ventilated facades catalogue - index fixing systems

Ventilated facades

Ventilated facades

In this summary, we present all of the metal, chemical and plastic anchors that are most widely used in this sector, which have undergone tests and European Technical Assessments (ETAs) to ensure fast and safe fixings, depending on the base material and anchoring system considered for the facade.

For special uses, we recommend using our main catalogue, where you will find the right solution for your particular use. If you require any calculations or technical advice, we recommend that you contact our Technical Department, which will be able to give you the assistance you need, on the direct telephone line (+34 941 272 137) or by email ([email protected]).

Additionally, INDEX Fixing Systems wants to stress the importance of and responsibility attached to selecting a suitable system for each use, to offer the user maximum safety of use and performance, so we recommend that all facade systems are designed with the necessary technical expertise and thoroughness to ensure that the facade system used has a satisfactory useful life and service life.

In this manual, we aim to provide the best practice guidelines for using the range of products that INDEX Fixing System has on the market, showing you the right product for each specific use, while stressing that you should always take into account the specifications and recommendations of the manufacturer of each facade system installed.

We would like to thank our customers, users and staff whose help and support have made it possible for us to prepare this manual, which we hope will be of great assistance to you in your professional endeavour.

Best regards.

INDEX Fixing Systems

General overviewINDEX Fixing Systems offers you a guide with the main anchors that are approved for facade systems.

These fixing systems offer numerous possibilities, depending on their intended use. Criteria such as quality, safety, fast assembly and coatings are key factors when choosing between different fixing systems.

The aim of this manual is to summarise the aspects of facade installation that we consider to be most important, serving as a guide for the installer to facilitate the installation of the systems and ensure that the fixings are as safe and secure as possible, in accordance with current regulations.

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G

H

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J

K

A

B

C

D

L

Ventilated facades

Basic concepts of facadesDESCRIPTION

The ventilated facade is a construction system consisting of an inner skin and outer skin, which are separated by a ventilated air chamber.

PROPERTIES AND CHARACTERISTICSThe supporting metal structure is fixed to the wall of the building using fixing elements, making installation possible in separate layers, such as an outer wall and insulation material, so that an intermediate air cavity (chamber) can be created.

The width of the ventilated air chamber in these facades is normally at least 2.5 times the thickness of the panel, never less than 3 cm, with at least 5 cm being recommended. The "chimney" effect results in natural ventilation (hence the term ventilated facade) which offers notable benefits:

• It improves the thermal insulation conditions.

• Protection against direct solar radiation.

• Enables ventilation of the energy absorbed by the panelling.

To be considered a ventilated facade, it must be open at the top and bottom so that a blast of air can be created. If there are open joints between the pieces of panelling, these are called “open-joint” facades.

PURPOSE

• Thermal and acoustic insulation of the building.• Protection of the construction elements.• Appearance of the building.

4

Outer wall

Air chamber

Insulation material

Cladding of the building

Flux released

Dissipated solar radiation

Reflected solar radiation

Flux transmitted inwards

Climatic factors

Maximum outdoor temperature

Minimum indoor temperature

Indoor temperature

A

B

C

D

I

E

J

F

K

G

L

H

F

SOLAR RADIATION

5

TYPES OF FACADES

a) By the type of anchoring to the support

By substructure(columns or columns and beams)

Fixing with hidden clip Fixing with profiles to the grooved tiles

Fixing with visible clip

Point-supported(mechanical or chemical)

b) By the type of joint with the substructure

c) By the material

• Stone• Ceramic• Composites• Metal• Bakelite wood• Heavy panels• GRC panels

• Panels made from innovative materials

Ventilated facades

6

PROS

Energy efficiency due to higher insulation capacity of the covering.

Less damage over time, with savings in repairs and maintenance costs.

Prevents damp and thermal bridges on the outer walls. Eliminates the risk of interstitial condensation.

Easy to assemble, install and dismantle. Easy to change and/or replace the cladding elements.

Depending on the conditions and the state of the support, its fastening and installation system means that it can be used in restorations and renovations.

Acoustic insulation against airborne noise from outside.

CONS

• It has a higher construction cost than traditional systems.

• It may become detached, so any possible detachment of panels must be analysed and their installation must be carefully monitored.

• Ageing of the material, especially in humid climates.

• If you do not use suitable material, there is a risk that fire will spread between floors via the chamber.

• Not impact-resistant; a common problem for building facades at street level. They require a mortar base or physical protection at the footing.

Ventilated facades

7

DESIGN, CONSTRUCTION AND/OR APPLICATION

Components of the ventilated facadeThe ventilated facade is assembled by fitting thin pieces of stone, ceramic or other materials, fixed to the support with metal anchors that are placed in a visible or hidden position, leaving a space between the panelling and the supporting area for an air flow to circulate.

It should always be assembled outwards, starting with the inner skin and then the subsequent surrounding layers. This is the only way to ensure that the outer skin is fixed properly to the inner skin, that the insulation material is effectively attached to the inner skin and that the work has the desired design when viewed from outside.

Insulation material attached to the curtain wall that is to be covered. The most widely used insulation materials are sprayed polyurethane and expanded polystyrene. It is important that thermal bridges do not occur on the structure of the columns, so the insulation should pass behind these, towards a point-supported anchoring system on the facade.

Substructure composed of supporting and adjustable profiles fitted to the outside perimeter of the building, upon which the outer covering is fixed.

Air chamber between the insulation material and the exterior finish material. Fully open at several points (at least 3 cm thick and no more than 10 cm, depending on the thickness requirements of the chamber established according to the level of resistance to filtration provided by the water penetration barrier, as outlined in B3 of the DB HS1 of the Spanish Technical Building Code (CTE)).

Exterior finish which remains separate from the curtain wall. The outer skin should not have a rigid connection with the building it is covering and it must be built with the necessary joints to ensure that it can freely deform without cracking.

4

4

11

3

2

Cold air entering

Hot air leaving

1

2

3

4

View of the metal anchor in a concealed position

1

3

4

Ventilated facades

Applicable conditions, basic requirements and specificationsThe ventilated facade's enclosure systems are considered alternative technical solutions to those outlined in the CTE's Basic Documents, so a specific analysis is necessary to show that they comply with the CTE's basic requirements.

To demonstrate this, methods which are suitable for the construction system under analysis are used to verify that it complies with the threshold values and assessment criteria established for the performance specifications associated with each basic requirement. Some of the system's performance specifications are verified by directly using the Basic Documents. However, to verify other characteristics, a more specific analysis is required, and it is necessary to establish threshold values and verification methods that are appropriate for the enclosure system of the ventilated facade being analysed.

In addition to the CTE itself, we may consider the following reference documents:

1. The harmonised technical specifications of the Construction Products Regulation 305/2011, i.e. the harmonised standards and European Technical Assessments (ETA), with the latter obtained from the ETAGs or from the common procedures established and approved by the various bodies that are members of the EOTA (European Organisation for Technical Approvals).

2. The technical reports of the EOTA (Technical Reports) regarding the methods for verifying the specific characteristics for certain construction products.

3. The international standards (ISO) or the standards from other European countries under whose regulatory framework the construction system or verification methods and associated assessment criteria are considered.

4. Other Spanish standards and documents relating to suitability, such as the Fitness for Use Document (DAU).

Condition Requirement Specification Applicable to Definition level according to table 2

Structural safety (SE)SE1: Strength and stability Mechanical strength and stability Inner skin

Outer skin Level 1

SE2: Suitability for service Deformation (sag and collapses) Inner skinOuter skin Level 2

Safety in the eventof fire (SI)

SI1: Internal propagation Fire reaction of the inner face Inner skin Level 1

SI2: External propagationFire reaction of the outer face Outer skin Level 1

Fire resistance Inner skin Level 1

Health, safety and protectionof the environment (HS)

HS1: Protection against dampness

Degree of impermeability to rainwater Inner skinOuter skin Level 2

Drainage capacity of the air chamber Outer skin Level 2

Condensation limitation Inner skin Level 1

Hazardous substances Content or release of hazardous substances Materials ofthe components Level 3

Safety of use and accessibility (SUA)

SUA2: Risk of impact Impact resistance Inner skinOuter skin Level 3

SUA8: Risk of lightning strike Equipotentiality Inner skinOuter skin Level 3

Noise protection (HR) HR: Noise protectionInsulation against airborne noise from the outside

Inner skin Level 1

Energy saving and thermal insulation (HE)

HE1: Limiting energy demandThermal insulation Inner skin Level 1

Air permeability Inner skin Level 2

Other additional conditionsDurability

Corrosion Metal components Level 3

Accelerated ageing material Materials ofthe components Level 3

Identification of the componentsCharacteristics of the componentsrelating to the performance of the system

Components Level 2

Table 1. Conditions, basic requirements and performance specifications applicable to the enclosures of the ventilated facade.

8

Ventilated facades

9

Bases for justifying alternative technical solutions to the CTE

As indicated in article 5 of the CTE, there are two possible alternative methods for demonstrating compliance with the basic requirements of the CTE:

- In the project, adopting technical solutions based on the Basic Documents (DB), whose application demonstrates compliance.

- Adopting alternative technical solutions that require specific proof of compliance with the basic requirements.

Furthermore, in the same article it specifies that the basis for justifying alternative technical solutions to those considered in the DB of the CTE is to establish the equivalence of the specifications with those that would be obtained by using the DBs.

In order to establish this equivalence, it is necessary to extract and classify the type of information contained in these DBs, following the method used in article 3 of the CTE. According to this, the basic requirements in the DBs can be said to relate to:

- quantifiable performance specifications applicable to the whole construction system or parts of it.

- threshold values or assessment criteria to verify compliance with these specifications.

- standard verification methods or procedures to assess the threshold values of the specifications considered in each case.

Therefore, technical and quantitative verification of compliance with the basic requirements of the CTE consists of establishing the performance specifications for each basic requirement, using methods that are appropriate for the construction system to show compliance with a specific threshold value or criterion for that characteristic.

Therefore, the performance specifications applicable to an alternative construction system can be classed in what we have come to call 3 "levels":

1. Specifications that are fully defined in the DBs, including their threshold value or assessment criterion and verification method and which, therefore, can be shown through the direct application of the DBs.

2. Specifications that are partially defined in the DBs; in this regard we may find:

A. Specifications indicated in the DBs whose threshold value or assessment criterion are defined but the verification method is not.

B. Specifications indicated in the DBs whose verification method is defined but the threshold value or assessment criterion are not.

C. Specifications indicated in the DBs with no threshold value, assessment criterion or verification method defined.

3. Specifications which are applicable to the alternative construction system but are not defined in the DBs, but the basic requirement is defined in the CTE.

Definition level Level 1 Level 2 Level 3

Basic requirement YES YES YES

Performance specification YES YES NO

A B C

Threshold value or assessment criterion

YES YES NO NO NO

Verification method YES NO YES NO NO

Table 2. Definition level of the basic requirements and performance specifications applicable to alternative solutions for construction systems.

Basic requirements Performance specifications

Threshold values or assessment criteria

Verification methods

Ventilated facades

Uses of the anchorsDue to the numerous situations in which fixings might be used in facade systems, we will highlight those which, for the sake of safety, welfare and health, could represent safety-critical situations.

The aim of this manual is to help both the designer and the installer to determine what fixings can be used in critical situations that allow them to have an overall idea of the risks and the best technical solutions available for each type of application.

According to ETAG-034*, the fixing systems of the facade substructure and the tensile and shear strength loads are detailed in the product's ETA, obtained through the ETAG. So the anchors installed will be approved under European Construction Products Regulation no. 305/2011, CPR, thus ensuring that the fixing will be in a safe and stable condition throughout the useful life of the substructure.

*Guideline for European technical approval of kits for external wall claddings. Parts I and II.

Improving energy efficiencyFrom an energy point of view, during hot weather, ventilated facades allow you to reduce the heat that enters the building by using four mechanisms: reflecting solar radiation with the cladding (according to its colour), ventilating the intermediate air cavity, external thermal insulation and inertia, so you achieve significant reductions in air conditioning costs. During cold weather, ventilated facades do not provide any benefits.

Furthermore, ventilated facades enhance acoustic insulation against outside noise, as they are made up of layers of walls, intermediate air cavities and insulation material, which determine the level of sound absorption. This is dependent on the reflective, absorbent and sound transmission properties of the materials used, and their size, thickness, where they are placed and the behaviour of the building's masonry structure.

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Ventilated facades

11

Both types of anchors have advantages and disadvantages.

The anchors that are installed in-situ consist of headed bolts, T-shaped rods or J-shaped rods and a hook and they work using adhesion and support. They are installed directly in the concrete and it is necessary to wait until this has set before assembling the structure or supporting element. Their main disadvantage is that they are difficult to adjust and must first be located in a layout drawing to determine their exact position.

On the other hand, post-installed anchors are fitted when the concrete has set. They can be located to make any changes. Their main disadvantage is that they normally support smaller loads than those above and the critical distances between anchors and edges are generally large.

Types of anchorsThere is a wide range of types of anchors. To give you a general idea, fixing systems can be classified in two large groups: anchors that are installed in situ or post-installed anchors.

The anchors installed in-situ are fitted while the construction work is being carried out. They consist of the anchors that are installed before the concrete sets, becoming embedded in the base material.

The post-installed anchors are fitted after the concrete has set, with holes being made in the base material, before later installing the anchor.

Anchor selection

In-situ anchor Post-installed anchor

Plastic anchorChemical anchor Metal anchor

weld

11

Examples of anchors installed in-situ

T-shaped rod J-shaped rod

Ventilated facades

MOPOSE POLYESTER MOEPSE EPOXYACRILATEPage 23

Page 32

TESTED

TESTED

TNUX T-NUX ACountersunk head

T-NUX A A4A4 Stainless Steel. Countersunk head

T- NUX EHex head

T-NUX E A4A4 Stainless Steel. Hex head

MOPOLY POLYESTER

Page 51

Page 14

Page 48

TESTED

AV

MTH

AVCA2 Stainless steel ribbed anchor

AVRA2 stainless steel threaded anchor

MTH Zinc-plated anchor

MTH-A4 A4 stainless steel anchor

MTPMTP Zinc-plated anchor

MTP-G Sheradised anchor

MTP-A4 A4 stainless steel anchor

Page 38

Page 43

13

MOPOLY POLYESTER

14

300ml

410ml

170ml

CODE SIZE

NORMAL

MOPOLY170 170 ml. 12



STONE COLOUR

MOPOLYP300 300 ml. 12

MOPOLYP410 410 ml. 12

LOW TEMPERATURES

MOPOLYW300 300 ml. 12

MOPOLYW410 410 ml. 12

CHARACTERISTICS•Easytoinstall.•Usedinuncrackedconcrete,hollowandsolidbricks.

•Usedformedium-highloads.•Usedforstaticorquasi-staticloads.•A2andA4stainlesssteelversions.•Polyesterresinforalltypesofmaterials.

USES•Fixingofstonepanelling.•Restorationoffacades.•Fixingofbillboards,bracketsforairconditioning,boilers,awnings,signs,balconies,shelves,railingsetc.

M8

773 kg

M10

1,029 kg

M12

1,426 kg

M16

2,082 kg

M20

3,241 kg

M24

4,500 kg

CONCRETEC 20/25

115 kg

M8, M10, M12HOLLOW BRICK

RECOMMENDED TENSILESTRENGTHS

BASE MATERIALLOADS

EXAMPLES OF USES

DRILL HOLECONDITION

Threaded rod

VALID FOR

M8 - M24SIZES

115 kg4,500 kg

TESTED

MOPOLY POLYESTER

15

DIESES PRODUKT WIRD NICHT IN DEUTSCHLAND

VERTRIEBEN

ITEM CODE SIZE PHOTO COMPONENT MATERIAL

1MOPOLY170MOPOLY300MOPOLY410

170 ml300 ml410 ml

MORTARPOLYESTER

Polyester resin with styrene. Presentation: 170, 300 and 410 ml cartridges

12

2MOPOLYP300MOPOLYP410

300 ml410 ml

MORTARPOLYESTER

STONE COLOUR

Polyester resin with styrene stone colour. Presentation: 300 and 410 ml cartridges

12

3MOPOLYW300MOPOLYW410

300 ml410 ml

MORTARPOLYESTER

WINTER

Polyester resin with styrene, for use in low temperatures. Presentation: 300 and 410 ml cartridges

12

1. RANGE

2. ACCESSORIES

ITEM CODE PHOTO COMPONENT MATERIAL

1

MOPISSI

APPLICATORGUNS

Gun for 170 and 300 ml cartridges

MOPISTO Gun for 410 ml coaxial cartridges

MOPISPRGun for 410 ml coaxial cartridges, professional use

2

MO-ESEQ-ACEQ-A2EQ-A4

STUD BOLT

ISO 898 class 5.8 steel threaded stud boltsISO 898-1 class 5.8 steel threaded stud bolts A2-70 stainless steel stud boltsA4-70 stainless steel stud bolts

3 MORCEPKITCLEANING BRUSHES

Set of 3 cleaning brushes of ø14, ø20 and ø29 mm

4 MOBOMBA CLEANING PUMPPump for cleaning residual dust and fragments in the drill hole

5 MORCANU MIXING NOZZLE Plastic. Helical static mixer

6 MO-TN NYLON SLEEVE Plastic colour white or grey

7 MO-TRMETAL THREADED

SLEEVEMetal threaded sleeve M8, M10, M12, zinc-plated

8 MO-TM METAL SLEEVE Metal sleeve Ø12, Ø16 and Ø22

MOPOLY POLYESTER

16

SIZE M8 M10 M12 M16 M20 M24

d0d0: nominal diameter [mm] 10 12 14 18 22 26

df df: diameter in anchor plate ≤ [mm] 9 12 14 18 22 26

TinsTins: torque ≤ [Nm] 10 20 40 80 150 200

Circular cleaning brush Ø14 Ø20 Ø29

hef,min = 8d

hodrill hole depth [mm] 64 80 96 128 160 192

scr,Ncritical distance between anchors [mm] 192 240 288 384 480 576

ccr,Ncritical distance to edge [mm] 96 120 144 192 240 288

cminminimum distance to edge [mm] 35 40 50 65 80 96

sminminimum distance between anchors [mm] 35 40 50 65 80 96

hminminimum thickness of concrete [mm] 100 110 126 158 204 244

Standard stud bolt







hef,max = 12d







Bichromated stud bolt code

EQAC08110 EQAC10130 EQAC12160 EQAC16190 EQAC20260 EQAC24300

A2 / A4 stainless steel stud bolt codeEQA208110 EQA408110

EQA210130 EQA410130

EQA212160 EQA412160

EQA216190 EQA416190

EQA220260 EQA420260

EQA224300 EQA424300

3. INSTALLATION DATA3.1 CONCRETE FIXINGS

The depth value hef may be selected by the user from between hef,min = 8d and hef,max = 12d. Intermediate values can be interpolated.Critical distances are those where the anchors from a group of anchors are not affected by one another in relation to tensile loads. For shorter distances, the corresponding reduction factors should be applied down to the minimum distances.Standard stud bolts are available for each size, as shown in the table.

hmin df

d 0

tfixh1= hnom = hef

MOPOLY POLYESTER

17

Brick no. 1Hollow fired clay brick HLz 12-1.0-2DF in accordance with EN 771-1 Length / width / height: 235 mm / 112 mm / 115 mmfb ≥ 12 N/mm2 / ρ ≥ 1.0 kg/dm3

Brick no. 2aSand-lime hollow brick KSL 12-1.4-3DF in accordance with EN 771-2Length / width / height = 240 mm / 175 mm / 113 mm fb ≥ 12 N/mm2 / ρ ≥ 1.4 kg/dm3

Brick no. 2bSand-lime hollow brick KSL 12-1.4-2DF in accordance with EN 771-2Length / width / height = 250 mm / 240 mm / 237 mm fb ≥ 12 N/mm2 / ρ≥ 1.4 kg/dm3

Brick no. 3Solid fired clay brick Mz 12-2.0-NF in accordance with EN 771-1 Length / width / height = 240 mm / 116 mm / 71 mm fb ≥ 12 N/mm2 / ρ ≥ 2.0 kg/dm3

Brick no. 4Sand-lime solid brick KS 12-2.0-NF in accordance with EN 771-2 Length / width / height = 240 mm / 115 mm / 70 mm fb ≥ 12 N/mm2 / ρ ≥ 2.0 kg/dm3

Brick no. 5Hollow fired clay brick HLzW 6-0.7-8DF in accordance with EN 771-1 Length / width / height = 250 mm / 240 mm / 240 mm fb ≥ 6 N/mm2 / ρ ≥ 0.8 kg/dm3

Brick no. 6Lightweight hollow concrete block Hbl 2-0.45-10DF in accordance with EN 771-3 Length / width / height = 250 mm / 300 mm / 248 mm fb ≥ 2.0 N/mm2 / ρ ≥ 0.45 kg/dm3


Brick no. 8Concrete block Hbn 4-12DF in accordance with EN 771-3 Length / width / height = 370 mm / 240 mm / 238 mm fb ≥ 4 N/mm2 / ρ ≥ 1.2 kg/dm3

3.2. SOLID OR HOLLOW BRICK FIXINGS3.2.1 TYPES OF BRICKS

MOPOLY POLYESTER

18

In certain cases, to install fixings in bricks into which a bolt needs to be screwed, a metal sleeve with an internal thread can be used for fixing. In this case, the metal sleeve with an internal thread must go inside a plastic sleeve. The parameters are detailed on the table below:

SIZE M8 M10 M12

Plastic sleevels 85 85 85

do 15 15 20

Volume of mortar per sleeve [ml] 15 15 27

h1: drill hole depth ≥ [mm] 90 90 90

hnom: sleeve installation depth [mm] 85 85 85

hef: stud bolt depth ≥ [mm] 80 80 80

tfix: thickness of material to be fixed ≤ [mm] 22 25 18

hc: thickness of the base material ≥ [mm] 110 110 110

df: metal sheet diameter ≤ [mm] 9 12 14

Tins: torque ≤ [Nm] 2 2 2

Circular brush ø20

Stud bolt code MOES08110 MOES10115 MOES12110

Sleeve code MOTN15085 MOTN15085 MOTN20085

Minimum spacing and distance to edge smin cmin scr smin cmin scr smin cmin scr

Brick number 1 [mm] 100 235 100 235 120 235

Brick number 2 [mm] 100 250 100 250 120 250

Brick number 3 [mm] 50 160 50 200 60 240

Brick number 4 [mm] 50 160 50 200 60 240

Brick number 5 [mm] 100 250 100 250 120 250

Brick number 6 [mm] 100 250 100 250 --- --

Brick number 7 [mm] 100 250 100 250 120 250

Brick number 8 [mm] 100 370 100 370 120 370

SIZE M8 M10 M12

Metal sleeve internal thread 12 x 80 14 x 80 16 x 80


do 15 15 15









Circular brush ø20



Code metal sleeve internal thread MOTRO08 MOTRO10 MOTRO12


Brick number 1 [mm] 50 235 120 235 120 235

Brick number 2 [mm] -- -- 120 250 120 250

Brick number 3 [mm] 50 240 60 280 60 320

Brick number 4 [mm] 50 240 60 280 60 320

Brick number 5 [mm] 100 250 120 250 120 250

Brick number 6 [mm] 100 250 120 250 120 250

Brick number 7 [mm] -- -- 120 250 120 250

Brick number 8 [mm] 100 370 120 370 120 370

3.2.2 INSTALLATION PARAMETERSA plastic or metal sleeve should be used to install fixings in hollow bricks to prevent the resin from seeping through the holes inside.

d 0 d f

h1= hnom = hef

hc

tfix

MOPOLY POLYESTER

19

4. PRODUCT INSTALLATION4.1. INSTALLATION IN CONCRETE

1 DRILLINGCheck that the concrete is well compacted and without significant pores.Suitable for dry, wet or flooded drill holes.Cartridge temperature: ≥ 5 ºCBase material temperature: MOPOLY, MOPOLYP ≥ 5 ºC, MOPOLYW ≥ -5 ºCDrill hole in percussion or hammer position.Drill to the specified diameter and depth.

2 - 3 - 4 - 5 - 6 BLOW AND CLEANClean any residual dust and fragments from the drill hole following the instructions in the picture. If there is water inside the drill hole, this must be removed before injecting the resin.

A - B * - C OPEN CARTRIDGEScrew the nozzle into the cartridge before placing them both in the applicator gun. Squeeze on the trigger until the mortar comes out the nozzle in a uniform grey colour, without iridescence (which indicates incorrect mixing); discard the first 10 cm of the product from each cartridge, which should not be used for fixings. *In 170 and 300 ml cartridges, cut off the end of the bag, behind the seal clip.

7 APPLY MORTARInsert the nozzle to the bottom of the drill hole and apply the mortar; gradually remove the nozzle, ensuring that there are no air bubbles. Fill the drill hole to between ½ and ¾ of its depth. If the cartridge is not fully used, leave the nozzle attached. Only change it if you are going to use it again and the handling time has passed, remembering to discard the first 10 cm of the product.

8 INSTALLInsert the stud bolt being installed by gently screwing it down to the depth of the drill hole, ensuring that the mortar covers the stud threads.The anchor must be inserted during the handling time.The mortar must spill over the top of the drill hole to ensure that the gap between the stud bolt and the drill hole has been filled completely.

9 APPLY TORQUEOnce the curing time has passed, apply torque, without exceeding the value specified on the table on page 16.

1

7

8

9

A

B C

2 4

3

6

5

TYPE BASE MATERIAL TEMPERATURE [ºC] HANDLING TIME [min] CURING TIME [min]

MO

POLY

/ M

OPO

LYP min +5 18 120

+5 to +10 12 120

+10 to +20 6 80

+20 to +25 4 40

+25 to +30 3 30

+30 to +35 2 20

+35 to +40 1.5 15

+40 1.5 10

MO

POLY

W

min +5 10 180

+5 to +10 5 60

+10 to +20 3 40

+20 to +25 2.5 20

+25 to +30 2 15

+30 2 10

MOPOLY POLYESTER

20

4.2. INSTALLATION IN HOLLOW BRICKS

1 DRILLING

Check that the brick has no cracks or crevices.Suitable for dry, wet or flooded drill holesCartridge temperatures: ≥ 5 ºCBase material temperature: MOPOLY, MOPOLYP ≥ 5 ºC, MOPOLYW ≥ -5 ºC.Drill hole in percussion or hammer positionDrill to the specified diameter and depth.


4 POSITION SLEEVE

Insert the plastic or metal sleeve in the drill hole so that it is level with the surface of the base material.

A - B * - C OPEN CARTRIDGEScrew the nozzle into the cartridge before placing them both in the applicator gun. Squeeze on the trigger until the mortar comes out the nozzle in a uniform grey colour, without iridescence (which indicates incorrect mixing); discard the first 10 cm of the product from each cartridge, which should not be used for fixings.

*In 170 and 300 ml cartridges, cut off the end of the bag, behind the seal clip.

5 APPLY MORTAR

Insert the nozzle to the bottom of the sleeve and apply the mortar; gradually remove the nozzle, ensuring that there are no air bubbles. The sleeve must be filled completely. Fill the drill hole to between ½ and ¾ of its depth.If the cartridge is not fully used, leave the nozzle attached. Only change it if you are going to use it again and the handling time has passed, remembering to discard the first 10 cm of the product.

6 INSTALLInsert the stud bolt being installed by gently screwing it down to the depth of the drill hole, ensuring that the mortar covers the stud threads. The anchor must be inserted during the handling time.The mortar must spill over the top of the drill hole to ensure that the gap between the stud bolt and the drill hole has been filled completely.


1

7

A

B C

2

4

3

6

5


MO

POLY

/ M

OPO

LYP min +5 18 120

+5 to +10 12 120

+10 to +20 6 80

+20 to +25 4 40

+25 to +30 3 30

+30 to +35 2 20

+35 to +40 1.5 15

+40 1.5 10

MO

POLY

W

min +5 10 180

+5 to +10 5 60

+10 to +20 3 40

+20 to +25 2.5 20

+25 to +30 2 15

+30 2 10

MOPOLY POLYESTER

21

5. STORAGE CONDITIONSKeep the product stored in a cool, dry place away from direct sunlight and heat sources, at a temperature between +5 ºC and +25 ºC.

Shelf life of an unopened cartridge: 18 months from the date of manufacture. The expiry date is indicated on the outside of the car-tridge.

6. STRENGTHS6.1. CONCRETE FIXINGSTypical strengths in C20/25 uncracked concrete for an isolated anchor (without considering the effects of distances from edges or distances between anchors) and a class 5.8 stud bolt.

1 kN ≈ 100 kg

For tensile strength values for intermediate depths, apply the following formula: NRk = Rk π d hef

The values that are underlined or in bold indicate steel failure. The other values indicate pull-out failure.

Tensile load increase factors for high-resistance concrete:

Recommended safety factors

MOPOLY MOPOLYP MOPOLYW

DIAMETER M8 M10 M12 M16 M20 M24

Bich

rom

ated

Tensile

hef,min = 8d NRk [kN] 15.2 22.6 30.8 51.5 75.4 101.3

Standard stud bolt NRk [kN] 19.1 25.4 35.2 51.5 80.1 110.8

hef,max = 12d NRk [kN] 18 33.9 46.1 77.2 113.1 152.0

Specific value Rk [N/mm2] 9.5 9 7 8 7.5 7

Shear All depths. VRk [kN] 9 15 21 39 61 88

Stai

nles

sst

eel Tensile

hef,min = 8d NRk [kN] 15.2 22.6 30.8 51.5 75.4 101.3


hef,max = 12d NRk [kN] 22.9 33.9 46.1 77.2 113.1 152.0

Specific value Rk [N/mm2] 9.5 9 7 8 7.5 7


C30/37 C40/50 C50/60

1.12 1.19 1.30

SAFETY FACTORSSTRENGTH REDUCTION FACTOR LOAD INCREASE

FACTORPull-out failure Steel failure

BichromatedTensile 1.80 1.50

1.40Shear --- 1.25

StainlessTensile 1.80 ---

Shear --- 1.56

MOPOLY POLYESTER

6.1. HOLLOW BRICK FIXINGS

7. OFFICIAL DOCUMENTATIONINDEX Fixing Systems has made the following technical documents available on its website www.indexfix.com:

• Safety data sheet of MOPOLY-es.

• ETA 13/0752 for installation in uncracked concrete in accordance with ETAG 001, option 7, from M8 to M24 for use in uncracked concrete.

• Classified A+ according to French standard DEVL11044875A relating to emissions of volatile pollutants for indoor use.

• LEED certification for volatile emissions MOPOLY.

• CE Certification 1020-CPD-090-029881.

• Declaration of Performance DoP MOPOLY-es.

• INDEXcal anchor calculation software.

• INDEXmor cartridge requirement calculation software.

Base material**Check brick type in

Section 3.2.1

Threaded stud boltsTensile and shear [kN]

Metal threaded sleeveTensile and shear [kN]

M8 M10 M12 M8 M10 M12

Brick number 1 2.5 2.0 2.0 1.5 2.5 2.5

Brick number 2 0.75 1.2 1.5 -- 0.75 0.4

Brick number 3 1, 5 1.5 3.0 2.0 3.0 4.0

Brick number 4 0.75 0.9 1.5 2.0 1.5 0.9

Brick number 5 1.2 1.2 0.9 0.9 1.5 0.6

Brick number 6 0.6 0.2 -- 0.5 0.3 0.75

Brick number 7 0.6 1.5 1.2 -- 0.4 0.6

Brick number 8 2.5 1.5 2.5 0.6 1.2 0.9

Safety factor 2.5

23

MOPOSE POLYESTER

BASE MATERIAL LOADS

EXAMPLES OF USES

DRILL HOLECONDITION

Threaded rod

VALID FOR

M8 - M24SIZES

115 kg4,800 kg

410ml

300mlCODE SIZE

NORMAL

MOPOSE300 300 ml. 12

MOPOSE410 410 ml. 12

STONE COLOUR

MOPOSEP300 300 ml. 12

MOPOSEP410 410 ml. 12

LOW TEMPERATURES

MOPOSEW300 300 ml. 12


HIGH TEMPERATURES



M8

691 kg

M10

915 kg

M12

1,510 kg

M16

2,342 kg

M20

3,457 kg

M24

4,800 kg

CONCRETEC 20/25

115 kg

M8, M10, M12

HOLLOW BRICK


CHARACTERISTICS•Nostyrene.•Easytoinstall.•Usedinuncrackedconcrete,hollowandsolidbricks.

•Usedformedium-highloads.•Usedforstaticorquasi-staticloads.•A2andA4bichromatedstainlesssteelversions.•Polyesterresinforalltypesofmaterials.

USES•Forindoorandoutdooruse.•Fixingofstonepanelling.•Restorationoffacades.•Fixingofbracketsforairconditioning,boilers,awnings,garagedoorframes,signs,balconies,shelves,railings,handrails,etc.

TESTED

24


VERTRIEBEN

MOPOSE POLYESTER


1MOPOSE300MOPOSE410

170 ml300 ml410 ml

MORTARPOLYESTER

Polyester resin styrene-free. Presentation: 300 and 410 ml cartridges

12

2MOPOSEP300 MOPOSEP410

300 ml410 ml

MORTARPOLYESTER

STONE COLOUR

Polyester resin styrene-free stone colour. Presentation: 300 and 410 ml cartridges

12

3MOPOSEW300 MOPOSEW410

300 ml410 ml

MORTARPOLYESTER

WINTER

Polyester resin styrene-free, for use in low temperatures. Presentation: 300 and 410 ml cartridges

12

4MOPOSES300 MOPOSES410

300 ml410 ml

MORTARPOLYESTERSUMMER

Polyester resin styrene-free, for use in high temperatures. Presentation: 300 and 410 ml cartridges

12

1. RANGE

2. ACCESSORIES


1

MOPISSI

APPLICATORGUNS

Gun for 300 ml cartridges



2

MO-ESEQ-ACEQ-A2EQ-A4

STUD BOLT

ISO 898 class 5.8 steel threaded stud boltsISO 898-1 class 5.8 steel threaded stud bolts A2-70 stainless steel stud boltsA4-70 stainless steel stud bolts









25

MOPOSE POLYESTER

SIZE M8 M10 M12 M16 M20 M24

d0d0: nominal diameter [mm] 10 12 14 18 22 26

df df: diameter in anchor plate ≤ [mm] 9 12 14 18 22 26

TinsTins: torque ≤ [Nm] 10 20 40 80 150 200

Circular cleaning brush Ø14 Ø20 Ø29

hef,min = 8d







Standard stud bolt







hef,max = 12d







Bichromated stud bolt code

EQAC08110 EQAC10130 EQAC12160 EQAC16190 EQAC20260 EQAC24300


EQA210130 EQA410130

EQA212160 EQA412160

EQA216190 EQA416190

EQA220260 EQA420260

EQA224300 EQA424300



hmin dfd 0

tfixh1= hnom = hef

26

MOPOSE POLYESTER

Brick no. 1Hollow fired clay brick HLz 12-1.0-2DF in accordance with EN 771-1 Length / width / height: 235 mm / 112 mm / 115 mmfb ≥ 12 N/mm2 / ρ ≥ 1.0 kg/dm3

Brick no. 2aSand-lime hollow brick KSL 12-1.4-3DF in accordance with EN 771-2Length / width / height = 240 mm / 175 mm / 113 mm fb ≥ 12 N/mm2 / ρ ≥ 1.4 kg/dm3

Brick no. 2bSand-lime hollow brick KSL 12-1.4-2DF in accordance with EN 771-2Length / width / height = 250 mm / 240 mm / 237 mm fb ≥ 12 N/mm2 / ρ≥ 1.4 kg/dm3

Brick no. 3Solid fired clay brick Mz 12-2.0-NF in accordance with EN 771-1 Length / width / height = 240 mm / 116 mm / 71 mm fb ≥ 12 N/mm2 / ρ ≥ 2.0 kg/dm3

Brick no. 4Sand-lime solid brick KS 12-2.0-NF in accordance with EN 771-2 Length / width / height = 240 mm / 115 mm / 70 mm fb ≥ 12 N/mm2 / ρ ≥ 2.0 kg/dm3

Brick no. 5Hollow fired clay brick HLzW 6-0.7-8DF in accordance with EN 771-1 Length / width / height = 250 mm / 240 mm / 240 mm fb ≥ 6 N/mm2 / ρ ≥ 0.8 kg/dm3



Brick no. 8Concrete block Hbn 4-12DF in accordance with EN 771-3 Length / width / height = 370 mm / 240 mm / 238 mm fb ≥ 4 N/mm2 / ρ ≥ 1.2 kg/dm3

3.2. SOLID OR HOLLOW BRICK FIXINGS3.2.1 TYPES OF BRICKS

27

MOPOSE POLYESTER

In certain cases, to install fixings in bricks into which a bolt needs to be screwed, a metal sleeve with an internal thread can be used for fixing. In this case, the metal sleeve with an internal thread must go inside a plastic sleeve. The parameters are detailed on the table below:

SIZE M8 M10 M12


do 15 15 20






hc: thickness base material ≥ [mm] 110 110 110



Circular brush ø20




Brick number 1 [mm] 100 235 100 235 120 235

Brick number 2 [mm] 100 250 100 250 120 250

Brick number 3 [mm] 50 160 50 200 60 240

Brick number 4 [mm] 50 160 50 200 60 240

Brick number 5 [mm] 100 250 100 250 120 250

Brick number 6 [mm] 100 250 100 250 --- --

Brick number 7 [mm] 100 250 100 250 120 250

Brick number 8 [mm] 100 370 100 370 120 370

SIZE M8 M10 M12

Metal sleeve internal thread 12 x 80 14 x 80 16 x 80


do 15 15 15









Circular brush ø20



Code metal sleeve internal thread MOTRO08 MOTRO10 MOTRO12


Brick number 1 [mm] 50 235 120 235 120 235

Brick number 2 [mm] -- -- 120 250 120 250

Brick number 3 [mm] 50 240 60 280 60 320

Brick number 4 [mm] 50 240 60 280 60 320

Brick number 5 [mm] 100 250 120 250 120 250

Brick number 6 [mm] 100 250 120 250 120 250

Brick number 7 [mm] -- -- 120 250 120 250

Brick number 8 [mm] 100 370 120 370 120 370

3.2.2 INSTALLATION PARAMETERSA plastic or metal sleeve should be used to install fixings in hollow bricks to prevent the resin from seeping through the holes inside.

d 0 d f

h1= hnom = hef

hc

tfix

28

MOPOSE POLYESTER


1 DRILLINGCheck that the concrete is well compacted and without significant pores.Suitable for dry, wet or flooded drill holes.Cartridge temperature: ≥ 5 ºCBase material temperature: MOPOSE, MOPOSEP ≥ 5 ºC, MOPOSEW ≥ -10 ºC, MOPOSES ≥ +10 ºC.Drill hole in percussion or hammer position.Drill to the specified diameter and depth.


A - B * - C OPEN CARTRIDGEScrew the nozzle into the cartridge before placing them both in the applicator gun. Squeeze on the trigger until the mortar comes out the nozzle in a uniform grey colour, without iridescence (which indicates incorrect mixing); discard the first 10 cm of the product from each cartridge, which should not be used for fixings.*In 300 ml cartridges, cut off the end of the bag, behind the seal clip.


8 INSTALLInsert the stud bolt being installed by gently screwing it down to the depth of the drill hole, ensuring that the mortar covers the stud threads. The anchor must be inserted during the handling time. The mortar must spill over the top of the drill hole to ensure that the gap between the stud bolt and the drill hole has been filled completely.

1

7

8

9

A

B C

2 4

3

6

5

TYPE BASE MATERIAL TEMPERATURE [ºC] HANDLING TIME [min] BASE MATERIAL TEMPERATURE [ºC] CURING TIME [min]

MO

POSE

/M

OPO

SEP

min +5 18 min +5 145

+5 to +10 10 +5 to +10 145

+10 to +20 6 +10 to +20 85

+20 to +25 5 +20 to +25 50

+25 to +30 4 +25 to +30 40

+30 4 +30 35

MO

POSE

W

min +5 5 -10 to -5 4 hours

min +5 5 -5 to +5 125

+5 to +10 3.5 +5 to +10 60

+10 to +20 2 +10 to +20 40

+20 to +25 1.5 +20 to +25 20

+25 to +30 1 +25 to +30 15

+30 1 +30 10

MO

POSE

S

min +10 30 min +10 5 hours

+10 to +20 15 +10 to +20 5 hours

+20 to +25 10 +20 to +25 145

+25 to +30 7.5 +25 to +30 85

+30 to +35 5 +30 to +35 50

+35 to +40 3.5 +35 to +40 40

+40 to +45 2.5 +40 to +45 35

+45 2.5 +45 12


29

MOPOSE POLYESTER

4.2. INSTALLATION IN HOLLOW BRICKS

1 DRILLING

Check that the brick has no cracks or crevices. Suitable for dry, wet or flooded drill holes. Cartridge temperatures: ≥ 5 ºC. Base material temperature: MOPOLY, MOPOLYP ≥ 5 ºC, MOPOLYW ≥ -5 ºC. Drill hole in percussion or hammer position. Drill to the specified diameter and depth.


4 POSITION SLEEVE

Insert the plastic or metal sleeve in the drill hole so that it is level with the surface of the base material.


5 APPLY MORTARInsert the nozzle to the bottom of the sleeve and apply the mortar; gradually remove the nozzle, ensuring that there are no air bubbles. The sleeve must be filled completely. Fill the drill hole to between ½ and ¾ of its depth. If the cartridge is not fully used, leave the nozzle attached. Only change it if you are going to use it again and the handling time has passed, remembering to discard the first 10 cm of the product.


1

7

A

B C

2

4

3

6

5

TYPE BASE MATERIAL TEMPERATURE [ºC] HANDLING TIME [min] BASE MATERIAL TEMPERATURE [ºC] CURING TIME [min]

MO

POSE

/M

OPO

SEP

min +5 18 min +5 145

+5 to +10 10 +5 to +10 145

+10 to +20 6 +10 to +20 85

+20 to +25 5 +20 to +25 50

+25 to +30 4 +25 to +30 40

+30 4 +30 35

MO

POSE

W

min +5 5 -10 to -5 4 hours

min +5 5 -5 to +5 125

+5 to +10 3.5 +5 to +10 60

+10 to +20 2 +10 to +20 40

+20 to +25 1.5 +20 to +25 20

+25 to +30 1 +25 to +30 15

+30 1 +30 10

MO

POSE

S

min +10 30 min +10 5 hours

+10 to +20 15 +10 to +20 5 hours

+20 to +25 10 +20 to +25 145

+25 to +30 7.5 +25 to +30 85

+30 to +35 5 +30 to +35 50

+35 to +40 3.5 +35 to +40 40

+40 to +45 2.5 +40 to +45 35

+45 2.5 +45 12


30

MOPOSE POLYESTER



6. STRENGTHS6.1. CONCRETE FIXINGSTypical strengths in C20/25 uncracked concrete for an isolated anchor (without considering the effects of distances from edges or distances between anchors) and a class 5.8 stud bolt.

1 kN ≈ 100 kg





MOPOSE MOPOSEP MOPOSEW MOPOSES

DIAMETER M8 M10 M12 M16 M20 M24

Bich

rom

ated

Tensile

hef,min = 8d NRk [kN] 13.7 20.1 32.6 57.9 80.4 108.6


hef,max = 12d NRk [kN] 20.5 30.2 48.9 86.9 120.6 162.9

Specific value Rk [N/mm2] 8.5 8 9 9 8 7.5


Stai

nles

sst

eel Tensile

hef,min = 8d NRk [kN] 13.7 20.1 32.6 57.9 80.4 108.6


hef,max = 12d NRk [kN] 20.5 30.2 48.9 86.9 120.6 162.9

Specific value Rk [N/mm2] 8.5 8 9 9 8 7.5


C30/37 C40/50 C50/60

1.12 1.19 1.30

SAFETY FACTORSSTRENGTH REDUCTION FACTOR LOAD INCREASE



1.40Shear --- 1.25

StainlessTensile 1.80 ---

Shear --- 1.56

31

MOPOSE POLYESTER

6.1. HOLLOW BRICK FIXINGS

7. OFFICIAL DOCUMENTATIONThrough our sales department and on our website www.indexfix.com you can obtain the following documents:

• Safety data sheet of MOPOSE-es.

• DITE 13/0751 European approval for installation in uncracked concrete in accordance with ETAG 001, option 7, from M8 to M24.

• DITE 12/0306 European approval for installation in bricks, in accordance with ETAG 001, option 7, M8, M10 and M12.

• A+ Classification, according to French standard DEVL11044875A relating to emissions of volatile pollutants for indoor use.

• CE Certification 1020-CPD-090-029885 for use in uncracked concrete.

• CE Certification 0679-CPD-0809 for use in bricks.

• Declaration of Performance DoP MOEPSE-es.



Base material**Check brick type in

Section 3.2.1

Threaded stud boltsTensile and shear [kN]

Metal threaded sleeveTensile and shear [kN]

M8 M10 M12 M8 M10 M12

Brick number 1 2.5 2.0 2.0 1.5 2.5 2.5

Brick number 2 0.75 1.2 1.5 -- 0.75 0.4

Brick number 3 1.5 1.5 3.0 2.0 3.0 4.0

Brick number 4 0.75 0.9 1.5 2.0 1.5 0.9

Brick number 5 1.2 1.2 0.9 0.9 1.5 0.6

Brick number 6 0.6 0.2 -- 0.5 0.3 0.75

Brick number 7 0.6 1.5 1.2 -- 0.4 0.6

Brick number 8 2.5 1.5 2.5 0.6 1.2 0.9

Safety factor 2.5

32

Threaded rod

Ribbed bar

VALID FOR

MOEPSE EPOXYACRILATE

CODE SIZE

NORMAL

MOEPSE300 300 ml. 12

MOEPSE410 410 ml. 12

LOW TEMPERATURES

MOEPSEW300 300 ml. 12

MOEPSEW410 410 ml. 12

HIGH TEMPERATURES

MOEPSES300 300 ml. 12

MOEPSES410 410 ml. 12

CONCRETEC 20/25


BASE MATERIALLOADS

EXAMPLES OF USES

DRILL HOLECONDITION

410ml

300ml

HIGHPERFORMANCE

M8 - M27 & M30approved

2,600 kg18,400 kg5,000 kg

SIZES

M8 - M30Stud bolt Rebars

Ø8 - Ø25M27 & M30

approvedM8

813 kg

M10

1,087 kg

M12

1,594 kg

M16

2,342 kg

M20

3,673 kg

M24

4,900 kg

M30

5,000 kg

CHARACTERISTICS• Approved for every type of cracked and uncracked

concrete and uses in concrete.• Approved stud bolts M8-M30 including M27.• Use of rebars for anchorage from Ø8 to Ø32.• Used for high loads.• No styrene.• Easy to install.• Used for static or quasi-static loads.• A2 and A4 bichromated stainless steel versions.• Epoxy acrylate resin for concrete fixings.

USES• For indoor and outdoor use.• Fixing the substructure to the building.• Ribbed bars and protruding rebars.• Fixing of machinery, balconies, awnings, shelves,

advertising hoardings, catenaries, balconies, shelves, safety barriers, railings, handrails etc.

• Large dimensions, retaining walls.

TESTED

33


VERTRIEBEN



1MOEPSE300MOEPSE410

300 ml410 ml

EPOXY ACRYLATE MORTAR

STYRENE-FREE

Epoxy acrylate resin styrene-free.Presentation: 300 and 410 ml cartridges

12

2MOEPSEW300MOEPSEW410

300 ml410 ml


STYRENE-FREEWINTER

Epoxy acrylate resin styrene-free, for use in low temperatures. Presentation: 300 and 410 ml cartridges

12

3MOEPSES300MOEPSES410

300 ml410 ml


STYRENE-FREE SUMMER

Epoxy acrylate resin styrene-free, for use in high temperatures. Presentation: 300 and 410 ml cartridges

12

1. RANGE

2. ACCESSORIES


1

MOPISSI

APPLICATORGUNS

Gun for 170 and 300 ml cartridges



2EQ-ACEQ-A2EQ-A4

STUD BOLTISO 898 class 5.8 steel threaded stud boltsA2-70 stainless steel stud boltsA4-70 stainless steel stud bolts









34


SIZE M8 M10 M12 M16 M20 M24 M27 M30

d0d0: nominal diameter [mm] 10 12 14 18 22 26 30 35

df df: diameter in anchor plate ≤ [mm] 9 12 14 18 22 26 30 33

TinsTins: torque ≤ [Nm] 10 20 40 80 150 200 240 275

Circular cleaning brush Ø14 Ø20 Ø29 Ø40

hef,min = 8d

hodrill hole depth [mm] 64 80 96 128 160 192 216 240

scr,Ncritical distance between anchors [mm] 192 240 288 384 480 576 648 720

ccr,Ncritical distance to edge [mm] 96 120 144 192 240 288 324 360

cminminimum distance to edge [mm] 35 40 50 65 80 96 110 120

sminminimum distance between anchors [mm] 35 40 50 65 80 96 110 120

hminminimum thickness of concrete [mm] 100 110 126 158 204 244 276 310

Standard stud bolt

hodrill hole depth [mm] 80 90 110 128 170 210 - 280

scr,Ncritical distance between anchors [mm] 240 270 330 384 510 630 - 840

ccr,Ncritical distance to edge [mm] 120 135 165 192 255 315 - 420

cminminimum distance to edge [mm] 43 45 56 65 85 105 - 140

sminminimum distance between anchors [mm] 43 45 56 65 85 105 - 140

hminminimum thickness of concrete [mm] 110 120 140 158 214 262 - 350

hef,max = 20d

hodrill hole depth [mm] 160 200 240 320 400 480 540 600

scr,Ncritical distance between anchors [mm] 480 600 720 960 1200 1440 1620 1800

ccr,Ncritical distance to edge [mm] 240 300 360 480 600 720 810 900

cminminimum distance to edge [mm] 80 100 120 160 200 240 270 300

sminminimum distance between anchors [mm] 80 100 120 160 200 240 270 300

hminminimum thickness of concrete [mm] 176 220 264 352 444 532 600 730

Bichromated stud bolt codeEQAC08110 EQAC10130 EQAC12160 EQAC16190 EQAC20260 EQAC24300 --- EQAC30330


EQA210130 EQA410130

EQA212160 EQA412160

EQA216190 EQA416190

EQA220260 EQA420260

EQA224300 EQA424300

---EQA230330 EQA430330



hmin df

d 0

tfixh1= hnom = hef

35



1 DRILLINGCheck that the concrete is well compacted and without significant pores.Suitable for dry, wet or flooded drill holes.Cartridge temperature: ≥ 5 ºCBase material temperature: MOEPSE ≥ 5 ºC, MOEPSEW ≥ -10 ºC, MOEPSES ≥ 15 ºC.Drill hole in percussion or hammer position.Drill to the specified diameter and depth.






1

7

8

9

A

B C

2 4

3

6

5


MO

EPSE

+5 to +10 10 145

+10 to +15 8 85

+15 to +20 6 75

+20 to +25 5 50

+25 to +30 4 40

MO

EPSE

W

+15 to +20 15 5 hours

+20 to +25 10 145

+25 to +30 7.5 85

+30 to +35 5 50

+35 to +40 3.5 40

MO

EPSE

S

-10 to -5 50 12 hours

-5 to 0 15 100

0 to +5 10 75

+5 to +20 5 50

+20 100 seconds 20

36




6. STRENGTHS6.1. CONCRETE FIXINGSTypical strengths in C20/25 concrete for an isolated anchor (without considering the effects of distances from edges or distances between anchors) and a class 5.8 stud bolt.

1 kN ≈ 100 kg




MOEPSE MOEPSEW MOEPSES

TYPE

CON

C.

DIAMETER M8 M10 M12 M16 M20 M24 M27 M30

UN

CRAC

KED

CON

CRET

E

Bich

rom

ated

Tensile

hef,min = 8d NRk [kN] 16.1 23.9 34.4 57.9 85.5 115.8 119.1 124.4

Standard stud bolt NRk [kN] 20.1 26.9 39.4 57.9 90.8 126.7 -- 145.1

hef,max = 12d NRk [kN] 40.2 59.7 86.0 144.8 213.6 289.5 297.7 311.0

Specific valueRk

[N/mm2] 10 9.5 9.5 9 8.5 8 6.5 5.5

Shear All depths. VRk [kN] 9.0 15.0 21.0 39.0 61.0 88.0 115.0 140.0

Stai

nles

s st

eel

Tensile

hef,min = 8d NRk [kN] 16.1 23.9 34.4 57.9 85.5 115.8 119.1 124.4

Standard stud bolt NRk [kN] 20.1 26.9 39.4 57.9 90.8 126.7 -- 145.1

hef,max = 12d NRk [kN] 40.2 59.7 86.0 144.8 213.6 289.5 297.7 311.0

Specific valueRk

[N/mm2] 10 9.5 9.5 9 8.5 8 6.5 5.5

Shear All depths. VRk [kN] 13.0 20.0 30.0 55.0 86.0 124.0 161.0 196.0

CRAC

KED

CON

CRET

E

Bich

rom

ated

Tensile

hef,min = 8d NRk [kN] 13.6 18.8 25.3 45.0 65.3 79.6 -- --

Standard stud bolt NRk [kN] 17.1 21.2 29.0 45.0 69.4 87.1 -- --

hef,max = 12d NRk [kN] 18 29 42 79 163.6 199.0 -- --

Specific valueRk

[N/mm2] 8.5 7.5 7 7 6.5 5.5 -- --

Shear All depths. VRk [kN] 9.0 15.0 21.0 39.0 61.0 88.0 -- --

Stai

nles

s st

eel

Tensile

hef,min = 8d NRk [kN] 13.6 18.8 25.3 45.0 65.3 79.6 -- --

Standard stud bolt NRk [kN] 17.1 21.2 29.0 45.0 69.4 87.1 -- --

hef,max = 12d NRk [kN] 26 41 63.3 112.6 163.6 199.0 -- --

Specific valueRk

[N/mm2] 8.5 7.5 7 7 6.5 5.5 -- --

Shear All depths. VRk [kN] 13.0 20.0 30.0 55.0 86.0 124.0 -- --

C30/37 C40/50 C50/60

1.12 1.19 1.30

37



7. OFFICIAL DOCUMENTATIONThrough our sales department and on our website www.indexfix.com you can obtain the following documents:

• Safety data sheet of MOPOSE-es.

• DITE 14/0138 European approval for installation in cracked and uncracked concrete in accordance with ETAG 001, option 1, from M8 to M30.

• DITE 13/0785 European approval for installation of rebars, post-installed in concrete of a diameter of 8 to 25 mm.

• A+ Classification, according to French standard DEVL11044875A relating to emissions of volatile pollutants for indoor use.

• LEED certification for volatile emissions MOEPSE.

• CE Certification 1020-CPD-090-030058 for ribbed bars.

• CE Certification 1020-CPD-090 -032411 for use in concrete.

• Declaration of Performance DoP MOEPSE-es.



TYPE OFCONCRETE

SAFETY FACTORS

STRENGTH REDUCTIONFACTOR LOAD INCREASE


UNCRACKEDCONCRETE

BichromatedTensile 1.80 --

1.40

Shear -- 1.25

StainlessTensile 1.80 --

Shear -- 1.56

CRACKEDCONCRETE


Shear -- 1.25

StainlessTensile 2.10 1.90

Shear -- 1.56

38

MTP

CHARACTERISTICS• Easy to install.• Used in cracked and uncracked

concrete, natural stone, solid materials.

• Used for high loads.• For static or quasi-static loads.• Zinc-plated, sheradised and

stainless steel versions.• Wide range of lengths.• Available with DIN 125 and DIN

9021 washers.

USES

• Indoor use.

• Fixing of stone panelling.

• Restoration of facades.

• Fixing the substructure to the building.

OFFICIAL DOCUMENTS• CE-1219-CPR-0053 (MTP and

MTP-G).• CE-1404-CPR-2520 (MTP-A4).• ETA 12/0397 option 1 (MTP and

MTP-G).• ETA-15/0145 option 1 (MTP-A4).• Declaration of Performance DoP MTP,

MTP-G and MTP-A4.

BASE MATERIAL• Concrete of quality C20/25 to C50/60.• Cracked and uncracked concrete.

SIZES• M8 to M20.• M8 to M16 (MTP-A4).

EXAMPLES OF USES

MTP-GSheradised anchor

MTP-A4Anchor A4stainless steel

MTP Zinc-plated anchor

39

MTP

INSTALLATION DATA MTP AND MTP-G

INSTALLATION DATA MTP-A4

hnom

h1

hmindw

d 0hef

tfix

SIZE M8 M10 M12 M16 M20

Code ZINC-PLATED STEEL AP08XXX AP10XXX AP12XXX AP16XXX AP20XXX

SHERADISED STEEL APG08XXX APG10XXX APG12XXX APG16XXX APG20XXX

d0 Diameter of the bit [mm] 8 10 12 16 20

Tins Installation torque [Nm] 20 / 151) 40 60 100 200

dw Diameter at fixing point [mm] 9 12 14 18 22

h1 Minimum drill hole depth [mm] 60 75 85 105 125

hnom Installation depth [mm] 55 68 80 97 114

hef Effective depth [mm] 48 60 70 85 100

hmin Minimum thickness of the base material [mm] 100 120 140 170 200

tfix Maximum thickness to fix [mm] L- 66 L- 80 L- 96 L- 117 L-138

scr,N Critical spacing [mm] 144 150 175 213 250

ccr,N Critical distance to edge [mm] 72 90 105 128 150

scr,sp Critical distance to crack [mm] 288 300 350 425 / 5101) 500 / 6001)

ccr,sp Distance to edge of crack [mm] 144 150 175 213 / 2551) 250 / 3001)

smin Minimum spacing [mm] 75 90 105 85 / 1281) 100 / 1501)

cmin Minimum distance to edge [mm] 75 90 105 85 / 1281) 100 / 1501)

SIZE M8 M10 M12 M16 M20

d0 Diameter of the bit [mm] 8 10 12 16 -

Tins Installation torque [Nm] 20 40 60 120 -

dw Diameter at fixing point [mm] 9 12 14 18 -

h1 Minimum drill hole depth [mm] 70 80 100 115 -

hnom Installation depth [mm] 54 67 81 97 -

hef Effective depth [mm] 48 60 72 86 -

hmin Minimum thickness of the base material [mm] 100 120 150 170 -

tfix Maximum thickness to fix [mm] L- 65 L- 80 L- 100 L- 120 -

scr,N Critical spacing [mm] 144 180 216 258 -

ccr,N Critical distance to edge [mm] 72 90 108 129 -

smin Minimum spacing [mm] 72 90 108 129 -

cmin Minimum distance to edge [mm] 144 180 216 258 -

INSTALLATION PROCEDURES

1) V

alue

s fo

r the

MTP

-G

40

CODE Size x Length Diameter of the bit (do) Max. thickness to fix (tfix) Installation wrench (sw) Depth letter

APG06060* M6 x 60 6 - 10 B

APG06070* M6 x 70 6 - 10 C

APG06100* M6 x 100 6 - 10 E

APG08050* M8 x 50 8 - 13 A

APG08060* M8 x 60 8 - 13 B

APG08075* M8 x 75 8 9 13 C

APG08095* M8 x 95 8 29 13 E

APG08115* M8 x 115 8 49 13 G

APG10070* M10 x 70 10 - 17 C

APG10090* M10 x 90 10 10 17 E

APG10105* M10 x 105 10 25 17 F

APG10115* M10 x 115 10 35 17 G

APG10135* M10 x 135 10 55 17 H

MTP

RANGE OF SIZES


AP08050* M8 x 50 8 - 13 A

AP08075 M8 x 75 8 9 13 C

AP08095 M8 x 95 8 29 13 E

AP08115 M8 x 115 8 49 13 G

AP10090 M10 x 90 10 10 17 E

AP10105 M10 x 105 10 25 17 F

AP10115 M10 x 115 10 35 17 G

AP10135 M10 x 135 10 55 17 H

AP10165 M10 x 165 10 85 17 K

AP10185 M10 x 185 10 105 17 L

AP12080* M12 x 80 12 - 19 D

AP12110 M12 x 110 12 14 19 F

AP12120 M12 x 120 12 24 19 G

AP12130 M12 x 130 12 34 19 H

AP12150 M12 x 150 12 54 19 I

AP12180 M12 x 180 12 84 19 L

AP12200 M12 x 200 12 104 19 M

AP16145 M16 x 145 16 28 24 I

AP16175 M16 x 175 16 58 24 K

AP16220 M16 x 220 16 103 24 O

AP16250 M16 x 250 16 133 24 Q

AP20170 M20 x 170 20 32 30 K

AP20200 M20 x 200 20 62 30 M


MTP Zinc-plated anchor

* Si

zes

not a

ppro

ved

41

MTP-A4 A4 stainless steel anchor


APG10165* M10 x 165 10 85 17 K

APG10185* M10 x 185 10 105 17 L

APG12080* M12 x 80 12 - 19 D

APG12110* M12 x 110 12 14 19 F

APG12130 M12 x 130 12 34 19 H

APG12150 M12 x 150 12 54 19 I

APG12180 M12 x 180 12 84 19 L

APG12200 M12 x 200 12 104 19 M

APG16125 M16 x 125 16 8 24 G

APG16145 M16 x 145 16 28 24 I

APG16175 M16 x 175 16 58 24 K

APG16220 M16 x 220 16 103 24 O

APG20170 M20 x 170 20 32 30 K

APG20200 M20 x 200 20 62 30 M

MTP

RANGE OF SIZES


* Si

zes

not a

ppro

ved


APA408068 M8 x 68 8 4 13 A

APA408075 M8 x 75 8 10 13 B

APA408090 M8 x 90 8 25 13 C

APA408115 M8 x 115 8 50 13 D

APA408135 M8 x 135 8 70 13 E

APA408165 M8 x 165 8 100 13 G

APA410090 M10 x 90 10 10 17 A

APA410105 M10 x 105 10 25 17 B

APA410115 M10 x 115 10 35 17 C

APA410135 M10 x 135 10 55 17 D

APA410155 M10 x 155 10 75 17 E

APA410185 M10 x 185 10 105 17 F

APA412110 M12 x 110 12 10 19 A

APA412120 M12 x 120 12 20 19 B

APA412145 M12 x 145 12 45 19 C

APA412170 M12 x 170 12 70 19 D

APA412200 M12 x 200 12 100 19 E

APA416130 M16 x 130 16 10 24 A

APA416150 M16 x 150 16 30 24 B

APA416185 M16 x 185 16 60 24 C

APA416220 M16 x 220 16 100 24 D

42

MTP

TYPICAL STRENGTHS

MTP AND MTP-G

SIZE M8 M10 M12 M16 M20

Code

ZINC-PLATED STEEL AP08XXX AP10XXX AP12XXX AP16XXX AP20XXX

SHERADISED STEEL APG08XXX APG10XXX APG12XXX APG16XXX APG20XXX

Unc

rack

edco

n-cr

ete NR,k tensile [kN] 9.0 16.0 16.0 35.0 40.0

VR,k shear [kN] 11.0 17.4 25.3 47.1 73.1

Crac

ked

conc

rete NR,k tensile [kN] 5.0 / 6.01) 9.0 12.0 / 16.01) 25.0 30.0

VR,k shear [kN] 11.9 17.4 25.3 56.4 72.0

MTP-A4

SIZE M8 M10 M12 M16 M20

Unc

rack

edco

n-cr

ete NR,k tensile [kN] 9 16 20 35 -

VR,k shear [kN] 11.9 18.8 27.4 51.0 -

Crac

ked

conc

rete NR,k tensile [kN] 5 9 12 25 -

VR,k shear [kN] 12.0 18.8 27.4 57.4 -

1 kN ≈ 100 kg

SAFETYFACTOR

STRENGTH REDUCTION FACTOR LOAD INCREASEFACTORCONCRETE FAILURE STEEL FAILURE

Tensile 1.50 / 1.801) --1.4

Shear 1.50 1.25

The figures that are underlined or in bold indicate steel failure.The typical tensile and shear strength values should be considered separately.

Recommended safety factors:

The typical strength* in C20/25** concrete for an isolated anchor (without considering the effects of distances from edges or distances between anchors) is as shown on the tables below:

1) V

alue

s fo

r MTP

-G1)

Valu

e fo

r M8

43

MTH-A4A4 stainless steel anchor

MTH

CHARACTERISTICS• Easy to install.• Used in uncracked concrete, natural

stone, solid materials.• Used for high loads.• For static or quasi-static loads.• Zinc-plated and A4 stainless steel

versions.• Wide range of lengths.• Available with DIN 125 and DIN

9021 washers.• Approved for normal and shallow

depths (M8, M10 and M12).

USES• For indoor and outdoor use.




OFFICIAL DOCUMENTS• CE-1219-CPR-0006.

• ETA 05/0242 option 7.

• Declaration of Performance DoP MTH / MTH-A4.

BASE MATERIAL• Concrete of quality C20/25 to

C50/60.

SIZES• M6 to M24.

EXAMPLES OF USES

MTHZinc-plated anchor

44

SIZE M6 M8 M10 M12 M14 M16 M20

Code

ZINC-PLATED STEEL AM06XXX AM08XXX AM10XXX AM12XXX AM14XXX AM16XXX AM20XXX

A4 STAINLESS STEEL MIA406XXX MIA408XXX MIA410XXX MIA412XXX ---- MIA416XX MIA420XXX

d0 Diameter of the bit [mm] 6 8 10 12 14 16 20

Tins Installation torque [Nm] 7 20 35 60 90 120 240

dw Diameter at fixing point [mm] 7 9 12 14 16 18 22

Stan

dard

dep

th

h1 Minimum drill hole depth [mm] 55 65 75 85 100 110 135

hnom Installation depth [mm] 49.5 59.5 66.5 77 91 103.5 125

hef Effective depth [mm] 40 48 55 65 75 84 103

hminMinimum thickness of the base material [mm] 100 100 110 130 150 168 206

tfix Maximum thickness to fix [mm] L- 58 L- 70 L- 80 L- 92 L- 108 L- 122 L- 147

scr,N Critical spacing [mm] 120 144 165 195 225 252 309

ccr,N Critical distance to edge [mm] 60 72 83 98 113 126 155

Shal

low

dep

th

h1 Minimum drill hole depth [mm] --- 50 60 70 --- --- ---

hnom Installation depth [mm] --- 46.5 53.5 62 --- --- ---

hef Effective depth [mm] --- 35 42 50 --- --- ---

hminMinimum thickness of the base material [mm] --- 100 100 100 --- --- ---

tfix Maximum thickness to fix [mm] --- L-57 L-67 L-77 --- --- ---

scr,N Critical spacing [mm] --- 105 126 150 --- --- ---

ccr,N Critical distance to edge [mm] --- 53 63 75 --- --- ---

sminMinimum spacing [mm] 50 65 70 85 100 110 135

cminMinimum distance to edge [mm] 50 65 70 85 100 110 135

MTH

INSTALLATION DATA

INSTALLATION PROCEDURES

hnom

h1

hmindw

d 0

hef

tfix

45


AM06045* M6 x 45 6 2 10 A

AH06060 M6 x 60 6 2 10 B

AH06070 M6 x 70 6 12 10 C

AH06080 M6 x 80 6 22 10 D

AH06090 M6 x 90 6 32 10 E

AH06100 M6 x 100 6 42 10 E

AH06110 M6 x 110 6 52 10 F

AH06120 M6 x 120 6 62 10 G

AH06130 M6 x 130 6 72 10 H

AH06140 M6 x 140 6 82 10 I

AH06150 M6 x 150 6 92 10 I

AH06160 M6 x 160 6 102 10 J

AH06170 M6 x 170 6 112 10 K

AH06180 M6 x 180 6 122 10 L

AM08050* M8 x 50 8 5 13 A

AH08060 M8 x 60 8 5 13 B

AH08075 M8 x 75 8 5 13 C

AH08090 M8 x 90 8 20 13 D

AH08115 M8 x 115 8 45 13 G

AH08130 M8 x 130 8 60 13 H

AH08155 M8 x 155 8 85 13 J

AH10070 M10 x 70 10 3 17 C

AH10090 M10 x 90 10 10 17 E

AH10120 M10 x 120 10 40 17 G

AH10150 M10 x 150 10 70 17 I

AH10170 M10 x 170 10 90 17 K

AH10210 M10 x 210 10 130 17 N

AH10230 M10 x 230 10 150 17 P

AM12075* M12 x 75 12 5 19 C

AH12090 M12 x 90 12 5 19 E

AH12110 M12 x 110 12 18 19 F

AH12140 M12 x 140 12 48 19 H

AH12160 M12 x 160 12 68 19 J

AH12180 M12 x 180 12 88 19 L

AH12220 M12 x 220 12 128 19 O

AH12250 M12 x 250 12 158 19 Q

RANGE OF SIZES

MTH


* Si

zes

not a

ppro

ved

46

MTH


AM14080* M14 x 80 14 5 22 D

AM14100* M14 x 100 14 5 22 E

AH14120 M14 x 120 14 12 22 G

AH14145 M14 x 145 14 37 22 I

AH14170 M14 x 170 14 62 22 K

AH14220 M14 x 220 14 112 22 O

AH14250 M14 x 250 14 142 22 Q

AM16090* M16 x 90 16 5 24 E

AH16125 M16 x 125 16 5 24 G

AH16145 M16 x 145 16 25 24 I

AH16170 M16 x 170 16 48 24 K

AH16220 M16 x 220 16 98 24 O

AH16250 M16 x 250 16 128 24 Q

AH16280 M16 x 280 16 158 24 S

AM20120* M20 x 120 20 5 30 G

AH20170 M20 x 170 20 23 30 K

AH20220 M20 x 220 20 73 30 O

AH20270 M20 x 270 20 123 30 S

AM24180* M24 x 180 20 4 36 L

AM24260* M24 x 260 20 84 36 R


MIA406045* M6 x 45 6 2 10 A

MIA406060* M6 x 60 6 2 10 B

MIA406080 M6 x 80 6 22 10 D

MIA408050* M8 x 50 8 5 13 A

MIA408075 M8 x 75 8 5 13 C

MIA408090 M8 x 90 8 20 13 D

MIA408115 M8 x 115 8 45 13 G

MIA410070 M10 x 70 10 3 17 C

MIA410090 M10 x 90 10 10 17 E

MIA410120 M10 x 120 10 40 17 G

MIA410150 M10 x 150 10 70 17 I

MIA412075* M12 x 75 12 5 19 C

RANGE OF SIZES

RANGE OF SIZES



* Si

zes

not a

ppro

ved

47

MTH


MIA412090 M12 x 90 12 13 19 E

MIA412110 M12 x 110 12 18 19 F

MIA412140 M12 x 140 12 48 19 H

MIA416090* M16 x 90 16 5 24 E

MIA416145 M16 x 145 16 25 24 I

MIA416170 M16 x 170 16 48 24 K

MIA420120* M20 x 120 20 5 30 G

MIA420170 M20 x 170 20 23 30 K

MIA420220 M20 x 220 20 73 30 O

TYPICAL STRENGTHS

SIZE M6 M8 M10 M12 M14 M16 M20

Zinc

-Pla

ted

/ Gal

vani

sed Code AH06XXX AH08XXX AH10XXX AH12XXX AH14XXX AH16XXX AH20XXX

Stan

dard

dept

h NR,k tensile [kN] 7.7 12.0 16.0 25.0 30.0 35.0 50.0

VR,k shear [kN] 5.1 9.3 14.7 20.6 28.1 38.4 56.3

Shal

low

dept

h NR,k tensile [kN] --- 9.0 12.0 16.0 --- --- --

VR,k shear [kN] --- 10.4 13.7 17.8 --- --- --

A4 s

tain

less

ste

el

Code MIA406XXX MIA408XXX MIA410XXX MIA412XXX --- MIA416XXX MIA420XXX

Stan

dard

dept

h NR,k tensile [kN] 10.1 12.0 16.0 25.0 --- 35.0 50.0

VR,k shear [kN] 6.0 10.9 17.4 25.2 --- 47.1 73.5

Shal

low

dept

h NR,k tensile [kN] --- 9.0 12.0 16.0 --- --- --

VR,k shear [kN] --- 10.4 13.7 17.8 --- --- --

1 kN ≈ 100 kg

SAFETYFACTOR

STRENGTH REDUCTION FACTOR LOAD INCREASEFACTORCONCRETE FAILURE STEEL FAILURE

Zinc-Plated / Galvanised Steel

Tensile 1.80 1.40

1.4Shear 1.50 1.25

A4 Stainlesssteel

Tensile 1.80 1.68

Shear 1.50 1.52

The figures that are underlined or in bold indicate steel failure.The typical tensile and shear strength values should be considered separately.

Recommended safety factors:

The typical strength* in C20/25** concrete for an isolated anchor (without considering the effects of distances from edges or distances between anchors) is as shown on the table below:

RANGE OF SIZES


* Si

zes

not a

ppro

ved

48

AV

CHARACTERISTICS• Easy to install.

• Point-supported anchor.

• Used in concrete and in bricks with a sleeve.

• For static or quasi-static loads.

• A2 stainless steel version (AISI 304).

• Wide range of lengths.

USES• Outdoor use for fixing panels with

chemical anchors.


OFFICIAL DOCUMENTS• Test report 20,236 by the Eduardo

Torroja Institute.

BASE MATERIAL• Concrete of quality C20/25 to

C50/60

• Solid and hollow bricks.

SIZES• M8 and M10.

• Other diameters and lengths on request.

EXAMPLES OF USES

Point-supported metal anchor for installation with chemical anchor



49

INSTALLATION DATA

Anchor Code Rod type Ø x L rod Ø x L bolt Ø drill hole x depth Ø x L sleeve Chemical mortar

AVC08120

Ribbed

8 x 120 5 x 6012 x 5515 x 90

12 x 5015 x 85

MOPOLY

MOPOSE

AVC08150 8 x 150 5 x 6012 x 5515 x 90

12 x 5015 x 85

AVC10120 10 x 120 5 x 60 15 x 85 15 x 85

AVC10150 10 x 150 5 x 6015 x 8515 x 130

15 x 8515 x 130

AVC10180 10 x 180 5 x 6015 x 8515 x 130

15 x 8515 x 130

AV

INSTALLATION DATA

Anchor Code Rod type M x L rod Ø x L bolt Ø drill hole x depth Ø x L sleeve Chemical mortar

AVR08120

Threaded

M8 x 120 5 x 6012 x 5015 x 85

12 x 5015 x 85

MOPOLY

MOPOSE

AVR08150 M8 x 150 5 x 6012 x 5515 x 90

12 x 5015 x 85

AVR10120 M10 x 120 5 x 60 15 x 85 15 x 85

AVR10150 M10 x 150 5 x 6015 x 8515 x 130

15 x 8515 x 130

AVR10180 M10 x 180 5 x 6015 x 8515 x 130

15 x 8515 x 130



Mea

sure

men

ts in

mm

Mea

sure

men

ts in

mm

L rod

L sleeve

Ø bolt

60

Ø ro

d

Ø s

leev

e

4

50

AV

STRENGTHSThe limiting parameter of the fixing system is the displacement of the rod after it has been installed and the load has been applied. The table below shows the maximum load at the anchoring point according to the lever arm and the type of rod, with 1.5 mm being considered the maximum allowable displacement.

X: Lever arm of the anchor.E: thickness of the panel being fixed. E>30 mm.L: length of the anchor.

M8

M10

Ribbed 8

Ribbed 10

Allowable loads for facade anchoring

lever arm X (mm)

load

fo

r =

1.5

mm

(kg

)

140

120

100

80

60

40

20

0

30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

Maximum load for displacement at the end = 1.5 mm [kg]

Lever arm [mm] M8 M10 Ribbed 8 Ribbed 10

30 77.9 78.1 127.9 139.1

35 49.9 55.9 87.4 101.8

40 34.1 43.4 64.7 80.8

45 24.6 35.9 51.0 68.1

50 18.6 31.0 42.2 60.1

55 14.5 27.8 36.3 54.6

60 11.7 25.6 32.2 50.9

65 9.6 24.0 29.3 48.2

70 8.2 22.8 27.2 46.2

75 7.0 21.9 25.6 44.7

80 6.2 21.2 24.3 43.6

85 5.5 20.7 23.4 42.7

90 5.0 20.3 22.6 42.0

95 4.6 20.0 22.0 41.5

100 4.2 19.7 21.5 41.0

L

X

E

51

TNUX

CHARACTERISTICS• Easy to install.

• Used in uncracked, cracked and aerated concrete and bricks.

• Used for medium-high loads.

• For static or quasi-static loads.

• Zinc-plated and A4 stainless steel screw versions.

• Fire resistance tests Ø10.

• Wide range of lengths.

USES• For indoor and outdoor use.




BASE MATERIAL• Concrete of quality C12/16 to C50/60.

• Aerated concrete.

• Solid bricks.

• Hollow bricks.

OFFICIAL DOCUMENTS• CE-1020-CPD-010031782.

• ETA 13/0754 for concrete and brickwork.

• Fire resistance tests Ø10.

• Declaration of Performance DoP TNUX.

SIZES• Ø8 and Ø10.

EXAMPLES OF USES

T- NUX EHex head

T-NUX E A4A4 Stainless Steel. Hex head

T-NUX ACountersunk head

T-NUX A A4A4 Stainless Steel. Countersunk head

52

TNUX

CODEPlug sizednom x lt

Screw size dv x lv do

[mm]tfix

[mm]h1

[mm]h*

[mm]hnom [mm]

hef

[mm]df

[mm]T

TNUXA08080TNXA408080TNUXE08080TNXE408080

8 x 80 6 x 85

8

10

90

25

70 70 9 T30


8 x 100 6 x 105 30 45


8 x 120 6 x 125 50 65


10 x 80 7 x 85

10

10 90 25

70 70 11 T40


10 x 100 7 x 105 30 45


10 x 120 7 x 125 50 65


10 x 140 7 x 145 70 85


10 x 160 7 x 165 90 105


10 x 200 7 x 205 130 145


10 x 230 7 x 235 160 175

INSTALLATION DATA

dnom: diameter of the anchor. lt: length of the anchor. dv: diameter of the screw. lv: length of the screw.tfix: maximum thickness to fix. do: diameter of the hole. h1: minimum depth of the hole. T: Torx recess.hnom: minimum installation depth. hef: minimum effective depth. df: diameter in the element to be fixed.h*: minimum thickness equal to thickness of the reduced base material (hnom,red) and the thickness of the fixing (tfix).

hmin

h1

hnom

d nom

d f

lv

lt

tfix

hmin

h1 tfix

hnom

d 0

d fd nom

lv

tfix

h*= hnom, red + tfix

hnom, red

d fd nom

53

TNUX

INSTALLATION

IN SOLID MATERIALS

IN HOLLOW BRICKS

IN CONCRETE BLOCKS

1. Drill the hole

1. Drill the hole

1. Base material temperature

4. Strike the plug and screw as far as the collar



2. Clean the drill hole with a brush and blower



5. Turn the screw

5. Turn the screw

5. Turn the screw

3. Put the fixture in place and install the anchor



6. Make sure that the fixing has been properly installed



54

TNUX

Material Description FigureDrillingmethod

Density [kg/dm3]

Minimum compressive strength fb [N/mm2]

Uncracked Strength Rotary+hammer --- ≥ 16

Solid brickType “A”

Solid brick 110x60x240 “Danesi”Rotary+hammer 1.7 39.0

Solid brickType “B”

Solid brick 250x120x550 “Terreal Italia”Rotary+hammer 1.7 27.0

Solid brickType “E”

Fior di tufo 370x370x110 “Cave riunite”Rotary+hammer 2.4 7.5

Hollow brickType “C”

Doppio doppio UNI 120x245x250 “Danesi”Rotary 0.9 13.0

Hollow brickType “D”

Perforated 120x250x250 “Wienerberger”Rotary 0.6 2.0

Material Description Figure Typical strengthØ 8 Ø 10

Safety factorZn Stainless

steel Zn Stainless steel

UncrackedStrength ≥16 N/

mm2

Tensile NR,k tensile 3.5 4.51.8

Shear Vr,k 5.6 7.9 7.7 10.8

Solid brick Type “A”Tensile NR,k tensile

3.0 2.0 2.5Shear Vr,k

Solid brick Type “B”Tensile NR,k tensile

4.0 5.0 2.5Shear Vr,k

Solid brick Type “E”Tensile NR,k tensile

--- 0.3 2.5Shear Vr,k

Hollow brick Type “C”Tensile NR,k tensile

--- 0.3 2.5Shear Vr,k

Hollow brick Type “D”Tensile NR,k tensile

0.3 --- 2.5Shear Vr,k

BASE MATERIALS

STRENGTHS

N

V

The typical strength* for an isolated anchor (without considering the effects of distances from edges or distances between anchors) is as shown on the table below:

55

TNUX

DISTANCES ESSENTIAL FOR CONCRETE FIXINGS

Dimensions and minimum distances, concrete ≥16/20

Parameter / size TNUX Ø8 TNUX Ø10

hmin Minimum thickness of the base material [mm] 140

ccr,N Typical distance to edge [mm] 105 105

smin Minimum distance between anchors [mm] 90 100

cmin Minimum distance to edge [mm] 90 100

TYPICAL DISTANCES ESSENTIAL FOR SOLID BRICK FIXINGS

Dimensions and minimum distances, Type “A” brick



Isolated anchor cmin Minimum distance to edge [mm] 120

Group of anchors

s1,min Perpendicular distance to free edge [mm] 240

s2,min Parallel distance to free edge [mm] 480

cmin Minimum distance to edge [mm] 120

Dimensions and minimum distances, Type “B” brick



Group of anchors




Dimensions and minimum distances, Type “E” brick



Group of anchors




TYPICAL DISTANCES ESSENTIAL FOR HOLLOW BRICK FIXINGS

Dimensions and minimum distances, Type “C” brick


hmin Minimum thickness of the base material [mm] - 120

Isolated anchor cmin Minimum distance to edge [mm] - 125

Group of anchors

s1,min Perpendicular distance to free edge [mm] - 250

s2,min Parallel distance to free edge [mm] - 500

cmin Minimum distance to edge [mm] - 125

Dimensions and minimum distances, Type “D” brick

hmin Minimum thickness of the base material [mm] 120 -

Isolated anchor cmin Minimum distance to edge [mm] 125 -

Group of anchors

s1,min Perpendicular distance to free edge [mm] 250 -

s2,min Parallel distance to free edge [mm] 500 -

cmin Minimum distance to edge [mm] 75 -

TYPICAL MINIMUM

INDEX Fixing SystemsTécnicas Expansivas, S.L.

FOTECFV15

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