Ventilated Facades Catalogue - INDEX Fixing Systems

Ventilated facades

Ventilated facades

General overview INDEX 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.

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 (sat@indexfix.com).

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

Ventilated facades

Basic concepts of facades DESCRIPTION

PURPOSE

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

• Thermal and acoustic insulation of the building.

• Protection of the construction elements.

• Appearance of the building.

A

C

SOLAR RADIATION E

A

Outer wall

B

Air chamber

C

Insulation material

D

Cladding of the building

E

Flux released

F

Dissipated solar radiation

G

Reflected solar radiation

H

Flux transmitted inwards

I

Climatic factors

J

Maximum outdoor temperature

K

Minimum indoor temperature

L

Indoor temperature

F

H G

B I D J

L

K

PROPERTIES AND CHARACTERISTICS The 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.

• It improves the thermal insulation conditions.

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:

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.

• Protection against direct solar radiation.

• Enables ventilation of the energy absorbed by the panelling.

4

Ventilated facades

TYPES OF FACADES a) By the type of anchoring to the support Point-supported (mechanical or chemical)

By substructure (columns or columns and beams)

b) By the type of joint with the substructure

Fixing with hidden clip

Fixing with profiles to the grooved tiles

c) By the material • Stone • Ceramic • Composites • Metal • Bakelite wood • Heavy panels • GRC panels • Panels made from innovative materials Fixing with visible clip

5

Ventilated facades

PROS

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.

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.

6

Ventilated facades

DESIGN, CONSTRUCTION AND/OR APPLICATION

Components of the ventilated facade The 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.

4

1

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.

2

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

3

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)).

4

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.

1

3

View of the metal anchor in a concealed position

3

Hot air leaving 1

1

2

4

Cold air entering 4

7

Ventilated facades Applicable conditions, basic requirements and specifications 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).

The 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.

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).

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

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

Condition

Requirement

Specification

Health, safety and protection of the environment (HS)

Definition level according to table 2

SE1: Strength and stability

Mechanical strength and stability

Inner skin Outer skin

Level 1

SE2: Suitability for service

Deformation (sag and collapses)

Inner skin Outer skin

Level 2

SI1: Internal propagation

Fire reaction of the inner face

Inner skin

Level 1

Fire reaction of the outer face

Outer skin

Level 1

Fire resistance

Inner skin

Level 1

Degree of impermeability to rainwater

Inner skin Outer skin

Level 2

Drainage capacity of the air chamber

Outer skin

Level 2

Condensation limitation

Inner skin

Level 1

Materials of the components

Level 3

Structural safety (SE)

Safety in the event of fire (SI)

Applicable to

SI2: External propagation

HS1: Protection against dampness

Hazardous substances

Content or release of hazardous substances

SUA2: Risk of impact

Impact resistance

Inner skin Outer skin

Level 3

SUA8: Risk of lightning strike

Equipotentiality

Inner skin Outer skin

Level 3

Noise protection (HR)

HR: Noise protection

Insulation against airborne noise from the outside

Inner skin

Level 1

Energy saving and thermal insulation (HE)

Thermal insulation

Inner skin

Level 1

HE1: Limiting energy demand Air permeability

Inner skin

Level 2

Metal components

Level 3

Materials of the components

Level 3

Components

Level 2

Safety of use and accessibility (SUA)

Corrosion Durability Other additional conditions

Accelerated ageing material Identification of the components

Characteristics of the components relating to the performance of the system

8

Ventilated facades

Bases for justifying alternative technical solutions to the CTE

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.

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.

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

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

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.

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.

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

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:

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.

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

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

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

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

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. Threshold values or assessment criteria

Basic requirements

Performance specifications Verification methods

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

Definition level

Level 1

Level 2

Level 3

Basic requirement

YES

YES

YES

Performance specification

YES

YES

NO

Threshold value or assessment criterion Verification method

A

B

C

YES

YES

NO

NO

NO

YES

NO

YES

NO

NO

9

Ventilated facades Improving energy efficiency

Uses of the anchors

From 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.

Due 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.

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.

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.

10

Ventilated facades Types of anchors Both types of anchors have advantages and disadvantages.

There 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 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.

Anchor selection

In-situ anchor

Post-installed anchor

Examples of anchors installed in-situ

weld

Chemical anchor

Metal anchor

Plastic anchor T-shaped rod

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.

J-shaped rod

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.

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

11

MOPOSE POLYESTER

MOEPSE EPOXYACRILATE

Page 23

Page 32

TESTED

TESTED

TNUX

T-NUX A

Page 51

Countersunk head

T-NUX A A4

A4 Stainless Steel. Countersunk head

T- NUX E Hex head

T-NUX E A4

A4 Stainless Steel. Hex head

Page 48

AV AVC

A2 Stainless steel ribbed anchor

AVR

A2 stainless steel threaded anchor

Page 43

MTH MTH Zinc-plated anchor MTH-A4 A4 stainless steel anchor

Page 14

Page 38

MTP

MOPOLY POLYESTER

MTP Zinc-plated anchor MTP-G Sheradised anchor MTP-A4 A4 stainless steel anchor TESTED

13

MOPOLY POLYESTER

410 ml TESTED

CODE

SIZE

300 ml

NORMAL MOPOLY170

170 ml.

12

MOPOLY300

300 ml.

12

MOPOLY410

410 ml.

12

STONE COLOUR MOPOLYP300

300 ml.

12

MOPOLYP410

410 ml.

12

LOW TEMPERATURES MOPOLYW300

300 ml.

12

MOPOLYW410

410 ml.

12

LOADS

4,500 kg

170 ml

BASE MATERIAL

115 kg

DRILL HOLE CONDITION

CHARACTERISTICS • Easy to install.

• Used in uncracked concrete, hollow and solid bricks.

• Used for medium-high loads.

• Used for static or quasi-static loads.

• A2 and A4 stainless steel versions.

• Polyester resin for all types of materials.

RECOMMENDED TENSILE STRENGTHS CONCRETE C 20/25

SIZES

M8 - M24 VALID FOR Threaded rod

773 kg

M8

1,029 kg 1,426 kg 2,082 kg 3,241 kg 4,500 kg

M10

M12

M16

HOLLOW BRICK

M20

M24

115 kg

M8, M10, M12

EXAMPLES OF USES

14

USES • Fixing of stone panelling.

• Restoration of facades.

• Fixing of billboards, brackets for air conditioning, boilers, awnings, signs, balconies, shelves, railings etc.

MOPOLY POLYESTER 1. RANGE ITEM

CODE

SIZE

PHOTO

COMPONENT

1

MOPOLY170 MOPOLY300 MOPOLY410

170 ml 300 ml 410 ml

MORTAR POLYESTER

2

MOPOLYP300 MOPOLYP410

300 ml 410 ml

MORTAR POLYESTER STONE COLOUR

3

MOPOLYW300 MOPOLYW410

300 ml 410 ml

MORTAR POLYESTER WINTER

MATERIAL

Polyester resin with styrene.

Presentation: 170, 300 and 410 ml cartridges

12

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

12

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

12

2. ACCESSORIES ITEM

CODE

PHOTO

COMPONENT

MOPISSI

1

Gun for 170 and 300 ml cartridges

APPLICATOR GUNS

MOPISTO

MOPISPR

MATERIAL

Gun for 410 ml coaxial cartridges

Gun for 410 ml coaxial cartridges, professional use

DIESES PRODUKT WIRD NICHT IN DEUTSCHLAND VERTRIEBEN

2

MO-ES EQ-AC EQ-A2 EQ-A4

STUD BOLT

ISO 898 class 5.8 steel threaded stud bolts ISO 898-1 class 5.8 steel threaded stud bolts A2-70 stainless steel stud bolts A4-70 stainless steel stud bolts

3

MORCEPKIT

CLEANING BRUSHES

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

4

MOBOMBA

CLEANING PUMP

Pump 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-TR

METAL THREADED SLEEVE

8

MO-TM

METAL SLEEVE

15

Metal threaded sleeve M8, M10, M12, zincplated

Metal sleeve Ø12, Ø16 and Ø22

df

hmin d0

MOPOLY POLYESTER

h1= hnom = hef

3. INSTALLATION DATA

tfix

3.1 CONCRETE FIXINGS SIZE

M8

M10

M12

M16

M20

M24

d0

d0: nominal diameter

[mm]

10

12

14

18

22

26

df

df: diameter in anchor plate ≤

[mm]

9

12

14

18

22

26

Tins

Tins: torque ≤

[Nm]

10

20

40

80

150

200

Circular cleaning brush

Ø14

Ø20

Ø29

hef,min = 8d

ho

drill hole depth

[mm]

64

80

96

128

160

192

scr,N

critical distance between anchors

[mm]

192

240

288

384

480

576

ccr,N

critical distance to edge

[mm]

96

120

144

192

240

288

cmin

minimum distance to edge

[mm]

35

40

50

65

80

96

smin

minimum distance between anchors

[mm]

35

40

50

65

80

96

hmin

minimum thickness of concrete

[mm]

100

110

126

158

204

244

Standard stud bolt

ho

drill hole depth

[mm]

80

90

110

128

170

210

scr,N

critical distance between anchors

[mm]

240

270

330

384

510

630

ccr,N

critical distance to edge

[mm]

120

135

165

192

255

315

cmin

minimum distance to edge

[mm]

43

45

56

65

85

105

smin

minimum distance between anchors

[mm]

43

45

56

65

85

105

hmin

minimum thickness of concrete

[mm]

110

120

140

158

214

262

hef,max = 12d

ho

drill hole depth

[mm]

96

120

144

192

240

288

scr,N

critical distance between anchors

[mm]

288

360

432

576

720

864

ccr,N

critical distance to edge

[mm]

144

180

216

288

360

432

cmin

minimum distance to edge

[mm]

50

60

70

95

120

145

smin

minimum distance between anchors

[mm]

50

60

70

95

120

145

hmin

minimum thickness of concrete

[mm]

126

150

174

222

284

340

Bichromated stud bolt code

EQAC08110 EQAC10130 EQAC12160 EQAC16190 EQAC20260 EQAC24300 A2 / A4 stainless steel stud bolt code

EQA208110 EQA210130 EQA212160 EQA216190 EQA220260 EQA224300 EQA408110 EQA410130 EQA412160 EQA416190 EQA420260 EQA424300

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.

16

MOPOLY POLYESTER 3.2. SOLID OR HOLLOW BRICK FIXINGS 3.2.1 TYPES OF BRICKS

Brick no. 1

Hollow fired clay brick HLz 12-1.0-2DF in accordance with EN 771-1 Length / width / height: 235 mm / 112 mm / 115 mm fb ≥ 12 N/mm2 / ρ ≥ 1.0 kg/dm3

Brick no. 2a

Sand-lime hollow brick KSL 12-1.4-3DF in accordance with EN 771-2 Length / width / height = 240 mm / 175 mm / 113 mm fb ≥ 12 N/mm2 / ρ ≥ 1.4 kg/dm3

Brick no. 2b

Sand-lime hollow brick KSL 12-1.4-2DF in accordance with EN 771-2 Length / width / height = 250 mm / 240 mm / 237 mm fb ≥ 12 N/mm2 / ρ≥ 1.4 kg/dm3

Brick no. 3

Solid 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. 4

Sand-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. 5

Hollow 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. 6

Lightweight 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. 7

Lightweight hollow concrete block Hbl 4-0.7-8DF in accordance with EN 771-3 Length / width / height = 250 mm / 240 mm / 248 mm fb ≥ 4.0 N/mm2 / ρ ≥ 0.7 kg/dm3

Brick no. 8

Concrete 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

17

df

d0

MOPOLY POLYESTER h1= hnom = hef

3.2.2 INSTALLATION PARAMETERS

hc

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

SIZE Plastic sleeve

tfix

M8

M10

ls

85

85

M12 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 MOES08110

Stud bolt code

MOES10115

MOTN15085

Sleeve code

MOTN15085

MOTN20085

smin cmin

scr

smin cmin

scr

smin cmin

scr

[mm]

100

235

100

235

120

235

Minimum spacing and distance to edge Brick number 1

MOES12110

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

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

Metal sleeve internal thread

12 x 80

14 x 80

16 x 80

Plastic sleeve

ls

85

85

85

do

15

15

15

Volume of mortar per sleeve

[ml]

15

15

15

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]

26

32

24

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

MOTRO08

MOTRO10

MOTRO12

Code metal sleeve internal thread

smin cmin

scr

smin cmin

scr

smin cmin

scr

50

235

120

235

120

235

--

--

120

250

120

250

50

240

60

280

60

320

50

240

60

280

60

320

[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

Minimum spacing and distance to edge Brick number 1

[mm]

Brick number 2

[mm]

Brick number 3

[mm]

Brick number 4

[mm]

Brick number 5

18

MOPOLY POLYESTER 4. PRODUCT INSTALLATION 4.1. INSTALLATION IN CONCRETE 1 DRILLING

Check that the concrete is well compacted and without significant pores.

Suitable for dry, wet or flooded drill holes.

Cartridge temperature: ≥ 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.

1

2

4

3

6

5

2 - 3 - 4 - 5 - 6 BLOW AND CLEAN Clean 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.

C

B A

A - B * - C OPEN CARTRIDGE

7 8

9

Screw 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 MORTAR

Insert 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 INSTALL Insert 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.

MOPOLYW

MOPOLY / MOPOLYP

TYPE

BASE MATERIAL TEMPERATURE [ºC]

HANDLING TIME [min]

CURING TIME [min]

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

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

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

19

MOPOLY 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.

1 2 3 4

2 - 3 - 4 - 5 - 6 BLOW AND CLEAN Clean 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.

C

B A

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 6

A - B * - C OPEN CARTRIDGE

Screw 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

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 INSTALL

Insert 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.

MOPOLYW

MOPOLY / MOPOLYP

TYPE

BASE MATERIAL TEMPERATURE [ºC]

HANDLING TIME [min]

CURING TIME [min]

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

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

7 APPLY TORQUE Once the curing time has passed, apply torque, without exceeding the value specified on the table on page 18.

20

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

MOPOLY

MOPOLYP

MOPOLYW

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

6. STRENGTHS 6.1. CONCRETE FIXINGS Typical 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.

M8

M10

M12

M16

M20

M24

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

[N/mm ]

9.5

9

7

8

7.5

7

Bichromated

DIAMETER

Tensile

Specific value

Stainless steel

Shear

Tensile

All depths.

VRk

[kN]

9

15

21

39

61

88

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]

22.9

33.9

46.1

77.2

113.1

152.0

[N/mm ]

9.5

9

7

8

7.5

7

[kN]

13

20

30

55

86

124

Specific value Shear

Rk

2

All depths.

Rk

2

VRk

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: C30/37

C40/50

C50/60

1.12

1.19

1.30

Recommended safety factors STRENGTH REDUCTION FACTOR

SAFETY FACTORS

Bichromated

Stainless

Pull-out failure

Steel failure

Tensile

1.80

1.50

Shear

---

1.25

Tensile

1.80

---

Shear

---

1.56

21

LOAD INCREASE FACTOR

1.40

MOPOLY POLYESTER 6.1. HOLLOW BRICK FIXINGS Threaded stud bolts Tensile and shear [kN]

Metal threaded sleeve Tensile and shear [kN]

Base material* *Check brick type in Section 3.2.1

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

7. OFFICIAL DOCUMENTATION INDEX 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.

MOPOSE POLYESTER

TESTED

300 ml

CODE

SIZE

NORMAL

410 ml

MOPOSE300

300 ml.

12

MOPOSE410

410 ml.

12

STONE COLOUR MOPOSEP300

300 ml.

12

MOPOSEP410

410 ml.

12

LOW TEMPERATURES MOPOSEW300

300 ml.

12

MOPOSEW410

410 ml.

12

HIGH TEMPERATURES MOPOSEW300

300 ml.

12

MOPOSEW410

410 ml.

12

BASE MATERIAL

CHARACTERISTICS • No styrene.

• Easy to install.

• Used in uncracked concrete, hollow and solid bricks.

• Used for medium-high loads.

• Used for static or quasi-static loads.

• A2 and A4 bichromated stainless steel versions.

• Polyester resin for all types of materials.

USES • For indoor and outdoor use.

• Fixing of stone panelling.

• Restoration of facades.

• Fixing of brackets for air conditioning, boilers, awnings, garage door frames, signs, balconies, shelves, railings, handrails, etc.

LOADS

4,800 kg

RECOMMENDED TENSILE STRENGTHS

115 kg

DRILL HOLE CONDITION

CONCRETE C 20/25

SIZES 691 kg

915 kg

M8

M10

1,510 kg 2,342 kg 3,457 kg 4,800 kg

M12

M16

HOLLOW BRICK

M20

23

M8 - M24 VALID FOR

115 kg

M8, M10, M12

EXAMPLES OF USES

M24

Threaded rod

MOPOSE POLYESTER 1. RANGE ITEM

CODE

SIZE

1

MOPOSE300 MOPOSE410

2

PHOTO

COMPONENT

MATERIAL

170 ml 300 ml 410 ml

MORTAR POLYESTER

Polyester resin styrene-free.

Presentation: 300 and 410 ml cartridges

12

MOPOSEP300 MOPOSEP410

300 ml 410 ml

MORTAR POLYESTER STONE COLOUR

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

12

3

MOPOSEW300 MOPOSEW410

300 ml 410 ml

MORTAR POLYESTER WINTER

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

12

4

MOPOSES300 MOPOSES410

300 ml 410 ml

MORTAR POLYESTER SUMMER

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

12

2. ACCESSORIES ITEM

CODE

PHOTO

COMPONENT

MOPISSI

1

Gun for 300 ml cartridges

APPLICATOR GUNS

MOPISTO

MOPISPR

MATERIAL

Gun for 410 ml coaxial cartridges

Gun for 410 ml coaxial cartridges, professional use

DIESES PRODUKT WIRD NICHT IN DEUTSCHLAND VERTRIEBEN

2

MO-ES EQ-AC EQ-A2 EQ-A4

STUD BOLT

ISO 898 class 5.8 steel threaded stud bolts ISO 898-1 class 5.8 steel threaded stud bolts A2-70 stainless steel stud bolts A4-70 stainless steel stud bolts

3

MORCEPKIT

CLEANING BRUSHES

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

4

MOBOMBA

CLEANING PUMP

Pump 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-TR

METAL THREADED SLEEVE

8

MO-TM

METAL SLEEVE

24

Metal threaded sleeve M8, M10, M12, zincplated

Metal sleeve Ø12, Ø16 and Ø22

df

hmin d0

MOPOSE POLYESTER h1= hnom = hef

tfix

3. INSTALLATION DATA 3.1 CONCRETE FIXINGS SIZE

M8

M10

M12

M16

M20

M24

d0

d0: nominal diameter

[mm]

10

12

14

18

22

26

df

df: diameter in anchor plate ≤

[mm]

9

12

14

18

22

26

Tins

Tins: torque ≤

[Nm]

10

20

40

80

150

200

Circular cleaning brush

Ø14

Ø20

Ø29

hef,min = 8d

ho

drill hole depth

[mm]

64

80

96

128

160

192

scr,N

critical distance between anchors

[mm]

192

240

288

384

480

576

ccr,N

critical distance to edge

[mm]

96

120

144

192

240

288

cmin

minimum distance to edge

[mm]

35

40

50

65

80

96

smin

minimum distance between anchors

[mm]

35

40

50

65

80

96

hmin

minimum thickness of concrete

[mm]

100

110

126

158

204

244

Standard stud bolt

ho

drill hole depth

[mm]

80

90

110

128

170

210

scr,N

critical distance between anchors

[mm]

240

270

330

384

510

630

ccr,N

critical distance to edge

[mm]

120

135

165

192

255

315

cmin

minimum distance to edge

[mm]

43

45

56

65

85

105

smin

minimum distance between anchors

[mm]

43

45

56

65

85

105

hmin

minimum thickness of concrete

[mm]

110

120

140

158

214

262

hef,max = 12d

ho

drill hole depth

[mm]

96

120

144

192

240

288

scr,N

critical distance between anchors

[mm]

288

360

432

576

720

864

ccr,N

critical distance to edge

[mm]

144

180

216

288

360

432

cmin

minimum distance to edge

[mm]

50

60

70

95

120

145

smin

minimum distance between anchors

[mm]

50

60

70

95

120

145

hmin

minimum thickness of concrete

[mm]

126

150

174

222

284

340

Bichromated stud bolt code

EQAC08110 EQAC10130 EQAC12160 EQAC16190 EQAC20260 EQAC24300 A2 / A4 stainless steel stud bolt code

EQA208110 EQA210130 EQA212160 EQA216190 EQA220260 EQA224300 EQA408110 EQA410130 EQA412160 EQA416190 EQA420260 EQA424300

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.

25

MOPOSE POLYESTER 3.2. SOLID OR HOLLOW BRICK FIXINGS 3.2.1 TYPES OF BRICKS

Brick no. 1

Hollow fired clay brick HLz 12-1.0-2DF in accordance with EN 771-1 Length / width / height: 235 mm / 112 mm / 115 mm fb ≥ 12 N/mm2 / ρ ≥ 1.0 kg/dm3

Brick no. 2a

Sand-lime hollow brick KSL 12-1.4-3DF in accordance with EN 771-2 Length / width / height = 240 mm / 175 mm / 113 mm fb ≥ 12 N/mm2 / ρ ≥ 1.4 kg/dm3

Brick no. 2b

Sand-lime hollow brick KSL 12-1.4-2DF in accordance with EN 771-2 Length / width / height = 250 mm / 240 mm / 237 mm fb ≥ 12 N/mm2 / ρ≥ 1.4 kg/dm3

Brick no. 3

Solid 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. 4

Sand-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. 5

Hollow 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. 6

Lightweight 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. 7

Lightweight hollow concrete block Hbl 4-0.7-8DF in accordance with EN 771-3 Length / width / height = 250 mm / 240 mm / 248 mm fb ≥ 4.0 N/mm2 / ρ ≥ 0.7 kg/dm3

Brick no. 8

Concrete 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

26

df

d0

MOPOSE POLYESTER h1= hnom = hef

3.2.2 INSTALLATION PARAMETERS

hc tfix

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

SIZE Plastic sleeve

M8

M10

ls

85

85

M12 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 base material ≥

[mm]

110

110

110

df: metal sheet diameter ≤

[mm]

9

12

14

Tins: torque ≤

[Nm]

2

2

2

Circular brush

ø20 MOES08110

Stud bolt code

MOES10115

MOTN15085

Sleeve code

MOTN15085

MOTN20085

smin cmin

scr

smin cmin

scr

smin cmin

scr

[mm]

100

235

100

235

120

235

Minimum spacing and distance to edge Brick number 1

MOES12110

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

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

Metal sleeve internal thread

12 x 80

14 x 80

16 x 80

Plastic sleeve

ls

85

85

85

do

15

15

15

Volume of mortar per sleeve

[ml]

15

15

15

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]

26

32

24

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

MOTRO08

MOTRO10

MOTRO12

Code metal sleeve internal thread

smin cmin

scr

smin cmin

scr

smin cmin

scr

50

235

120

235

120

235

--

--

120

250

120

250

50

240

60

280

60

320

50

240

60

280

60

320

[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

Minimum spacing and distance to edge Brick number 1

[mm]

Brick number 2

[mm]

Brick number 3

[mm]

Brick number 4

[mm]

Brick number 5

27

MOPOSE POLYESTER 4. PRODUCT INSTALLATION 4.1. INSTALLATION IN CONCRETE 1 DRILLING

Check that the concrete is well compacted and without significant pores.

Suitable for dry, wet or flooded drill holes.

Cartridge temperature: ≥ 5 ºC Base 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.

1

2

4

3

6

5

2 - 3 - 4 - 5 - 6 BLOW AND CLEAN

C

B

Clean 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

7 8

9

A - B * - C OPEN CARTRIDGE Screw 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.

7 APPLY MORTAR

Insert 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 INSTALL

Insert 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.

MOPOSES

MOPOSEW

MOPOSE / MOPOSEP

TYPE

BASE MATERIAL TEMPERATURE [ºC]

HANDLING TIME [min]

BASE MATERIAL TEMPERATURE [ºC]

min +5

18

min +5

CURING TIME [min] 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

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

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

9 APPLY TORQUE Once the curing time has passed, apply torque, without exceeding the value specified on the table on page 25.

28

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.

1 2 3

2 - 3 - 4 - 5 - 6 BLOW AND CLEAN Clean 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.

4

C

B

4 POSITION SLEEVE

A

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

5 6

7

A - B * - C OPEN CARTRIDGE Screw 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.

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 INSTALL

Insert 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.

MOPOSES

MOPOSEW

MOPOSE / MOPOSEP

TYPE

BASE MATERIAL TEMPERATURE [ºC]

HANDLING TIME [min]

BASE MATERIAL TEMPERATURE [ºC]

min +5

18

min +5

CURING TIME [min] 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

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

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

7 APPLY TORQUE Once the curing time has passed, apply torque, without exceeding the value specified on the table on page 27.

29

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

MOPOSE

MOPOSEP

MOPOSEW

MOPOSES

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

6. STRENGTHS 6.1. CONCRETE FIXINGS Typical 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.

Bichromated

DIAMETER

Tensile

Stainless steel

Tensile

M12

M16

M20

M24

NRk

[kN]

13.7

20.1

32.6

57.9

80.4

108.6

Standard stud bolt

NRk

[kN]

17.1

22.6

37.3

57.9

85.5

118.8

hef,max = 12d

NRk

[kN]

20.5

30.2

48.9

86.9

120.6

162.9

[N/mm ]

8.5

8

9

9

8

7.5

Rk

2

All depths.

VRk

[kN]

9

15

21

39

61

88

hef,min = 8d

NRk

[kN]

13.7

20.1

32.6

57.9

80.4

108.6

Standard stud bolt

NRk

[kN]

17.1

22.6

37.3

57.9

85.5

118.8

hef,max = 12d

NRk

[kN]

20.5

30.2

48.9

86.9

120.6

162.9

[N/mm2]

8.5

8

9

9

8

7.5

[kN]

13

20

30

55

86

124

Specific value Shear

M10

hef,min = 8d

Specific value Shear

M8

All depths.

Rk

VRk

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: C30/37

C40/50

C50/60

1.12

1.19

1.30

Recommended safety factors STRENGTH REDUCTION FACTOR

SAFETY FACTORS

Bichromated

Stainless

Pull-out failure

Steel failure

Tensile

1.80

1.50

Shear

---

1.25

Tensile

1.80

---

Shear

---

1.56

30

LOAD INCREASE FACTOR

1.40

MOPOSE POLYESTER 6.1. HOLLOW BRICK FIXINGS Threaded stud bolts Tensile and shear [kN]

Metal threaded sleeve Tensile and shear [kN]

Base material* *Check brick type in Section 3.2.1

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

7. OFFICIAL DOCUMENTATION Through 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.

• INDEXcal anchor calculation software.

• INDEXmor cartridge requirement calculation software.

31

H IFOG H NCE A M PER R 30

MOEPSE EPOXYACRILATE

7&M M8 - M2approved

300 ml 410 ml

TESTED

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

LOADS

5,000 kg

BASE MATERIAL

18,400 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.

2,600 kg

DRILL HOLE CONDITION

RECOMMENDED TENSILE STRENGTHS CONCRETE C 20/25

SIZES

M8 - M30 Stud bolt

Ø8 - Ø25 M27 & M30 approved

Rebars

813 kg

M8

1,087 kg 1,594 kg 2,342 kg 3,673 kg 4,900 kg 5,000 kg

M10

M12

M16

M20

M24

M30

VALID FOR Threaded rod

Ribbed bar

EXAMPLES OF USES

32

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.

MOEPSE EPOXYACRILATE 1. RANGE ITEM

CODE

SIZE

1

MOEPSE300 MOEPSE410

PHOTO

COMPONENT

MATERIAL

300 ml 410 ml

EPOXY ACRYLATE MORTAR STYRENE-FREE

Epoxy acrylate resin styrene-free.

Presentation: 300 and 410 ml cartridges

12

2

MOEPSEW300 MOEPSEW410

300 ml 410 ml

EPOXY ACRYLATE MORTAR STYRENE-FREE WINTER

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

12

3

MOEPSES300 MOEPSES410

300 ml 410 ml

EPOXY ACRYLATE MORTAR STYRENE-FREE SUMMER

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

12

2. ACCESSORIES ITEM

CODE

PHOTO

COMPONENT

MOPISSI

1

Gun for 170 and 300 ml cartridges

APPLICATOR GUNS

MOPISTO

MOPISPR

MATERIAL

Gun for 410 ml coaxial cartridges

Gun for 410 ml coaxial cartridges, professional use

DIESES PRODUKT WIRD NICHT IN DEUTSCHLAND VERTRIEBEN

2

EQ-AC EQ-A2 EQ-A4

STUD BOLT

ISO 898 class 5.8 steel threaded stud bolts A2-70 stainless steel stud bolts A4-70 stainless steel stud bolts

3

MORCEPKIT

CLEANING BRUSHES

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

4

MOBOMBA

CLEANING PUMP

Pump 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-TR

METAL THREADED SLEEVE

8

MO-TM

METAL SLEEVE

33

Metal threaded sleeve M8, M10, M12, zincplated

Metal sleeve Ø12, Ø16 and Ø22

df

hmin d0

MOEPSE EPOXYACRILATE

h1= hnom = hef

3. INSTALLATION DATA

tfix

3.1 CONCRETE FIXINGS SIZE

M8

M10

M12

M16

M20

M24

M27

M30

d0

d0: 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

Tins

Tins: torque ≤

[Nm]

10

20

40

80

150

200

240

275

Circular cleaning brush

Ø14

Ø20

Ø29

Ø40

hef,min = 8d

ho

drill hole depth

[mm]

64

80

96

128

160

192

216

240

scr,N

critical distance between anchors

[mm]

192

240

288

384

480

576

648

720

ccr,N

critical distance to edge

[mm]

96

120

144

192

240

288

324

360

cmin

minimum distance to edge

[mm]

35

40

50

65

80

96

110

120

smin

minimum distance between anchors [mm]

35

40

50

65

80

96

110

120

hmin

minimum thickness of concrete

[mm]

100

110

126

158

204

244

276

310

Standard stud bolt

ho

drill hole depth

[mm]

80

90

110

128

170

210

-

280

scr,N

critical distance between anchors

[mm]

240

270

330

384

510

630

-

840

ccr,N

critical distance to edge

[mm]

120

135

165

192

255

315

-

420

cmin

minimum distance to edge

[mm]

43

45

56

65

85

105

-

140

smin

minimum distance between anchors [mm]

43

45

56

65

85

105

-

140

hmin

minimum thickness of concrete

[mm]

110

120

140

158

214

262

-

350

hef,max = 20d

ho

drill hole depth

[mm]

160

200

240

320

400

480

540

600

scr,N

critical distance between anchors

[mm]

480

600

720

960

1200

1440

1620

1800

ccr,N

critical distance to edge

[mm]

240

300

360

480

600

720

810

900

cmin

minimum distance to edge

[mm]

80

100

120

160

200

240

270

300

smin

minimum distance between anchors [mm]

80

100

120

160

200

240

270

300

hmin

minimum thickness of concrete

176

220

264

352

444

532

600

730

EQAC08110 EQAC10130 EQAC12160 EQAC16190 EQAC20260 EQAC24300

---

EQAC30330

EQA208110 EQA210130 EQA212160 EQA216190 EQA220260 EQA224300 EQA408110 EQA410130 EQA412160 EQA416190 EQA420260 EQA424300

---

EQA230330 EQA430330

[mm]

Bichromated stud bolt code

A2 / A4 stainless steel stud bolt code

The depth value hef may be selected by the user from between hef,min = 8d and hef,max = 20d. 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.

34

MOEPSE EPOXYACRILATE 4. PRODUCT INSTALLATION 4.1. INSTALLATION IN CONCRETE 1 DRILLING

Check that the concrete is well compacted and without significant pores.

Suitable for dry, wet or flooded drill holes.

Cartridge temperature: ≥ 5 ºC Base 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

2

4

3

6

5

2 - 3 - 4 - 5 - 6 BLOW AND CLEAN

Clean 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.

C

B A

A - B * - C OPEN CARTRIDGE

7 8

9

Screw 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.

7 APPLY MORTAR

Insert 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 INSTALL

Insert 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.

BASE MATERIAL TEMPERATURE [ºC]

HANDLING TIME [min]

CURING TIME [min]

+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

+15 to +20

15

5 hours

MOEPSES

MOEPSEW

MOEPSE

TYPE

+20 to +25

10

145

+25 to +30

7.5

85

+30 to +35

5

50

+35 to +40

3.5

40

-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

9 APPLY TORQUE

Once the curing time has passed, apply torque, without exceeding the value specified on the table on page 34.

35

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

MOEPSE

MOEPSEW

MOEPSES

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

6. STRENGTHS 6.1. CONCRETE FIXINGS

Bichromated

DIAMETER

Tensile

Stainless steel Bichromated

Tensile

Tensile

Tensile

M16

M20

M24

M27

M30

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

[N/mm ]

10

9.5

9.5

9

8.5

8

6.5

5.5

Rk

2

All depths.

VRk

[kN]

9.0

15.0

21.0

39.0

61.0

88.0

115.0

140.0

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 Rk

[kN]

40.2

59.7

86.0

144.8

213.6

289.5

297.7

311.0

[N/mm2]

10

9.5

9.5

9

8.5

8

6.5

5.5

All depths.

VRk

[kN]

13.0

20.0

30.0

55.0

86.0

124.0

161.0

196.0

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

--

--

[N/mm ]

8.5

7.5

7

7

6.5

5.5

--

--

Rk

2

All depths.

VRk

[kN]

9.0

15.0

21.0

39.0

61.0

88.0

--

--

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

Specific value Shear

M12

[kN]

Specific value Shear

M10

NRk

Specific value Shear

M8

hef,min = 8d

Specific value Shear

Stainless steel

CRACKED CONCRETE

UNCRACKED CONCRETE

TYPE CONC.

Typical 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.

All depths.

Rk

VRk

[kN]

26

41

63.3

112.6

163.6

199.0

--

--

[N/mm2]

8.5

7.5

7

7

6.5

5.5

--

--

[kN]

13.0

20.0

30.0

55.0

86.0

124.0

--

--

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: C30/37

C40/50

C50/60

1.12

1.19

1.30

36

MOEPSE EPOXYACRILATE Recommended safety factors TYPE OF CONCRETE

SAFETY FACTORS

Bichromated UNCRACKED CONCRETE Stainless

Bichromated CRACKED CONCRETE Stainless

STRENGTH REDUCTION FACTOR Pull-out failure

Steel failure

Tensile

1.80

--

Shear

--

1.25

Tensile

1.80

--

Shear

--

1.56

Tensile

2.10

1.50

Shear

--

1.25

Tensile

2.10

1.90

Shear

--

1.56

LOAD INCREASE FACTOR

1.40

7. OFFICIAL DOCUMENTATION Through 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.

• INDEXcal anchor calculation software.

• INDEXmor cartridge requirement calculation software.

37

MTP

MTP

Zinc-plated anchor

MTP-G

Sheradised anchor

MTP-A4

Anchor A4 stainless steel

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

38

hnom hef

tfix

d0

MTP

h1 dw

hmin

M8

M10

M12

M16

M20

ZINC-PLATED STEEL

AP08XXX

AP10XXX

AP12XXX

AP16XXX

AP20XXX

SHERADISED STEEL

APG08XXX

APG10XXX

APG12XXX

APG16XXX

APG20XXX

10

12

16

20

d0

Diameter of the bit

[mm]

8

Tins

Installation torque

[Nm]

20 / 15

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)

1)

INSTALLATION DATA MTP-A4 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

39

1)

Code

SIZE

Values for the MTP-G

INSTALLATION DATA MTP AND MTP-G

MTP RANGE OF SIZES

MTP Zinc-plated anchor CODE

Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix)

Installation wrench (sw)

Depth letter

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

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

40

* Sizes not approved

MTP-G Sheradised anchor

MTP RANGE OF SIZES

MTP-G Sheradised anchor CODE

Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix)

Installation wrench (sw)

Depth letter

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

CODE

Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix)

Installation wrench (sw)

Depth letter

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

41

* Sizes not approved

MTP-A4 A4 stainless steel anchor

MTP TYPICAL STRENGTHS

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: M8

M10

M12

M16

M20

ZINC-PLATED STEEL

AP08XXX

AP10XXX

AP12XXX

AP16XXX

AP20XXX

SHERADISED STEEL

APG08XXX

APG10XXX

APG12XXX

APG16XXX

APG20XXX

[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

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

1)

NR,k tensile

Values for MTP-G

SIZE

Cracked Uncracked conconcrete crete

Code

MTP AND MTP-G

MTP-A4 Cracked Uncracked conconcrete crete

SIZE

M8

M10

M12

M16

M20

NR,k tensile

[kN]

9

16

20

35

-

VR,k shear

[kN]

11.9

18.8

27.4

51.0

-

NR,k tensile

[kN]

5

9

12

25

-

VR,k shear

[kN]

12.0

18.8

27.4

57.4

-

1 kN ≈ 100 kg

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: STRENGTH REDUCTION FACTOR STEEL FAILURE

Tensile

1.50 / 1.801)

--

Shear

1.50

1.25

1.4

1)

CONCRETE FAILURE

LOAD INCREASE FACTOR Value for M8

SAFETY FACTOR

42

MTH MTH

Zinc-plated anchor

MTH-A4

A4 stainless steel anchor

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.

• Fixing of stone panelling.

• Restoration of facades.

• Fixing the substructure to the building.

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

43

hnom hef

tfix

d0

MTH

h1 dw

hmin INSTALLATION DATA

Code

SIZE ZINC-PLATED STEEL A4 STAINLESS STEEL

M6

M8

M10

M12

M14

M16

M20

AM06XXX

AM08XXX

AM10XXX

AM12XXX

AM14XXX

AM16XXX

AM20XXX

MIA406XXX MIA408XXX MIA410XXX MIA412XXX

----

MIA416XX MIA420XXX

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

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

hmin

Minimum 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

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

---

---

---

hmin

Minimum 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

---

---

---

Shallow depth

Standard depth

d0

smin

Minimum spacing

[mm]

50

65

70

85

100

110

135

cmin

Minimum distance to edge

[mm]

50

65

70

85

100

110

135

INSTALLATION PROCEDURES

44

MTH RANGE OF SIZES

MTH Zinc-plated anchor Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix) Installation wrench (sw)

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

45

Depth letter

* Sizes not approved

CODE

MTH RANGE OF SIZES

MTH Zinc-plated anchor CODE

Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix) Installation wrench (sw)

Depth letter

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

RANGE OF SIZES

MTH-A4 A4 stainless steel anchor Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix) Installation wrench (sw)

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

46

Depth letter

* Sizes not approved

CODE

MTH RANGE OF SIZES

MTH-A4 A4 stainless steel anchor Size x Length

Diameter of the bit (do)

Max. thickness to fix (tfix) Installation wrench (sw)

Depth letter

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

* Sizes not approved

CODE

TYPICAL STRENGTHS

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:

Standard depth

Code

Shallow depth

Zinc-Plated / Galvanised

SIZE

Standard depth Shallow depth

M8

M10

M12

M14

M16

M20

AH06XXX

AH08XXX

AH10XXX

AH12XXX

AH14XXX

AH16XXX

AH20XXX

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

NR,k tensile

[kN]

---

9.0

12.0

16.0

---

---

--

VR,k shear

[kN]

---

10.4

13.7

17.8

---

---

--

Code A4 stainless steel

M6

MIA406XXX MIA408XXX MIA410XXX MIA412XXX

---

MIA416XXX MIA420XXX

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

NR,k tensile

[kN]

---

9.0

12.0

16.0

---

---

--

VR,k shear

[kN]

---

10.4

13.7

17.8

---

---

--

1 kN ≈ 100 kg

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: STRENGTH REDUCTION FACTOR

SAFETY FACTOR

CONCRETE FAILURE

STEEL FAILURE

Zinc-Plated / Galvanised Steel

Tensile

1.80

1.40

Shear

1.50

1.25

A4 Stainless steel

Tensile

1.80

1.68

Shear

1.50

1.52 47

LOAD INCREASE FACTOR

1.4

AV

Point-supported metal anchor for installation with chemical anchor

AVR

A2 stainless steel threaded anchor

AVC

A2 Stainless steel ribbed anchor

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.

• Restoration of facades.

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

48

L rod

AV

4

L sleeve

AVC

A2 Stainless steel ribbed anchor INSTALLATION DATA Ø x L rod

Ø x L bolt

Ø drill hole x depth

Ø x L sleeve

AVC08120

8 x 120

5 x 60

12 x 55 15 x 90

12 x 50 15 x 85

AVC08150

8 x 150

5 x 60

12 x 55 15 x 90

12 x 50 15 x 85

10 x 120

5 x 60

15 x 85

15 x 85 15 x 85 15 x 130

AVC10120

Rod type

Ribbed

AVC10150

10 x 150

5 x 60

15 x 85 15 x 130

AVC10180

10 x 180

5 x 60

15 x 85 15 x 130

15 x 85 15 x 130

Chemical mortar

MOPOLY MOPOSE

Measurements in mm

Anchor Code

AVR

A2 stainless steel threaded anchor INSTALLATION DATA Anchor Code

M x L rod

Ø x L bolt

Ø drill hole x depth

Ø x L sleeve

AVR08120

M8 x 120

5 x 60

12 x 50 15 x 85

12 x 50 15 x 85

AVR08150

M8 x 150

5 x 60

12 x 55 15 x 90

12 x 50 15 x 85

M10 x 120

5 x 60

15 x 85

15 x 85 15 x 85 15 x 130 15 x 85 15 x 130

AVR10120

Rod type

Threaded

AVR10150

M10 x 150

5 x 60

15 x 85 15 x 130

AVR10180

M10 x 180

5 x 60

15 x 85 15 x 130

49

Chemical mortar

MOPOLY MOPOSE

Measurements in mm

60

Ø rod

Ø sleeve

Ø bolt

AV STRENGTHS The 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.

L

Allowable loads for facade anchoring 140

X load for = 1.5 mm (kg)

120 100 80 60 40 20

E

0 30

X: Lever arm of the anchor.

E: thickness of the panel being fixed. E>30 mm.

L: length of the anchor.

35

40

45

50

55

60

65

70

75

80

85

90

95 100

lever arm X (mm) M8

Ribbed 8

M10

Ribbed 10

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

50

T- NUX E Hex head

TNUX

T-NUX E A4

A4 Stainless Steel. Hex head

T-NUX A

Countersunk head

T-NUX A A4

A4 Stainless Steel. Countersunk head

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.

• Fixing of stone panelling.

• Restoration of facades.

• Fixing the substructure to the building.

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

• Aerated concrete.

• Solid bricks.

• Hollow bricks.

EXAMPLES OF USES

51

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.

TNUX INSTALLATION DATA tfix [mm]

do [mm]

h1 [mm]

h* [mm]

CODE

Plug size dnom x lt

Screw size dv x lv

TNUXA08080 TNXA408080 TNUXE08080 TNXE408080

8 x 80

6 x 85

TNUXA08100 TNXA408100 TNUXE08100 TNXE408100

8 x 100

6 x 105

TNUXA08120 TNXA408120 TNUXE08120 TNXE408120

8 x 120

6 x 125

50

TNUXA10080 TNXA410080 TNUXE10080 TNXE410080

10 x 80

7 x 85

10

TNUXA10100 TNXA410100 TNUXE10100 TNXE410100

10 x 100

7 x 105

30

45

TNUXA10120 TNXA410120 TNUXE10120 TNXE410120

10 x 120

7 x 125

50

65

TNUXA10140 TNXA410140 TNUXE10140 TNXE410140

10 x 140

7 x 145

70

85

TNUXA10160 TNXA410160 TNUXE10160 TNXE410160

10 x 160

7 x 165

90

105

TNUXA10200 TNXA410200 TNUXE10200 TNXE410200

10 x 200

7 x 205

130

145

TNUXA10230 TNXA410230 TNUXE10230 TNXE410230

10 x 230

7 x 235

160

175

10

8

hef [mm]

df [mm]

T

70

70

9

T30

70

70

11

T40

25

90

30

10

hnom [mm]

45

65

90

25

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

hnom lt lv

hnom

lv

52

df

tfix

d0

dnom

df

hnom, red

dnom

tfix

dnom

h1

h*= hnom, red + tfix tfix

h1

df

hmin

TNUX INSTALLATION IN SOLID MATERIALS

1. Drill the hole

2. Clean the drill hole with a brush and blower

3. Put the fixture in place and install the anchor

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

5. Turn the screw

6. Make sure that the fixing has been properly installed

IN HOLLOW BRICKS

1. Drill the hole

2. Clean the drill hole with a brush and blower

3. Put the fixture in place and install the anchor

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

5. Turn the screw

6. Make sure that the fixing has been properly installed

IN CONCRETE BLOCKS

1. Base material temperature

2. Clean the drill hole with a brush and blower

3. Put the fixture in place and install the anchor

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

5. Turn the screw

6. Make sure that the fixing has been properly installed

53

TNUX BASE MATERIALS Drilling method

Density [kg/dm3]

Minimum compressive strength fb [N/mm2]

Strength

Rotary+hammer

---

≥ 16

Solid brick

Type “A” Solid brick 110x60x240 “Danesi”

Rotary+hammer

1.7

39.0

Solid brick

Type “B” Solid brick 250x120x550 “Terreal Italia”

Rotary+hammer

1.7

27.0

Solid brick

Type “E” Fior di tufo 370x370x110 “Cave riunite”

Rotary+hammer

2.4

7.5

Hollow brick

Type “C” Doppio doppio UNI 120x245x250 “Danesi”

Rotary

0.9

13.0

Hollow brick

Type “D” Perforated 120x250x250 “Wienerberger”

Rotary

0.6

2.0

Material

Description

Uncracked

Figure

V

N

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: STRENGTHS Material

Description

Uncracked

Strength ≥16 N/ mm2

Solid brick

Type “A”

Solid brick

Type “B”

Solid brick

Type “E”

Hollow brick

Type “C”

Hollow brick

Type “D”

Figure

Typical strength Tensile

NR,k tensile

Shear

Vr,k

Tensile

NR,k tensile

Shear

Vr,k

Tensile

NR,k tensile

Shear

Vr,k

Tensile

NR,k tensile

Shear

Vr,k

Tensile

NR,k tensile

Shear

Vr,k

Tensile

NR,k tensile

Shear

Vr,k

54

Ø8

Ø 10 Stainless steel

Zn

3.5 5.6

Stainless steel

Zn

4.5 7.9

7.7

10.8

Safety factor

1.8

3.0

2.0

2.5

4.0

5.0

2.5

---

0.3

2.5

---

0.3

2.5

0.3

---

2.5

TNUX TYPICAL MINIMUM 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]

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

TNUX Ø8

TNUX Ø10

140

TYPICAL DISTANCES ESSENTIAL FOR SOLID BRICK FIXINGS Dimensions and minimum distances, Type “A” brick Parameter / size Isolated anchor Group of anchors

hmin

Minimum thickness of the base material

[mm]

110

cmin

Minimum distance to edge

[mm]

120

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 Isolated anchor Group of anchors

hmin

Minimum thickness of the base material

[mm]

120

cmin

Minimum distance to edge

[mm]

125

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 “E” brick Isolated anchor Group of anchors

hmin

Minimum thickness of the base material

[mm]

370

cmin

Minimum distance to edge

[mm]

185

s1,min

Perpendicular distance to free edge

[mm]

370

s2,min

Parallel distance to free edge

[mm]

740

cmin

Minimum distance to edge

[mm]

185

TYPICAL DISTANCES ESSENTIAL FOR HOLLOW BRICK FIXINGS Dimensions and minimum distances, Type “C” brick Parameter / size Isolated anchor Group of anchors

TNUX Ø8

TNUX Ø10

hmin

Minimum thickness of the base material

[mm]

-

120

cmin

Minimum distance to edge

[mm]

-

125

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 Isolated anchor Group of anchors

hmin

Minimum thickness of the base material

[mm]

120

-

cmin

Minimum distance to edge

[mm]

125

-

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

-

55

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