352,00 101259125 x 540 410,00 101260125 x 600 438,00 101261

Width of Panel = 1.00m100 x 240* 145,00 101411100 x 300 175,00 101410100 x 360 224,00 101409100 x 420 273,00 101408100 x 480 295,00 101407100 x 540 344,00 101406100 x 600 366,00 101405

Corner Panels75/75 x 240* 214,00 10147175/75 x 300 255,00 10147075/75 x 360 330,00 10146975/75 x 480 435,00 10146775/75 x 600 541,00 101465

* 2.40m high panels do not havecover board and crane lifting eyes.

Accessories:Cover board 250 6,50 101311Cover board 187.5 4,80 101318Cover board 125 3,20 101319Cover board 100 2,60 101404Cover board IE 75/75 5,50 101464

Load-bearing point Permissible load: 700kg, at maximum angle of inclination of 15°.

Weight kg Item no.

Height of corner panels

2.40m/3.00m/3.60m/4.80m/6.00m

Height of panel h = 2.40m

Height of panels 3.00m – 6.00m

VARIO GT 24

2500

297 350 350 350 350 350 29778

1250625 625

240

100

21

1875319,5 360 360 360 319,578

625 625 625 750

750

1250297 320 29778 180

1000297 29778 250

45

Width of panel = 2.50m

Width of panel = 1.875m Corner Panels 75/75

Width of panel = 1.25m

Width of panel = 1.00m

Panel heights for– VARIO Panel, Standard– * VARIO Corner Panels, Standard

2398

459

1184

2990

459

1776

3582

459

1184

4174

459

1184

4766

459

1184

5358

459

1184

5950

459

1184

1184

1184

1184

1184

1184

1184

1184

1184

1184

1184

1184

2.40*

3.00*

3.60*

4.20

4.80*

5.40

6.00*

1200

13517030 135 170 30

1825

13517030 135 170 30205205

913

1950

13517030 135 170 30205205

975

2450

13517030 135 170 30205205 445445

50

2950

13517030 135 170 30205205 445445

300 300

13517030 135 170 30

950

1450

13517030 205 205 135 170 3093 25

60

40 7 x 60 = 4206 x 60 = 360

(SRZ 95)

4620

52

152

52

6010

0

ø 6ø 9

52

210

26

236

100

120

ø 94546

20

6052

100

135 170 3013517030

1200

25

236

181

30

93

2450

135 170 30205445

46

Steel Waler SRZ SRZ 95 23,10 010600Profile U100 SRZ 120 25,30 010030Wy = 82,4cm3 SRZ 145 34,00 010610Iy = 412cm4 SRZ 182.5 40,00 010060

SRZ 195 42,70 010070SRZ 245 52,10 010050SRZ 295 61,90 010120

Special lengths and otherprofiles upon request.

Steel Waler VARIOVSRZ 24 U100 l=120/12 32,40 010440VSRZ 24 U100 l=245/12 59,10 010420

Profile U100Wy = 82,4cm3

Iy = 412cm4

Special lengths and otherprofiles upon request.Welding Unit for VSRZ/12 010490Welding Unit for VSRZ 010500

End-Detail

Weight kg Item no.

ø 6ø 9

52

130

180

26

236

100

ø 9

20

4685 60

52

93

40 170 135 25

C

236100

D

100

50

120

140

52 5055 52 55

60 52 60

1339

660

58 58

51,6

5

14

301

300

38

100

727

38

715

66

152

55

236

130

47

Internal Corner Waler IRZ 75/75 43,50 010200With U100 channel section.For erecting a 750x750mm corner panels.Allows easier striking.

Accessories:KZ Wedge (1x) 0,85 024240

Cross Waler KRZ Special LengthFor narrow lift shafts. KRZ U100 22,00/m 010180 KRZ U120 28,00/m 010270 KRZ U140 33,00/m 010190

Welding Unit for KRZ 010400

For ordering give dimensions C and D.

Steel Waler SRZ Special Length SRZ U100 22,00/m 010080 SRZ U120 28,00/m 010150 SRZ U140 33,00/m 010090

Maximum length 12,0mU100 U120 U140Wy = 82.4cm3 Wy = 121.4cm3 Wy = 172.8cm3

Additional Row of SRZ Slots 010350 Iy = 412cm4 Iy = 728cm4 Iy = 1210cm4

End Plate SRZ 0,35 710001For special steel waler.

Wedge KZ for bracing.

(not supplied)

Shuttered

Weight kg Item no.

ca. 24mm

162

52

120 53

236

46

M 1652 60

198,5 65

7

21 100

48 125 n x 125

46

51

60

7 x 60 = 420

3753

120

112

65 65

140

60 52 60

55 52 55

ø 21

48

17

19

722

70

1222

972

1472 17

22 1972 22

22 2472 27

22 2972

3472

3972

4472

4972

5472

5972

4972

72

97

122

147

172

197

222

247

272

297

347

397

447

497

547

597

497*

7051

0

7070

760

7070

530

410

70

7070

595

595

70

7070

879

561

70

7070

535

550

7070

535

7070

535

800

7070

535

7070

535

657

7070

323

7053

5

7070

535

615

7070

615

7053

5

7070

535

800

7070

680

7053

5

7070

535

636

7070

638

7053

570

636

7070

535

585

7070

645

7058

570

525

7053

5

7070

535

654

7070

933

7065

459

970

535

70

7070

535

654

7070

898

7065

453

270

535

7070

532

7070

535

616

7070

872

7051

951

970

535

7070

558

7061

6

7070

535

700

7070

639

7082

182

170

535

7051

970

700

70

7070

535

654

7070

654

7065

465

470

535

7070

654

36 70 x

Universal Steel Waler SRUComplete with Spacer Sleeve,Hex. Bolt M20x90, galv. andHex. Nut M20, galv.

U120 profile SRU 72 18,20 103868Wy =121,4cm3 SRU 97 24,40 103871Iy =728cm4 SRU 122 31,00 103874

SRU 147 37,60 103877U140 profile SRU 172 44,40 103886Wy =172,8cm3 SRU 197 51,00 103889Iy =1210cm4 SRU 222 57,60 103898

SRU 247 64,40 103892SRU 272 71,00 103929SRU 297 77,60 103903SRU 347 91,00 103906SRU 397 104,00 103915SRU 447 117,00 103918SRU 497 131,00 103922SRU 547 144,00 103925SRU 597 157,00 103928

SRU 497 158,00 103943 U140*

VARIO Extension 24 U120 7,33 104027Complete with:Hex. Bolts ISO 4017 M16x50-8.8, galv.Item no. 710252, washer 18, DIN 434, galv.Item no. 710880 and Hex. Nut ISO 7040M16-8, galv., Item no. 104024 (4 each)

Weight kg Item no.

4480

948

765

429

765

8032

20

46

80

990

14702110

160

11

44

8

160 160

80

600

760

600

760

44

640

790

483

69080

990

45

30

80

80

32

10

12

3030

10160 160

49

Coupling VKZFor continuously variable tight (tension andcompression) connection of steel walersSRZ, SRU or for Filler Profiles.Wy = 17,1cm3

Iy = 68,3cm4

VKZ 99 9,00 013010VKZ 147 13,30 013020VKZ 211 19,10 013030

VKZ Special Length 9,00/m 013080

Offset Coupling VVKZ 3/99 7,11 101395For connecting extended VARIO elements withnon-extended VARIO elements above theextension.Wy =12,6cm3

Iy =50,4cm4

Articulated VARIO Coupling GKZFor continuously variable tight (tension andcompression) connection of steel walerswith oblique angles greater than 48°.

GKZ 60/60 11,40 013220GKZ 76/76 14,20 013210

GKZ Special Length 9,00/m 013230

Corner Coupling EKZFor continuously variable tight (tension andcompression) connection of steel walersespecially for shaft formwork.

EKZ 95/43 12,00 013140EKZ 76/76 13,40 013130

EKZ Special Length 9,00/m 013180

Weight kg Item no.

845

845

120

44

80 46

160 160 160

99080

44

247

B15

640

600

44

483

600

32

11

50

46

51ø 21

685

62,5 187,5 187,5125 62,5

47,5

40

47,521

0

Wedge position to articulatethe coupling

Wedge position to articulatethe coupling

Universal Coupling UK 70 10,80 103737For bending-resistant connection of theSRU Universal Steel Waling andConnecting SLS heavy-duty spindles.

Accessories:Fitting bolt ø 21x120mm 0,46 104031

External corner coupling AKZ 85/85 24,80 103850For continuous connections of SRUand SRZ steel walings under tensionand pressure on external corners.

VARIO coupling VKS 99 8,70 102825For connecting VARIO GT 24 panels.Can be used to eliminate offsetsof up to 5mm.

Accessories:VARIO alignment clamp VRS, galv. 2,10 102945

Articulated coupling GKS 60/60 11,30 103054Can be used to eliminate offsetsof up to 5mm.

Accessories:VARIO alignment clamp VRS, galv. 2,10 102945

VARIO alignment clamp VRS, galv. 2,10 102945Used in conjunction with couplingVKS 99 or articulated coupling GKS.Can be used to eliminate offsetsof up to 5mm.

Weight kg Item no.

max. 5mm

21 mm diam. Connection forSLS heavy-duty spindle

ø 50 for usingTie Rod Cylinder Yoke, galv.

152

(U10

0)

162

(U12

0)

20

2098

(164)

150 (184)

102

152 (U100)

162 (U120)172 (U140)182 (U160)

8220 20

152 (162) (172)

80

M 8x70(M 8x100)DIN 603

M 8x70DIN 603

152 (162) (172)

160

51

Hook Strap 24, galv.For connection of GT 24 Girder to SRZ.

HB 24-100/120 0,61 024070For SRZ U100/U120

HB 24-140/160 0,69 024080For SRZ U140/U160

Spare Bolt:F.H. Bolt M8x70 MU DIN 603, galv. 0,04 024140

Hook Strap Uni HBU 20-24 0,83 104931Hook Strap Uni HBU 24-28 0,85 103845For fixing one GT24 or VT 20K girders tosteel walings U100 – U140. Girders can beinfinitely fixed at rightangles or oblique tothe waling. Also used outside the node point!

Hook Strap Uni Double HBUD 20-24 0,85 104930Hook Strap Uni Double HBUD 24-28 0,88 104096For fixing two GT24 girders or VT 20Kgirders to steel walings U100 – U140.Girders can be infinitely fixed at rightanglesor oblique to the waling.Also used outside the node point!

Hook Strap HB Cross Strap 150 0,58 024860Double Hook Strap for GT 24 0,73 024170For connecting 1 (2) GT 24 outside the joint,and for connecting edge timbers to the steelwaler SRZ. Girders can also be fixed obliqueto the waling.

Spare Bolt:F.H. Bolt M8x70 MU DIN 603, galv. 0,04 024140F.H. Bolt M8x100 MU DIN 603, galv. 0,05 710240

Weight kg Item no.

min

. 200

max

. 240

min

. 240

max

. 280

152

(U10

0)

162

(U12

0)

64 78

20

164

100

151

80

162 (U120)152 (U100)

20

20

36

113

82 20

45

152 (U100)

34

54 90

98

52

Girder Claw HB 0,86 024600For SRZ U100/U120.For connection of end Girders GT 24to SRZ Steel Waler.

Spare Bolt:F.H. Bolt M8x100 MU DIN 603, galv. 0,05 710240

Fix Strap U100/120, galv. 0,72 024630For connection of GT 24 Girderin a VARIO Corner unit.

Spare Bolt:F.H. Bolt M8x100 MU DIN 603, galv. 0,05 710240

Quick Strike Hook Strap 24-100/140, galv. 0,92 024640For the connection of GT 24 Girderto SRZ Steel Waler U100 - U140at any position or angle.

SAFETY PRECAUTION!If the crane splice 24 or crane lifting pointunit 24 is being used, GT 24 girdersconnected with the quick strike hook strapmust also be screwed with a correspondingnumber of formlining screws!

Hook Strap HBA 30, galv. 0,74 024610For connection of GT 24 Girder toSRZ U100/U120 when Steel Waleris fixed off node.

Spare Bolt:F.H. Bolt M8x70 MU DIN 603, galv. 0,04 024140

Chord timber 6/8 e ≈ 1.0m

Weight kg Item no.

M8x100DIN 603

M8x100DIN 603

Nail hole ø 4

Nail hole ø 4

Secured with double-headed nail (x2)Always use hookstrap crosswise.

53

8

80

155

131

92

22

51

35 20

208

8ø 8

390

20

ø 18

48 20

254

48

95

128

120

4890

ø 4 ø 1222

107

12

25

SKZ Tie Yoke 2,30 024210For tensioning external corners.Suitable for SRZ Profile U 100 to U 140or couplings.

Accessories:KZ Wedge (1x) 0,85 024240

Wedge KZ 0,85 024240For connecting panels with VARIOcouplings or fixing tie yoke SKZ.

`

Note:Always leave even number of slotsfree between the wedges KZ .

Coupling Compression Plate KDP 1,30 024220For connecting GT 24 to VARIO Couplingsto form infills.

Accessories:Wedge K (1x) 0,34 024250Coach ScrewF.H. Bolt M8x60 DIN 571, galv. (4x) 0,023 024270

Wedge K 0,34 024250For connecting Coupling CompressionPlate KDP or Wedge Head Piece.

Stopend Tie VARIO 2,10 013240For stopend panels in VARIO GT 24.

Permissible Load: 30,0kNAccessories:Wedge KZ (2x) 0,85 024240

Weight kg Item no.

ThreadDW15

SW 30/70

Wedge KZ with2 slots free

Wedge KZ with4 slots free

2 Wedge KZ configurationspossible:

Wedge KZ

min

35°

max

70°

60 100

40

136 145

14

170

145

15

170

30

155

30

152

(U10

0)16

2 (U

120)

35150

100

24

1480

27U100

U120

U140

27

27

48

54

Girder Headpiece GT 24, galv. 4,50 028050For fixing Push-Pull Propsand Kicker Braces to the GT 24 Girder.Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Girder Headpiece GT 24/A, galv. 4,60 028070For attaching push-pull props or as areplacement for the Platform Connectorwith extended GT 24 girders in the areaof the Extension Splice 24-2.Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Wedge Headpiece SRZ/SRU 2,10 028060For fixing Push-Pull Props and Kicker Bracesto the Steel Walers SRZ/SRUProfile U100, U120 and U140.Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Accessories:Wedge K (1x) 0,34 024250

Hook Strap for SB 1 / 2, galv. 2,80 027590For connecting Brace Frame SB 1 and SB 2to SRZ Steel Walers U100 to U140.

Requires 22mm spanner.

Weight kg Item no.

ø 16x42FS 4/1

min

52

max

100

ø 16x42FS 4/1

M14

min 40

max 100

ø 16x42FS 4/1

122

28

850

626

35

59

648

117

30 25

110

31

60

60

110

180228

20

225

9090

55 ≤ 15°

≤ 15°

55

Extension Splice 24-2 7,20 024480For height extension of formwork panelswith GT 24 Girders up to a height of 8,0m.Complete with:Triple Wingnut (2x)

Required quantity per panel b = 2,50m.- form height up to 5,00m: 4 pieces.- form height up to 8,00m: 8 pieces.

For load capacityrefer to PERI Formworkand Design Tables.

Crane Splice 24 3,90 070760Min. 2 N° per formwork unit.Complete with:Pin ø 16x65/86 and Cotter Pin 4/1 (1x).Follow Instructions for Use.

Lifting device toBGR 500Permissible load:700kg, at maximumangle of inclinationof 15°.

Crane Eye 24, right 2,80 021990Crane Eye 24, left 2,80 021980Complete with:Hex. Bolt ISO 4014 M10x110-8.8, galv.,Washer DIN 440 R 11, galv. andHex. Nut ISO 7042 M10-8, galv. (4x).Drawing shows Crane Eye 24 left.

Load-bearing pointPermissible load:700kg, at maximumangle of inclinationof 15°.

Weight kg Item no.

ø 16x65/86FS 4/1

M10x110

56

2,7

15

2015

150

300

700

300

700

2000

150

235

235

21

150

180

640

1000

180

150

126

21

34 65

21

75

10

ø 3,1

Coach Screw DIN 571, galv.Requires 13mm spannerfor additional connection of girdersto the end plates SRZ.

8x60, galv. 0,023 0242708x80, galv. 0,027 024260

TSS-Torx, galv.For Torx-Bits TX 30. Self-tapping.For fixing formlining.

6x60 0,008 0244706x80 0,010 024690

Double Headed Nail L = 65mm 1,00 018280For securing Quick Strike Hook Straps.Delivered in packs of 1000 pcs.

Formwork Joint SSP 21/20 L = 2,50m 0,50 030260Formwork Joint SSP 21/40 L = 3,00m 1,20 101706Plastic. For easy stripping of shaft forms.

Chamfer Strip with Flange L = 2,50m 0,47 031200Plastic.

Quick Release Corner SSEFor easy stripping of shaft forms.It is recommended that the SSEis removed immediately afterconcreting.

SSE 100 32,20 025200SSE 200 70,00 025210SSE 300 105,00 025220SSE 400 140,00 025230SSE 500 180,00 025240

SSE Special Length 35,00/m 025250

Formlining 150mmshorter than concrete.

Weight kg Item no.

max 20 max 40

4585

1050

600

184

76270

450

50

65 35

ø 7

57

1650

1050

450

50

1274

92

85

ø 7

50

70

720

Scaffold Bracket GB 80 (GB) 11,80 102926Complete with:Captive Locking Pin.

Permissible Load: 150kg/m2

Max. Allowable Spacing: 1,25m

Corner Scaffold Bracket (GB)EGB 24-80 right 14,60 102934Corner Scaffold Bracket (GB)EGB 24-80 left 14,60 102931Complete with:Captive Locking Pin.

Permissible Load: 150kg/m2

Allowable Spacing: 1,25m

Weight kg Item no.

Girder spacingmin 220

1175

470

541

1299

8771015

2480 (1855) (980)

2327 (1702) (827)1897215

470

1175

1299

541

2327 (1077)1897215

2480 (1230)

8771015

645

690

250

164

164

164

250

164

164

164

58

VARIO Platform 100x250* 154,00 105986100x187,5 114,00 102920100x100 82,70 103203

With 45mm thick platform.* with VARIO Platform Handrail 80 (2x).

Permitted loading capacity: 150kg/m2

Accessories:VARIO Platform Connector (4x) 4,05 100541VARIO Platform Brace 167 (2x) or 8,38 101273VARIO Platform Brace 246 (2x) 12,00 101269

VARIO Platform with 100x250* 155,00 105985access hatch 100x125 97,90 102415With 45mm thick platform and integrated,self-closing, access hatch.* with VARIO Platform Handrail 80 (2x).

Permitted loading capacity: 150kg/m2

Accessories:VARIO Platform Connector (4x) 4,05 100541VARIO Platform Brace 167 (2x) or 8,38 101273VARIO Platform Brace 246 (2x) 12,00 101269

Weight kg Item no.

left

right

2125

849

1040

1290

140

1288

1020

986

275

1110

59

Weight kg Item no.

VARIO External corner platform 62,80 103992Wrap-around platform with pivotinghandrail and continuous 45mmthick platform.For external corners of 80° to 100°.

Permitted loading capacity: 150kg/m2

VARIO End platform 35,00 103932For stopend formwork.Per stopend formwork and platform level (2x).

Handrail for end platform VARIO 22,30 103865With folding platform handrail 80 VARIO.For wall thicknesses of up to 500mm.Per end platform (1x).

Transport size 2190

1299

268

1299

268

175

175

85

896

740

60

1042

ø 6

ø 7

35

65

50

500

1050

1300

39

60

VARIO Platform beam left 15,80 105480 right 15,80 105484

For assembling VARIO filler platformswith bolted boarding.

Accessories:VARIO Platform Connector (2x) 4,05 100541VARIO Platform Brace 167 (1x) or 8,38 101273VARIO Platform Brace 246(1x) 12,00 101269Handrail Post HSGP (1x) 3,54 034580

Platform Bracket VARIO VBK 90 9,40 105823Complete with:Pin ø 20x120 DIN 2341 Form B andcotter pin 4/1 (1x).

Permitted loading capacity: 150kg/m2

Maximum spacing: 1,25m

Accessories:Handrail Post HSGP (GB) (1x) 4,60 103996

Handrail Post HSGP (GB) 4,60 103996

Weight kg Item no.

65

30 25

5050

1726 (2518)

1576 (2368)

25

208

60

208

2614

151

7750

1519

0

132

82

60

880

420

35

810

830

350

20

5020

115

35

ø12x70

80

38

56

50

2210-3710

300

350

180

94

61

VARIO Platform Connector 4,05 100541For connecting the VARIO platform andthe platform brace to the VARIO panel.4 x per VARIO platform

VARIO Platform Brace 167 8,38 101273VARIO Platform Brace 246 12,00 1012692 x per VARIO platformComplete with:pin ø 16x65 and4/1 cotter pin (2x)

VARIO Platform Handrail 80 5,44 100813Complete with:pin ø 12x105 (2x) and4/1 cotter pin (2x)

Ladder 240-360 24,10 107738Extendable.

Weight kg Item no.

ø12x105 FS 4/1

ø12x105 FS 4/1

62

01 PERI GmbH Rudolf-Diesel-Strasse 89264 Weissenhorn info@peri.de www.peri.de

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32 PERI AS Valdmäe 8 Tänassilma Tehnopark 76401 Saku vald Harjumaa peri@peri.ee www.peri.ee

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37 PERI GmbH Lebanon Representative Offi ce AYA Commercial Center, 7th fl oor, Dora Highway, Beirut P.O. Box 90 416 Jdeidet lebanon@peri.de www.peri.de

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3739 40

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45

4749

50 51

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5760 56

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Iran

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Jordan

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Qatar

Algeria

PERI GmbHFormwork ScaffoldingEngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)7309.9 50- 0Fax +49 (0)7309.9 51- 0info@peri.dewww.peri.de D

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