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HAZ METALFIXING SYSTEMS

Product CatalogueHAZ-NFS / 1008

Natural Stone Fixing SystemsProduct Catalogue

Your Fixing Systems Specialist

Contents

1

3

5

911

1315

1719

2123

2528

31

32

34

39

Company Profile

System Overview

HZ Z Anchors IntroductionTechnical Details:

AXO Body Anchors IntroductionTechnical Details:

HA L Anchors IntroductionTechnical Details:

HSD Mortar Anchors IntroductionTechnical Details:

HDM Heavy Duty Mortar Anchors IntroductionTechnical Details:

HMP Channel Systems IntroductionTechnical Details:

HCA Corner Anchors technical details:

HAA Adjustable Arm technical details:

Technical Information Form

7

HB Expansion bolts technical details:

Heavy duty & Aluminium channel system introduction:

37References

35

Haz Metal Sanayi ve Ticaret A.Ş. All rights reserved. January 2008.

Company Profile

1

Haz Metal FactoryIntroductionHaz Metal is located in Iskenderun, in the

south of Turkey, based in an area of

17.000m2 . The company provides services

in the design and production of stainless

steel fixing systems for natural stone

installation and a variety of producs used

in construction. The company mission

statement is to assist and advise its clients

in choosing the most suitable fixing systems

for their requirements and to provide them

with quality production and supply of the

required materials. Haz Metal has dedicated

itself to supplying its clients with easy to use,

secure and economic fixing systems. This

principle has been developed in the

company through the work experience

and the quality standards of the

founder company, Haz Marble. Haz

Marble isone of the leading installation

companies with worldwide experience since

1978 of more than 5.000.000 m2 of internal

and external natural stone installation.

Along with this principle, Haz Metal has

organized a technical department to

design and produce fixing systems

inaccordance with international

standards.The innovative design and

production techniques offer practical and

economic solutions to solve every possible

problem within the scope of natural

stone installation. As a supplier of fixing

systems to major projects around the

world, Haz Metal has proven its quality and

reliability toits clients. The company enjoys

serving the sector and works hard to

constantly improve and develop its

services.

Product RangeHaz Metal produces a wide range of

products used for natural stone façade

installation. A variety of sizes from each type

is available in stainless steel grade EN

1.4301 (AISI 304) & EN 1.4401 (AISI

316). An anchor set with its set commpo-

nents is designed and calculated to

support loads at variousprojection sizes.

Product types and dimensions are deter-

mined considering specifications such as

the type and size of the stone, projection

size, the height of the building, wind load,

seismic load and all other important techni-

cal details that effect the fixing system.The

design and structural calculations of the

fixing systems are prepared in the

company techincal department. Specialde-

signs are made for projectrequirements.

Technical design, structural calculations

and productionmethods applied in Haz

Metal complywith BS, DIN and ASTM

standards.

Company Profile

2

Production CapacityWith approximately 10.000 m2 area

ofproduction halls, Haz Metal is equipped-

with more than 100 work stations and

has a monthly production capacity of

more than 300 tons. The company has its

own workshop where moulds and mac-

hine parts are produced. This enables

fast and flexible production to supply

projects of any size.

Quality StandardsHaz Metal implements DIN, BS and ASTM

standards in the design andproduction

of fixing systems. Productionis strictly

controlled within the tolerancesof these

standards. All products aredesigned and

produced by its personnel,applying the

latest production methodswith modern

machinery. Our Quality con-trol team,

under the supervision of a mechani-

cal engineer, is selected fromlong serving

and experienced foremen.All products are

checked during eachproduction step and

are compared withproduction drawings

and specifications.The company is

strictly bound to theconcept of ISO

9001:2000 and “TotalQuality Manage-

ment”. The applicationof this manage-

ment system ismaintained and is a

part of day to day operations.

Technical Know-HowHaz Metal’s technical staff, with more-

than 10 years experience, has an

outstanding technical knowledge in the

field of stainless steel production.

Cutting,drilling, bending, chamhering,

tabbing rolling, theading and especially,

the welding of stainless steel, is carried

out in the highest professional manner.

The work stations, such as eccentric

presses, threading machines, Hydromat,

bolt makers and channel rolling

machines are the highest standard

machinery available in the market.

Technical SupportHaz Metal provides services in the

design of fixing systems and preparation

of structural calculations. This service is

done in the company technical depart-

ment using CAD software and SAP

engineering programs. The technical

department receives the necessary

technical information of the project in

order to propose the most suitable,

secure, easy to use and economic fixing

systems in accordance with the project

criteria.

Haz Metal Production

• Fixing Systems production hall • Work shop

• Slitting line • Channel production hall.

• Hydromat • Bending machine.

• Eccentric presses • Roll former machine

• Automatic part former • Cutting machine

Natural Stone Fixing Systems Overview

:

Fixing systems accommodate all types of backing walls

whether they are concrete walls, block work & masonry

walls or steel structures.

The following points need to be taken into consideration

when designing a fixing system for natural stone installa-

tion.

• Stone dimensions.

• Cavity structure; projection size and isolation.

• Application type; horizontal or vertical joint installation.

• Joint size.

• Structural wall backing.

• Height of facade.

• Relevant dynamic loads such as wind and sesimic loads.

• Design criteria of the project.

Haz Metal proposes and specially designs fixing systems

according to each projects requirements.

Direct fixing to concrete

walls:

Fixing to concrete with bolt

anchors using expansion

bolts.

Direct fixing to masonry

walls:

Fixing to concrete with

mortar anchors using mortar.

Indirect fixing on to load

bearing beams:

Fixing to sub channel structure

supported on to load bearing-

beams.

HZ Z Anchor Fixing System

AXO Body Anchor Fixing

HA L Anchor Fixing System

HSD Mortar Anchor Fixing System

HMP Sub channel system

• Fixing to concrete with bolts.

• Projection sizes up to 135mm.

• Recommended for loads up to 800

N.

• Installation at horizontal and vertical

joints.

•


• Projection sizes up to 260mm.

• Recommended for loads up to 1300

N.

• Optimum static perfomance.

• Three dimensional adjustability.


• Can be used for 50 mm and larger

stone thicknesses.

• Various types to enable adjustabil-

ity.

• Installation at horizontal joints only.

• Fixing to masonry with mortar.

• Various types to fit a range of loads

and projection sizes.

• Installation at horizontal and vertical

joints.

• Three dimensional adjustability.

• Fixing to sub channel structure

which is supported on to load

bearing beams.

• High load bearing capability to fit

projection sizes up to 360 mm.

Greater projection sizes are

achieved with special design.

• Fully adjustable and allows fast

installation.

3

Natural Stone Fixing Systems Overview

:

Haz Metal is known as a high quality and reliable source for the design and supply of fixing systems in the construction indus-

try. Major projects have been successfully supplied with Haz Metal fixing systems. The main advantage of Haz Metal is the

ability to custom design fixing systems and provide fast production to meet the time restraints of the projects. The design and

supply is made in accordance with international standards and most of all with the expectations of our clients.

4

• HZ02 Anchors used to install slabs on to concrete walls. • Special HMPA sub channel construction.

• AXO1 Anchors used to install slabs on to blockwork walls. • Special HMPC sub channel construction.

• HMPC-HC1 system used to install slabs onto isolated walls. • ATS sub channel system to install slabs below windows.

HZ Z Anchor Fixing SystemsIntroduction

5

Load Bearing &Restraint

• Direct fixing in to concrete walls with expansion bolts. Indirect fixing on to sub channel system with hex bolts.

• Three dimensional adjustability - Quick and easy fixing.

• Installation at horizontal and vertical joints.

• Recommended projection sizes up to 135 mm & loads up to 800 N.

HZ01Z Anchor

HZ02Z Anchor

HZ05 Z AnchorWith rivited nut

HRS1Restraint anchor

Three dimensional adjustability

± 10

mm

±15mm15° 15°

Installation at horizontal joints Installation at vertical joints

Fdw/2 Fdw/2

Restraint Load Bearing

Fdw/1 Fdw/1

• Suitable for concrete walls. Anchors are fixed directly on to concrete walls with expansion bolts.

• Recommended projection size between 45 mm to 135 mm and loads up to 800 N.

• In horizontal joint installation slabs are pinned on the bottom and upper sides. Anchors act as load bearing carrying half

the weight of the slabs above. Anchors also act as restraints, holding the slabs below and restraining against wind suction

and pressure.

• In vertical joint installation slabs are pinned at the left and right sides. Anchors on the bottom are load-bearing anchors

carrying the whole weight of the slab. Half the weight of the slab on the left and half the weight of the slab on the right.

Anchors on the top are restraint anchors holding the slabs and restraining against wind suction and pressure.

• Three - dimensional adjustability allows quick and easy installation.

• The design and structural calculations of these anchors are made in our technical department. Special design

and manufacturing can be made for the requirements of each project.

HZ07Soffit Anchor

HZ08 Z AnchorFor large projections

1) Vertical adjustment is

enabled through the slot

hole. The anchor is

fixed on to the bolt with

the serrated washer at

the desired level.

2) Adjusting the projec-

tion size is enabled by

rotating the adjustable

arm.The adjustable arm

is locked with the

hex.nut.

3) Adjusting the anchor

left and right is enabled

by sliding the body 15

degrees side-ways.

HZ Z Anchor Fixing SystemsInstallation detail

Installation at horizontal joints

Installation at vertical joints

6

Section a-aElevation view

TA

TB

TA

TB

TC

TC

Installation details

Restraint

Load Bearing& Restraint

Load Bearing

a

a

TD

TE

TD

TE

TD TD TD

TE TE TE

TA

TB

TB

TB

TB

TA

TB

TB

TB

TB

TC TC

Restraint

Load Bearing

Load Bearing &

Restraint

a

a

TB

Fdw/2 Fdw/2



In this instance the dead load of the slab

is divided by two, as half the weight of the

slab is transferred to the load bearing

anchors.

Fdw/1 Fdw/1


Restraint

Load

Bearing

In this instance the dead load of the

slab is divided by one, as the whole

weight of the slab is transferred to the

load bearing anchors.

HZ02 Z Anchor

TA TA TA TA TA TA TA

TB TB TB TB TB TB TB

TC TC TC TC TC TC TC

TD TD TD

TD TD TD

TD TD TD

TD TD TD

TE TE TE

TE TE TE

TE TE TE

TE TE TE

Through boltAnchor bodySerrated washerRound washerHex nut for through bolt Hex nut for adjustable arm

1

2

3

4

5

6

7 Adjustable armPlastic tube8

9 Flanged pin

Adjustable armvariations.

Shape A

Shape C

Shape E

Shape F

Shape H

Shape J

Shape K

HZ02 Z Anchor

HRS1 RestraintAnchor

Isolation

Wall

Anchor set

Stone slab




HZ02 Z AnchorTechnical Details

7

Shape BShape AProduct Code Description

HZ02 - 45 2 A

Shape

Load Capacity (x10 Kg)

Projection (K mm)

Type

• Other sizes are available for production upon request. • Bolts are provided separately.

E.b.

TFws/Fwp

M

Ø

F

EAL

Cement Grout

Plastic Tube

Load Bearing

Restraining

St

K

Fdw

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Table below is prepared according to DIN 18516 standard.

Drilled hole may berequired for closelyspaced walls.

St=20-50 mm

For anchoring intoconcrete ≥ B 25

Shape C Shape D

K (mm) K - (mm) K + (mm) F dw (N) F (mm) F wp (N) F ws (N) E .b. (mm) Ø (mm) M (mm) T (mm) T (mm)

HZ02-452 45 40 60 10 50

HZ02-552 55 50 70 20 60

HZ02-752 75 60 90 40 70

HZ02-952 95 80 110 60 70

HZ02-553 55 50 70 20 60

HZ02-753 75 60 90 40 70

HZ02-953 95 80 110 60 70

HZ02-1153 115 100 130 80 70

HZ02-554 55 45 70 10 60

HZ02-754 75 60 90 20 70

HZ02-954 95 80 110 40 80

HZ02-1154 115 100 130 60 80

HZ02-755 75 60 90 20 70

HZ02-955 95 80 110 40 80

HZ02-1155 115 100 130 60 80

HZ02-1355 135 120 150 80 80

HZ02-756 75 60 90 20 70

HZ02-956 95 80 110 40 80

HZ02-1156 115 100 130 60 80

HZ02-1356 135 120 150 80 80

HZ02-758 75 60 90 20 70

HZ02-958 95 80 110 40 80

HZ02-1158 115 100 130 60 80

HZ02-1358 135 120 150 80 80

5,5

3,5

4

4

5,5

M10

M10

M12

M12

6

5

5

5

6

M14

M8x80

M8x80

M8x80

M10x90

M10x90

546

468 328

624 437

M14

W ind

S uction

1235 865

400

500

600

800

936 655

780

M8x80

Adj arm

flat. thick.

Adj arm

lengthOffset

300

200 312 219 5 3,5

Min.

P rojec-

tion

Max.

P rojec-

tion

W ind

pressure

Produc t

code

P rojec-

tion

Dead

Load

T echnical details

B olt s izeP in

diameter

Adj arm

metric

HZ02 Z Anchor: The HZ02 Z anchor is a load bearing anchor. With its bent angle support to the wall it has a higher load

capacitythan the HZ01 Z anchor. It can be used to install heavier loads at larger projection sizes at horizontal and

verticaljoints. The HZ02 Z anchor is the most commonly used Z anchor.

HZ Z AnchorsTechnical details

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).

• Technical details are prepared according to DIN 18516 standard.• Other sizes are available for production upon request.

• Bolts are provided separately.

8

HZ01 Z Anchor

HZ05 Z Anchor-with riveted nut

HZ07 Soffit anchor

HRS1 Restraint Anchor


HZ01-452 45 40 60 10 50HZ01-552 55 50 70 20 60HZ01-752 75 60 90 40 70HZ01-952 95 80 110 60 70

HZ01-553 55 50 70 20 60HZ01-753 75 60 90 40 70HZ01-953 95 80 110 60 70HZ01-1153 115 100 130 80 70

HZ01-554 55 50 70 10 60HZ01-754 75 60 90 20 70HZ01-954 95 80 110 40 80HZ01-1154 115 100 130 60 80HZ01-755 75 60 90 20 70HZ01-955 95 80 110 40 80HZ01-1155 115 100 130 60 80HZ01-1355 135 120 150 80 80

Pin dia-

meter

M8x80

M8x80328

500

Offset

Min.

Projec-

tion

Max.

Projec-

tion

P roduct

code

Projec-

tion

Dead

Load

300

T echnical details

Bolt

size

Adj arm

length

200 312 219 5 3,5

W ind

S uction

400

M8x80780

Adj arm

flat.

thick.

Adj arm

metric

5

5

5546

468

W ind

pres-

sure

4

M10

M10

M12

M12

624 437

3,5

4M8x80


HZ05-452 45 43 60 10 50

HZ05-552 55 53 70 20 60

HZ05-752 75 63 90 40 70

HZ05-952 95 80 110 60 70

HZ05-553 55 53 70 20 60

HZ05-753 75 60 90 40 70

HZ05-953 95 80 110 60 70

HZ05-1153 115 100 130 80 70

HZ05-554 55 53 70 10 60

HZ05-754 75 60 90 20 70

HZ05-954 95 80 110 40 80

HZ05-1154 115 100 130 60 80

HZ05-755 75 60 90 20 70

HZ05-955 95 80 110 40 80

HZ05-1155 115 100 130 60 80

HZ05-1355 135 120 150 80 80

3,5

4

4

5

5

M8x80

M8x80

M8x80

M8x80

M10

M10

M12

M125546

468 328

624 437

780

Adj arm

flat.

thick.

Adj arm

length

T echnical details

200 312 219 5 3,5

W ind

S uc-tionBolt size

Pin dia-

meter

Adj arm

metricOffset

Min.

Projec-

tion

Max.

Projec-

tion

W ind

pres-

sure

P roduct

code

Projec-

tion

Dead

Load

300

400

500


HZ07-452 45 43 60 10 50HZ07-552 55 53 70 20 60HZ07-752 75 63 90 40 70HZ07-952 95 80 110 60 70

HZ07-554 55 53 70 20 60

HZ07-754 75 60 90 40 70

HZ07-954 95 80 110 60 80

HZ07-1154 115 100 130 80 80

P roduct

code

Projec-

tion

Dead

Load

400

Pin dia-

meter

Adj arm

metricOffset

Min.

Projec-

tion

Max.

Projec-

tion

W ind

pres-

sure

Adj arm

flat.

thick.

Adj arm

length

T echnical details

200 312 219 5 3,5

W ind

S uc-tionBolt size

4624 437

M8x80

M8x80

M10

M125

K (mm) K - (mm) K + (mm) F (mm) F wp (N) F ws (N) E .b. (mm) Ø (mm) M (mm) T (mm) T (mm)

HRS 1-45 45 43 60 10 50

HRS 1-55 55 53 70 20 60

HRS 1-75 75 63 90 40 70

HRS 1-95 95 80 110 60 70

HRS 1-115 115 100 130 60 90

HRS 1-135 135 115 150 60 110

219 M8x80

Adj arm

length

T echnical details

W ind S uc

tionBolt size

Pin dia-

meter

Adj arm

metricOffset

Min.

Projec-

tion

Max.

Projec-

tion

W ind

pres-sure

P roduct

code

Projec-

tion

Adj arm

flat. thick.

5 M8 3312

Three dimensional adjustability;

AXO2Body anchor

AXO1Body anchor

AXO3Body anchor

AXO4Body anchor

Installation at horizontal joints: Installation at vertical joints;

– 15 mm

± 1

1 m

m


HRS3Restraint anchor

• Direct fixing in to concrete walls with expansion bolts. Indirect fixing on to sub channel systems with hex bolts.

• Three dimensional adjustability - Quick and easy fixing.

• Installation at horizontal and vertical joints.

• Optimum static performance and low engineering for higher loads and larger projection sizes.

• Recommended projection sizes up to 260 mm and loads up to 1300 N.

Fdw/2 Fdw/2 Fdw/1 Fdw/1

Restraint Load Bearing

AXO Body Anchor Fixing SystemsIntroduction

9

1) Vertical adjustment is enabled through

the body space. The anchor is fixed onto the

bolt through the wedge washer and the lock

washer at the desired level.

2) Adjusting the projection size by simply moving

the adjustable arm without rotating. The adjust-

ablearm is safely fixed to the anchor body with

3) Adjusting the anchor left and right

by sliding the body 15 degrees left or

right.

• Suitable for concrete walls. Anchors are fixed on to concrete walls with expansion bolts.

• Projection sizes between 60 and 260 mm and loads up to 1300 N.

• In horizontal installation, slabs are pinned on the bottom and upper sides. The anchors act as load bearing, carrying half

the weight of the slabs above. Anchors also act as restraint holding the slabs below and restraining against wind suction

and pressure.

• In vertical installation, slabs are pinned at the left and right sides. The anchors on the bottom are load-bearing anchors

carryingthe whole weight of the slab. Half the weight of the slab on the left and half the weight of the slab on the right. The

anchors on the top are restraint anchors holding the slabs and restraining against wind suction and pressure.

• Three dimensional adjustability allows quick and easy installation.

• The design and structural calculations of these anchors are made in our technical department. Special designand manu-

facturing can be made for the requirements of the project.

Fdw/2 Fdw/2

Installation at horizontal joints;


AXO Body Anchor Fixing SystemsInstallation details

10



Fdw/1 Fdw/1

Installation at vertical joints;

Restraint

Load

Bearing

In this instance the dead load of the slab is

divided by two, as half the weight of the


anchors.





TA

TB

TC

TB

TC

Restraint


Load Bearing

a

a

TA

TD

TE

TB

a

a

Restraint


Load Bearing

TD

TE

Section a-aElevation view Installation details

AX04 Body

Anchor

HRS3 Restraint

Anchor

AX04 Body

Anchor

TA TA TA TA TA TA TA





TC TC TC TC TC TC TC

TD TD TD

TE TE TE

TA

TB

TB

TB

TB

TA

TB

TB

TB

TB

TC TC

TD TD TD

TD TD TD

TD TD TD

TD TD TD

TE TE TE

TE TE TE

TE TE TE

TE TE TE

Through boltWedge washerAnchor bodyLock washerRound washer for through boltHex nut for through bolt

1

2

3

4

5

6

7 Locking plate Hex bolt8

9 Adjustable arm

Adjustable armvariations.

Shape A

Shape C

Shape E

Shape F

Shape H

Shape J

Shape K11 Flanged pin10 Plastic tube

Isolation

Wall

Anchor set

Stone slab

AXO4 Body AnchorTechnical Details

11

Product Code Description

AXO4 - 160 5 A

Shape


Projection (K mm)

Type

Shape BShape A

Cement Grout

Plastic Tube

Load Bearing

Restraint

Fws/FwpM

EAL

F

E.b.

Ø

Fdw

K

St St=20-50 mm

T


x


Shape C Shape D

• Other sizes are available for production upon request.


K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E .b. (mm) Ø (mm) M (mm) T (mm) T (mm) X (mm)

AXO4-1605 160 140 180 115

AXO4-1805 180 160 200 135

AXO4-2005 200 180 220 155

AXO4-2205 220 200 240 175

AXO4-2405 240 220 260 195

AXO4-2605 260 240 280 215

AXO4-1609 160 140 180 115

AXO4-1809 180 160 200 135

AXO4-2009 200 180 220 155

AXO4-2209 220 200 240 175

AXO4-2409 240 220 260 195

AXO4-2609 260 240 280 215

AXO4-16013 160 140 180 115

AXO4-18013 180 160 200 135

AXO4-20013 200 180 220 155

AXO4-22013 220 200 240 175

AXO4-24013 240 220 260 195

AXO4-26013 260 240 280 215

Dead

LoadOffset

W ind

pressure

W ind

S uctionB olt s ize

x

s ize

P in

diameter

Adj arm

metric

Adj arm

flat. thick.

Adj arm

length

Produc t

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

M12 4 100

75900 1430 1000 M10x130

500 780 546 M8x120 75

6 M14 5,5 100

5

806 M16 6 1001300 2028 1419 M12x145

AXO4 Body Anchor; The AXO4 Body anchor is a load bearing anchor and is adjustable in three dimensions. The AXO4

anchor is a secure and economic method of installing heavy slabs at large projection sizes at horizontal and vertical

joints. This anchor carries loads up to 1300 N at projection sizes up to 260 mm. The projection size is easily regulated

by moving the adjustable arm without rotating. The adjustable arm is securely fixed to the anchor body through the hex

bolt and lock nut.

AXO Body AnchorsTechnical details


• Technical details are prepared according to DIN 18516 standard.• Other sizes are available for production upon request.


BA Body Anchor

AXO1 & 2 Body Anchor

AXO3 Body Anchor

HRS3 Restraint Anchor

K (mm) K - (mm) K + (mm) F dw (N) F (mm) F wp (N) F ws (N) E .b. (mm) Ø (mm) M (mm) T (mm) T (mm) X (mm)

BA-609 BODY 1 60 48 72 900 28 1100 770 60

BA-858 BODY 2 85 67 103 800 46 700 700 75

BA-1207 BODY 3 120 95 145 700 75 650 650 85

BA-1607 BODY 4 160 135 185 700 115 600 600 85

x

s ize

T echnical details

505 M12 4M8x80

P in dia-

meter

Adj

arm

metric

Adj.arm

flat.

thick.

Adj

arm

length

Produc t

codeP rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

Dead

LoadOff set

W ind

pres -

sure

W ind

S uc-

tion

B olt

s ize


AXO1-705 70 50 90 20M8x80

AXO1-1105 110 90 130 60

AXO1-7013 70 50 90 20

AXO1-11013 110 90 130 60

AXO2-1505 150 130 170 500 100 780 546 M8x80 5 M12 4

AXO2-15013 150 130 170 1300 100 2028 1419 M10x90 6 M16 685

50

50

50

Adj.arm

flat.

thick.

6

M12

M16

Adj

arm

metric

85

85

500

1300

780

2028

4

6

Adj

arm

length

Produc t

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

Dead

LoadOff set

x

s ize

W ind

pres -

sure

1419

W ind

S uc-

tion

B olt

s ize

5546

P in dia-

meter


AXO3-2005 200 180 220 155

AXO3-2205 220 200 240 175

AXO3-2405 240 220 260 195

AXO3-2605 260 240 280 215

AXO3-2009 200 180 220 155

AXO3-2209 220 200 240 175

AXO3-2409 240 220 260 195

AXO3-2609 260 240 280 215

AXO3-20013 200 180 220 155

AXO3-22013 220 200 240 175

AXO3-24013 240 220 260 195

AXO3-26013 260 240 280 215

Produc t

code

T echnical details

P roject

ion

Min.

P rojec-

tion

Max.

P rojec-

tion

Dead

LoadOff set

W ind

pres -

sure

75M12

P in dia-

meter

Adj

arm

metric

B olt

s ize

Adj

arm

length

1430 1000

2028 1419

W ind

S uc-

tion

x

s ize

M8x120 5 804

M10x130

M12x145

6

6

Adj.arm

flat.thic

k.

500

900

1300

780 546

75

80

M14

M16

80

80

5,5

6

K (mm) K - (mm) K + (mm) F (mm) F wp (N) F ws (N) E .b. (mm) Ø (mm) M (mm) T (mm) T (mm) X (mm)

HRS 03-6020 60 40 80 65

HRS 03-8020 80 60 100 85

HRS 03-10020 100 80 120 100

HRS 03-12020 120 100 140 120

HRS 03-14020 140 120 160 140

HRS 03-16020 160 140 180 160

HRS 03-18020 180 160 200 170

HRS 03-20020 200 180 220 190

HRS 03-22020 220 200 240 210

HRS 03-24020 240 220 260 220

HRS 03-26020 260 240 280 240

40

50

M8 3 302028 1419 M8x80 5

W ind

pres -

sure

W ind

S uc-

tion

B olt

s ize

P in dia-

meter

25

32

Adj arm

metric

Adj arm

flat.

thick.

Adj arm

length

x

s ize

Produc t

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

Offset

12

M10x90

• Direct fixing in to concrete walls with expansion bolts. Indirect fixing on to sub channel system with hex bolts.• Economic & Easy fixing.• Installation at horizontal joints.• Adjustability enabled through adjustable plates and slot pin holes.

• Suitable for concrete walls.

Recommended projection sizes up to

55 mm.

• Slabs are pinned at the bottom and

upper sides.

• Adjustability for projection size can be

done by inserting shims between the

anchor and the wall.

• Anchors act as load bearing and

restraint, carrying the slabs above and

restraining the slabs below.

Adjustability:

HA01 L Anchor HA02 L AnchorDouble pi

HA03 L AnchorWith Kerf

HA04 L AnchorWith Adjustable plate

HA05 L AnchorWith Adj. Plate& Welded Tie

HA01 L Anchors HA03 L Anchors HA04 L Anchors

15 mm



55 mm.

• Slabs have slits and the kerf parts of the

anchors are inserted in to the slit edges

of the slabs.

• Adjustability for projection size can be

done by inserting shims between the

anchor and the wall.






180 mm.

• Slabs are pinned from the bottom and

upper sides.

• Adjustability of the projection size is

enabled with the adjustable plate, which

is fixed to the body with hex bolts.





Adjusting projec-tion with shims

Fdw/2 Fdw/2

HA L Anchor Fixing SystemsIntroduction

13

Installation at horizontal joints:

1. Vertical adjustment is made

through the slot hole. The

anchor is fixed on to the bolt

with the serrated washer and

nut.

2. A slot pin hole can be

provided to enable lateral adjust-

ment of the pin.

3. Greater projection sizes can be

achieved by using shims. Shims are

placed at the back of the anchor.

4. An adjustment plate is available in

HA04 &HA05 type L anchors where

adjustment of the projection size can be

made.



Fdw/2 Fdw/2



In this instance the dead load of the slab

is divided by two, as half the weight of the


anchors.

HA L Anchor Fixing SystemsInstallation detail

14

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

HA01 L Anchor

HA04 L Anchor



Through boltAnchor bodySerrated washerRound washer for through boltHex nut for through boltPlastic tube

1234567 Flanged pin

Isolation

Wall

Anchor set

Stone slab

HA01 L AnchorTechnical Details

15


HA01 - 30 1 A

Shape

Load Capacity (X10 Kg)

Projection (K mm)

Type

HA01 L Anchor;

The HA01 L anchor is a load bearing anchor that is used to install slabs at horizontal joints at small projection sizes.

Adjustability of L anchors in enabled with the use of shims that are provided separately according to preference.

Shape CShape BShape A


Fws/Fwp

Ø

L

Cement Grout

Plastic Tube

Load Bearing

Restraining

E.b.

T

St St > 20mm

Fdw

K




K (mm) F dw (N) F wp (N) F ws (N) E .b. (mm) Ø (mm) L (mm) t (mm)

HA01-301 30 36

HA01-351 35 41

HA01-401 40 46

HA01-451 45 51

HA01-501 50 56

HA01-551 55 61

HA01-302 30 38

HA01-352 35 43

HA01-402 40 48

HA01-452 45 53

HA01-502 50 58

HA01-552 55 63

HA01-303 30 38

HA01-353 35 43

HA01-403 40 48

HA01-453 45 53

HA01-503 50 58

HA01-553 55 63

HA01-304 30 38 3

HA01-354 35 43

HA01-404 40 48

HA01-454 45 53

HA01-504 50 58

HA01-554 55 63

100 156 110 4

W ind S uction

4

3

4

3

4

4

5

5

Anchor

thickness

2

2,5

Anchor length

M8x80

M8x80

M8x80

M8x80437624400

B olt s ize P in diameterW ind pressureProduc t

codeP rojection Dead Load

T echnical details

200

300

312 219

468 328

HA L AnchorsTechnical details

16

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Technical details are prepared according to DIN 18516 standard.• Other sizes are available for production upon request.


HA02 L Anchor with double pin

HA03 L Anchor with kerf

HA04 L Anchor with Adj. arm

HA05 L Anchor with Adj. plate

& W. Tie

K (mm) F dw (N) F wp (N) F ws (N) E .b. (mm) Ø (mm) L (mm) t (mm)

HA02-302 30 38

HA02-352 35 43

HA02-402 40 48

HA02-452 45 53

HA02-502 50 58

HA02-552 55 63

HA02-304 30 38

HA02-354 35 43

HA02-404 40 48

HA02-454 45 53

HA02-504 50 58

HA02-554 55 63

46

B olt s izeP in

diameter

Anchor

length

Anchor

thickness

400 624 437 M8x80

Produc t

code

T echnical details

P rojec-tion Dead LoadW ind

pressure

W ind

S uction

200 312 219 M8x80 4 3

K (mm) Fdw (N) Fwp (N) Fws (N) E .b. (mm) Ø (mm) L (mm) t (mm)

HA03-302 30 32

HA03-352 35 37

HA03-402 40 42

HA03-452 45 47

HA03-502 50 52

HA03-552 55 57

HA03-304 30 32 3

HA03-354 35 37

HA03-404 40 42

HA03-454 45 47

HA03-504 50 52

HA03-554 55 57

400 624 437 M8x80 154

200 312 219 M8x80 12

3

4

Produc t

code

T echnical details

P rojec-tion Dead LoadW ind

pressure

W ind

S uctionB olt s ize K erf length

Anchor

length

Anchor

thickness

K (mm) K - (mm) K + (mm) Fdw (N) Fwp (N) Fws (N) E .b. (mm) Ø (mm) L (mm) Lp (mm) t (mm)

HA04 -1006 100 85 115 70

HA04 -1206 120 105 135 90

HA04 -1406 140 125 155 110

HA04 -1606 160 145 175 130

HA04 -1806 180 165 195 150

HA04 -1008 100 85 115 70

HA04 -1208 120 105 135 90

HA04 -1408 140 125 155 110

HA04 -1608 160 145 175 130

HA04 -1808 180 165 195 150

6

Produc t

code

Min.

P rojec-

tion

Max.

P rojec-

tion

W ind

pres -

sure

P rojec-

tion

Dead

Load

T echnical details

W ind

S uctionB olt s ize

P in dia-

meter

Anchor

length

800

Adj

plate

length

Adj

plate

thick.

600 6

1235 865

936 655

6

M12x120

M12x120

80

80

6

K (mm) K - (mm) K + (mm) F dw (N) F wp (N) F ws (N) E .b. (mm) Ø (mm) L (mm) Lp (mm) t (mm)

HA05 -2006 100 85 115 170

HA05 -2206 120 105 135 190

HA05 -2406 140 125 155 210

HA05 -2606 160 145 175 230

HA05 -2806 180 165 195 250

HA05 -2008 100 85 115 170

HA05 -2208 120 105 135 190

HA05 -2408 140 125 155 210

HA05 -2608 160 145 175 230

HA05 -2808 180 165 195 250

6 80 6800 1235 865 M12x120

6600 936 655 M12x120 6 80

Anchor

length

Adj

plate

length

Adj

plate

thick.

Produc t

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

Dead

Load

W ind

pres -

sure

W ind

S uctionB olt s ize

P in dia-

meter

Installation at Horizontal joints with HRD01; Installation at Horizontal joints with HSD04;

Installation at Vertical joints with HSD02&03;• Suitable for use on concrete and masonry

walls.

• 6mm larger holes than the anchor width or diameter are

drilled in the walls.

• The holes are filled with mortar and the anchors are set

into the mortar bed.

• In horizontal joint installation, slabs are pinned

on the bottom and upper sides. Anchors

act as load bearing, carrying half the

weight of the slabs above. The anchors also

act as restraint holding the slabs below

and restraining against wind suction and

pressure.

• In vertical joint installation, slabs are pinned at the

left and right sides. Anchors on

the bottom are load bearing anchors

carrying the whole weight of the slab.

Half the weight of the slab on the left

and half the weight of the slab on the

right. Anchors on the top are restraint

anchors holding the slabs and restraining

against wind suction and pressure.

• Direct fixing to concrete and masonry walls with mortar

• Economic & easy fixing

• Installation at vertical and horizontal joints

HSD01Mor. Anchor HSD02 Mor. AnchorW. Plate

HSD03 Mor. AnchorTwisted head

HRD01Mor. Anchor

HSD04 Mor. AnchorW. Plate & Twisted head

Restraint

Load Bearing



Fdw/2 Fdw/2

Fdw/1 Fdw/1

HSD Mortar Anchor Fixing SystemsIntroduction

17

Fdw/2 Fdw/2

HSD Mortar Anchor Fixing SystemsIntroduction

18



Fdw/2 Fdw/2






anchors.

Fdw/1 Fdw/1


Restraint

Load

Bearing





HSD04 Mortar

Anchor

HRD03 Mortar

Anchor

HSD02 Mortar

Anchor

Anchor bodyPlastic tubeFlanged pin

123

Isolation

Wall

Anchor set

Stone slab

A

B

C

A

B

C

A

B

C

C


Restraint


Load Bearing

Restraint

Load Bearing

Load Bearing & Restraint

C

Shape BShape A


HSD04 - 35 2 A

Shape


Projection

Type

HSD04 Mortar Anchor;The HSD04 anchor is similar to the HSD02 but is used to install slabs on to brick walls as a load-bearing anchor inhorizontal installation. The HSD04 has a welded plate, which distributes the load, to avoid the anchor breaking the brick.


L1

L

Fws/Fwp

Ø

BØ

T

3

3

Cement Grout

Plastic Tube

Load Bearing

Restraining

T

Fdw

K

St St=20-50 mm


HSD04 Mortar Anchor - With Twisted Head & Welded PlateTechnical Details

19

For mortaring intomasonry ≥ M 12/lla

K (mm) K - (mm) K + (mm) Fdw (N) Fwp (N) Fws (N) L (mm) L1 (mm) Ø (mm) BØ (mm) T (mm)

HS D04 -352 35 20 50 145

HS D04 -452 45 30 60 155

HS D04 -552 55 40 70 165

HS D04 -652 65 50 80 175

HS D04 -752 75 60 90 185

HS D04 -353 35 20 50 145

HS D04 -453 45 30 60 155

HS D04 -553 55 40 70 165

HS D04 -653 65 50 80 175

HS D04 -753 75 60 90 185

HS D04 -354 35 20 50 145

HS D04 -454 45 30 60 155

HS D04 -554 55 40 70 165

HS D04 -654 65 50 80 175

HS D04 -754 75 60 90 185

HS D04 -355 35 20 50 145

HS D04 -455 45 30 60 155

HS D04 -555 55 40 70 165

HS D04 -655 65 50 80 175

HS D04 -755 75 60 90 185

HS D04 -356 35 20 50 145

HS D04 -456 45 30 60 155

HS D04 -556 55 40 70 165

HS D04 -656 65 50 80 175

HS D04 -756 75 60 90 185

4

600 936 655 100 6 38 4

500 780 546 100 5 34

3

400 624 437 100 5

28

4

30

300 468 328 100 5 34

Pin Dia.Bore

Diameter

Anchor

Thickness

200 312 219 100 4 30 3

P roduct

code

T echnical details

Projec-tionMin. Projec-

tion

Max. Projec-

tionDead Load

W ind

PressureW ind S uction

Anchor

Length

Dowel

E mbedded

Length

HSD Mortar AnchorsTechnical details

20

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Technical details are prepared according to DIN 18516 standard.


HSD01 Mortar Anchor

HSD02 Mortar Anchor

with weled plate

HSD03 Mortar Anchor with

twisted head

HRD01 Mortar Anchor

K (mm) K - (mm) K + (mm) F dw (N) F wp (N) F ws (N) L (mm) L1 (mm) Ø (mm) BØ (mm) T (mm)

HS D01-352 35 20 50 135

HS D01-452 45 30 60 145

HS D01-552 55 40 70 155

HS D01-652 65 50 80 165

HS D01-752 75 60 90 175

HS D01-354 35 20 50 135 26

HS D01-454 45 30 60 145

HS D01-554 55 40 70 155

HS D01-654 65 50 80 165 30

HS D01-754 75 60 90 175 32

HS D01-356 35 20 50 135

HS D01-456 45 30 60 145

HS D01-556 55 40 70 155 28

HS D01-656 65 50 80 165 30

HS D01-756 75 60 90 175 32

400

21

24

28

4

2,5

2,5

Min.

Projec-

tion

Max.

Projec-

tion

W ind

Pressure

P roduct

codeProjec-

tion

Dead

Load

T echnical details

200 312 219 90

W ind

S uction

Anchor

Length

4

Dowel

E mbedded

Length

Pin Dia.

590624 437

Bore Dia.Anchor

Thick.

90 6

26

600 936 655


HS D02-352 35 20 50 145

HS D02-452 45 30 60 155

HS D02-552 55 40 70 165

HS D02-652 65 50 80 175

HS D02-752 75 60 90 185

HS D02-354 35 20 50 145 30

HS D02-454 45 30 60 155

HS D02-554 55 40 70 165

HS D02-654 65 50 80 175 34

HS D02-754 75 60 90 185 36

HS D02-356 35 20 50 145

HS D02-456 45 30 60 155

HS D02-556 55 40 70 165 32

HS D02-656 65 50 80 175 34

HS D02-756 75 60 90 185 36

Dowel

E mdeddedLength

2,5

P roduct

code

T echnical details

Projec-

tion

Min.

Projec-

tion

Max.

Projec-

tion

Dead

Load

W ind

Pressure

W ind

S uction

Anchor

Length

28

Pin Dia. Bore Dia.Anchor

Thick.

200 312 219 100 4

24

400 624 437 100 5 2,532

6

30

4600 936 655 100


HS D03-352 35 20 50 135

HS D03-452 45 30 60 145

HS D03-552 55 40 70 155

HS D03-652 65 50 80 165

HS D03-752 75 60 90 175

HS D03-354 35 20 50 135

HS D03-454 45 30 60 145

HS D03-554 55 40 70 155

HS D03-654 65 50 80 165

HS D03-754 75 60 90 175

HS D03-356 35 20 50 135

HS D03-456 45 30 60 145

HS D03-556 55 40 70 155

HS D03-656 65 50 80 165

HS D03-756 75 60 90 175

600 936 655 90 6 434

Anchor

Thick.

200 312 219 90 4 3

Pin Dia. Bore Dia.

26

P roduct

code

T echnical details

Projec-

tion

Min.

Projec-

tion

Max.

Projec-

tion

Dead

Load

W ind

Pressure

W ind

S uction

Anchor

Length

DowelE mbedded

Length

624400 4590437

24

26


HRD01-351 35 20 50 135 12 2,5

HRD01-451 45 30 60 145

HRD01-551 55 40 70 155

HRD01-651 65 50 80 165

HRD01-751 75 60 90 175

HRD01-352 35 20 50 135

HRD01-452 45 30 60 145

HRD01-552 55 40 70 155

HRD01-652 65 50 80 165

HRD01-752 75 60 90 175

HRD01-354 35 20 50 135

HRD01-454 45 30 60 145

HRD01-554 55 40 70 155

HRD01-654 65 50 80 165

HRD01-754 75 60 90 175

200 312

4400 624 437 18

3

3,5

14

219 90

Pin Dia.Bore

Diameter

90 5

4

14

16

Flat.

Thick.

100 156 110 90 43

P roduct

code

T echnical details

Projec-

tion

Min.

Projec-

tion

Max.

Projec-

tion

Dead

Load

W ind

Pressure

W ind

S uction

Anchor

Lenght

Dowel

E mbeddedLength

Installation at horizontal joints with BUG anchors;

• Direct fixing to concrete and masonry walls with mortar• Economic & Easy fixing• Installation at vertical and horizontal joints• Special design for installing heavy loads at large projection sizes

Load Bearing anchors

BUN

Restraint anchors

BUG BTN BTG HN HG RH

Installation at vertical joints with BTN & HG anchors;

Installation at vertical joints with BUN & HG anchors;• Suitable for installing high load natural stone

slabs at large projection sizes on to concreteand masonry walls.

• 6mm larger holes than the anchor width aredrilled in the walls.

• The holes are filled with mortar and anchorsare set into mortar bed.

• In horizontal joint installation, slabs are pinned onthe bottom and upper sides. Anchors act as load bearingcarrying half the weight of the slabs above. Anchorsalso act as restraint holding the slabs below andrestraining against wind suction and pressure.

• In vertical joint installation, slabs are pinned at theleft and right sides. Anchors on the bottomare load-bearing anchors carrying the whole weight ofthe slab. Half the weight of the slab on the left and halfthe weight of the slab on the right. Anchors on the topare restraint anchors holding the slabs and restrainingagainst wind suction and pressure.

Restraint

Load BearingLoad Bearing& Restraint

Restraint

Load Bearing

HDM Heavy Duty Mortar Anchor Fixing SystemsIntroduction

21

Fdw/2 Fdw/2 Fdw/1 Fdw/1

Fdw/1 Fdw/1

HDM Heavy Duty Mortar Anchor Fixing SystemsInstallation details

22



A

B

C

A

C

B

A

B

C

D

E

E

E

C

E

C

D

Fdw/2 Fdw/2






anchors.

Fdw/1 Fdw/1


Restraint

Load

Bearing




load bearing

BUG MortarAnchor

HG Restraint Anchor

BUN Mortar Anchor

Isolation

Wall

Anchor set

Stone slab

Anchor bodyPlastic tubeFlanged pin

123


Restraint

Load Bearing

Load Bearing


Restraint

Load Bearing

Load Bearing & restraint

BUN Mortar AnchorTechnical Details

23

L

BØ

Z

Fdw

K

T

Load bearing

Cement grout

Plastic tube

St


Ø

Shape BShape AProduct Code

BUN- 6 22 A

Shape

Projection

Load Capacity (x10Kg)

Type

BUN Mortar Anchor;The BUN Heavy Duty Mortar Anchor is a load bearing anchor and is used to install slabs on to concrete and masonrywalls at vertical joints. This anchor can carry loads up to 1200 N at projection sizes up to 240 mm.

Fws/Fwp

St=20-50 mm


(TOP VIEW)

For mortaring intoconcrete ≥ B 25

K (mm) K - (mm) K + (mm) F dw (N) F wp (N) F ws (N) Z (mm) L1 (mm) Ø (mm) B Ø (mm) T (mm)

B UN-622 220 210 230

B UN-624 240 230 250

B UN-816 160 150 170

B UN-818 180 170 190

B UN-820 200 190 210

B UN-822 220 210 230

B UN-824 240 230 250

B UN-1016 160 150 170

B UN-1018 180 170 190

B UN-1020 200 190 210

B UN-1022 220 210 230

B UN-1024 240 230 250

B UN-1216 160 150 170

B UN-1218 180 170 190

B UN-1220 200 190 210

B UN-1222 220 210 230

B UN-1224 240 230 250

44

4

22

22

22

22

38

35

46

40

5

5

5

80

80

80

Anchor

Thickness

Technical details

600 393 786 80

W ind

S uction

F lattened

Length

5

Dowel

E mbeded

Length

P in Dia.Min. P rojec

tion

Max. P rojec

tion

W ind

P ressure

B ore

Diameter

1310

818

P roduct

codeP rojec-tion Dead Load

800

3

4

41000

1200 1636

524 1048

655

HDM Heavy Duty Mortar AnchorsTechnical details


• Technical details are prepared according to DIN 18516 standard.


BUG H.D. Mortar Anchor

BTN H.D. Mortar Anchor

BTG H.D. Mortar Anchor

HN Restraint Mortar Anchor

HG Restraint Mortar Anchor

K (mm) K - (mm) K + (mm) Fwp (N) Fws (N) L1 (mm) Ø (mm) BØ (mm) T (mm)

HN-1016 160 150 170

HN-1018 180 170 190

HN-1020 200 190 210

HN-1022 220 210 230 24

HN-1024 240 230 250 26

Anchor

Thickness

1000 500 80 5 3

21

P roduct

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

W ind

P ressure

W ind

S uction

Dowel

E mbedded

Length

Pin Dia.Bore

Diameter


HG -1016 160 150 170

HG -1018 180 170 190

HG -1020 200 190 210

HG -1022 220 210 230

HG -1024 240 230 250 26

Anchor

Thickness

1000 500 80 5 321

P roduct

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

W ind

P ressure

W ind

S uction

Dowel

E mbedded

Length

Pin Dia.Bore

Diameter

RH Restraint Mortar Anchor


R H-1016 160 150 170

R H-1018 180 170 190

R H-1020 200 190 210

R H-1022 220 210 230

R H-1024 240 230 250

W ind

P ressure

Bore

Diameter

Anchor

Thickness

80 5 2,514

W ind

S uction

Dowel

E mbedded

Length

1000 500

P roduct

code

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

T echnical details

Pin Dia.

K (mm) K - (mm) K + (mm) Fdw (N) Fwp (N) Fws (N) Z (mm) L1 (mm) Ø (mm) BØ (mm) T (mm)

B UG-616 160 150 170 34

B UG-618 180 170 190 35

B UG-620 200 190 210

B UG-622 220 210 230

B UG-624 240 230 250 39

17

Dead

Load

W ind

P res -

sure

W ind

S uction

80 5 338

600 571 1142

F lat.

Length

Dowel

E mbed.

Length

P in Dia.B ore

Dia.

Anchor

Thick.

P roduct

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

K (mm) K - (mm) K + (mm) Fdw (N) Fwp (N) Fws (N) L1 (mm) Ø (mm) BØ (mm) T (mm)

B TN-416 160 150 170 5

B TN-418 180 170 190 5

B TN-420 200 190 210 6

B TN-422 220 210 230 6

B TN-424 240 230 250 6

B TN-616 160 150 170 39

B TN-618 180 170 190 41

B TN-620 200 190 210 42

786

80

80

5

5

P in Dia. B ore Dia.

38

6

400

600

260

393

520

Anchor

Thick.

P roduct

code

T echnical details

P rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

Dead

Load

W ind

P res -

sure

W ind

S uction

Dowel

E mbed.

Length

K (mm) K - (mm) K + (mm) Fdw (N) Fwp (N) Fws (N) Z (mm) L1 (mm) Ø (mm) BØ (mm) T (mm)

B TG -316 160 150 170

B TG -318 180 170 190

B TG -320 200 190 210

B TG -322 220 210 230

B TG -324 240 230 250

B TG -516 160 150 170 34

B TG -518 180 170 190 36

B TG -520 200 190 210 38

Anchor

Thick.

5 30

P in Dia.

500 655

5

6

6 6

22

22

300 393 786

B ore

Dia.

1309 80

80

P roduct

codeP rojec-

tion

Min.

P rojec-

tion

Max.

P rojec-

tion

T echnical details

Dead

Load

W ind

P res -

sure

W ind

S uction

Dowel

E mbed.

Length

F lat.

Length

24

• Indirect fixing on to non-load bearing walls or for large projection sizes

• Lower drilling points enable fast installation

• Installation at vertical and horizontal joints

HMPA-HC2 Channel System;

HMPB-HC1 Channel System;

HMPC-HC1H Channel System;

HMPLCPMHAPMH HMPB

HMP Sub Channel Fixing SystemsIntroduction

25

HCSP1 HCSP2 HCSP3 HCSP4

HCRS1 HCRS2 HCRS3 HCRS4

HMPA-HC2 HMPC-HC1 HMPA-HC3

• High load bearing and adjustable sub channel system.

• Fast and easy fixing of stone slabs.

• Minimun projection size is 90 mm and maximum is 260 mm.

• Ideal for heavy loads and large projection sizes.

• Anchors are fixed to channels with hex bolts and hex nuts.

• Easy to assemble sub channel system.

• Easy to install with non complicated elements.

• Minimum projection size is 110 mm and maximum is 200 mm.

• Ideal for restoration of facades.

• Anchors are fixed to channels with hex bolts and hex nuts.

• Adjustable sub channel system with horizontal channels.

• Quick adjustability at horizontal axis.

• Minimum projection size is 150 mm and maximum is 240 mm.

• Ideal for staggered patterned facades.

• Anchors are fixed to channels with lock nuts and hex bolts.

• Special design is made for sub channel systems to suit various application requirements.

HMP Sub Channel Systems Installation detail

• Sub channel

systems are fixed

to load bearing

beams for

support.

• Channels are

fixed on to beams

with channel

supports.

• Fixing of

channels at the

middle to the wall

with channel

restraints are

made to prevent

deflection.

• When

installation is at

vertical joints, the

sub channel

system bears the

whole load of the

slabs installed.

• When

installation is at

horizontal joints,

the sub channel

system bears half

26




Fdw/1 Fdw/1

HCSP2 Chan. Sup.

HCRS2 Chan. Res.

HMPA U Channel

HZ02 Z Anchor

HCSP1 Chan Sup.

HCRS1 Chan. Rest.

HZ02 Z Anchor

HMPB C Channel

Installation at horizontal jointsFdw/2 Fdw/2

Through boltChannel support

WasherNutBolt setChannel restraint

1234567

Plain washer

131211109

Serrated washer

8

Flanged pinPlastic tubeAdjusrable arm

Anchor bodyChannel

A

B

C

A

B

C

A

B

C

A

B

C

ATS Sub Channel SystemIntroduction

27

ATS Channel System elements

HMPS 41/21 & HMPS 41/41Toothed Channel

ATS-AChannel Support

ATS-BChannel Restraint

ATS Fixing System elements

ATS- HZ Z Anchor

ATS-HASpecial Anchor

ATS-TSSpecial Anchor

The ATS Channel system allows the quick andeasy installation of natural stone facades throughits adjustable capability and uncomplicatedassembly features.

• The Channel system is supported to the ATS-A channel support.

• ATS-B channel restraints hold the systemagainst wind pressure and prevent the channelfrom buckling.

• The HMPS toothed channel enables the fixingof the anchors with hex bolts and lock nutswithout the need for drilled holes and the use ofnuts and washers.

• Too thed channel and lock nuts enable verticalload stability after fixing.

ATS - HZ Z Anchor

ATS-B Channel Restraint

ATS-A Channel Support

HMP Channels Technical details

y

y

xx tH

W

y

x

y

xH

t

y

y

xx

t

H

W

x

y

y

W

t

H

HMPA U Channel

Thickness W idth Height IXX (cm4) ZX (cm3) X (mm) IYY (cm4) ZY (cm3) Y (mm)

HMP A-2.5-40/30 2,50 40,00 30,00 1,57 0,74 20,00 4,21 2,11 8,80

HMP A-2.5-40/40 2,50 40,00 40,00 3,91 1,50 20,00 5,97 2,99 13,84

HMP A-3-35/35 3,00 35,00 35,00 2,83 1,24 17,50 4,27 2,44 12,14

HMP A-3-40/30 3,00 40,00 30,00 1,79 0,85 20,00 4,86 2,43 8,83

HMP A-3-40/40 3,00 40,00 40,00 4,55 1,74 20,00 6,92 3,46 13,93

HMP A-3-50/50 3,00 50,00 50,00 9,68 2,97 25,00 15,04 6,01 17,42

HMP A-4-40/40 4,00 40,00 40,00 5,67 2,19 20,00 8,60 4,30 14,10

HMP A-4-50/50 4,00 50,00 50,00 12,33 3,81 25,00 18,97 7,60 17,65

HMP A-5-50/50 5,00 50,00 50,00 14,68 4,57 25,00 22,40 8,97 17,87

Dimens ions X-X Axis Y-Y AxisP roduct code

T echnical details

HMPC C Channel

HMPC C Channel

Thick-ness W idth Height IXX (cm4) ZX (cm3) X (mm) IYY (cm4) ZY (cm3) Y (mm)

HMP B -2.5-28/15 2,50 28,00 15,00 0,33 0,43 14,00 1,43 1,02 7,38

HMP B -3-38/17 3,00 38,00 17,00 0,76 0,82 19,00 4,59 2,42 7,79

HMP B -2.5-41/21 2,50 41,00 21,00 1,32 1,19 20,50 5,71 2,79 9,85

HMP B -3-41/21 3,00 41,00 21,00 1,48 1,33 20,50 6,55 3,19 9,86


T echnical details


HMP C -2.5-41/21 2,50 41,00 21,00 1,25 0,99 20,50 5,60 2,72 8,16

HMP C -2.5-41/41 2,50 41,00 41,00 7,92 3,62 20,50 9,40 4,58 19,02

HMP C -3-41/21 3,00 41,00 21,00 1,69 1,43 20,50 6,94 3,40 9,16

HMP C -3-41/41 3,00 41,00 41,00 9,40 4,20 20,50 11,30 5,50 18,80


T echnical details

HMPL L Channel


HMP L-2.5-30/30 2,50 30,00 30,00 0,84 0,38 6,87 0,70 0,30 7,83

HMP L-2.5-30/40 2,50 30,00 40,00 0,93 0,39 11,60 1,92 0,67 6,40

HMP L-3-30/30 3,00 30,00 30,00 0,96 0,43 6,73 0,75 0,32 7,90

HMP L-3-40/40 3,00 40,00 40,00 2,78 0,94 9,65 2,42 0,80 10,65

HMP L-3-50/50 3,00 50,00 50,00 5,94 1,62 12,34 5,40 1,43 13,28

HMP L-4-40/40 4,00 40,00 40,00 3,46 1,19 9,52 2,84 0,93 10,85

HMP L-4-50/50 4,00 50,00 50,00 7,60 2,08 12,30 6,62 1,75 13,53

HMP L-5-50/50 5,00 50,00 50,00 9,05 2,50 12,23 7,56 2,00 13,77


T echnical details

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and Hot dip galvanized ST37 mild steel.

•Table below is prepared according to values with Ø11 drilled holes.

• Channels can be provided up to 6 metres length.

28

W

y

y

y

y

x

x

x

x

HCSP Channel Supports Technical details

Ø

W

T

H

SL

W

SQ

F

SQ

30W

H

T

H2

M

L

SL

T

F

H

SL2

W

SQ

2

SQ

T

F

W

SQ SLSL

HCSP1 Channel Support

T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) Ø (mm)

HC S P 1-50 4 40 80 50 11 30 11

HC S P 1-60 4 40 90 60 11 30 11

HC S P 1-70 5 45 100 70 11 30 11

HC S P 1-80 5 45 100 80 11 30 11

HC S P 1-90 5 45 100 90 11 30 11

HC S P 1-100 5 45 100 100 11 30 11

HC S P 1-110 6 45 100 110 11 30 11

HC S P 1-120 6 45 100 120 11 30 11

HC S P 1-130 6 45 100 130 11 30 11

P roduct

code

T echnical details

Thickness W idth Height F orming S lot Hole DiaS lot Hole

Length

Hole

Dia.


T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) Ø (mm) MxL (mm)

HC S P 2-40 4 160 85 40 11 30 11 M10x70

HC S P 2-60 4 160 85 60 11 30 11 M10x90

HC S P 2-80 4 160 85 80 11 30 11 M10x110

HC S P 2-100 4 160 85 100 11 30 11 M10x130

HC S P 2-120 5 160 85 120 11 30 11 M10x150

HC S P 2-140 5 160 85 140 11 30 11 M10x170

Thr. R od

Metric S ize

T echnical details

P roduct

codeThickness W idth Height F orming

S lot Hole

Dia.

S lot Hole

LengthHole Dia.


T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) S Ø2 (mm) S L2 (mm)

HC S P 3-70 4 120 50 70 11 25 11 30

HC S P 3-90 4 120 50 90 11 25 11 30

HC S P 3-110 5 120 50 110 11 25 11 30

HC S P 3-130 5 120 50 130 11 25 11 30

HC S P 3-150 5 120 50 150 11 25 11 30

P roduct

code

T echnical details

Thickness W idth Height F ormingS lot Hole

Dia.

S lot Hole

Length

S lot Hole

Dia.

S lot Hole

Length



HC S P 4 -95 2,5 47 200 95 11 45 11 30

HC S P 4 -115 2,5 47 200 115 11 45 11 30

HC S P 4 -135 2,5 47 200 135 11 45 11 30

HC S P 4 -155 3 48 200 155 11 45 11 30

HC S P 4 -175 3 48 200 175 11 45 11 30

HC S P 4 -195 3 48 200 195 11 45 11 30

P roduct

code

T echnical details


Dia.

S lot Hole

Length

S lot Hole

Dia.

S lot Hole

Length

29

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and hot dip galvanised ST37 mild steel.• Other sizes are available for production upon request. • Expansion bolts & bolt sets are provided separately.

Ø

HCRS Channel Restraints Technical details

SQ

SL

Ø

HHT

W

F

SL

L

M

H

T

F

T2

W

SQ

SL2

F

T

H

SQ

2

SQ

W

SL

SL2

F

T

H

SQ

2

SQ

W

SL

HCRS1 Channel Restraint

T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) Ø (mm)

HC R S 1-50 2,5 40 60 50 11 30 11

HC R S 1-60 2,5 40 60 60 11 30 11

HC R S 1-70 3 40 60 70 11 30 11

HC R S 1-80 3 40 60 80 11 30 11

HC R S 1-90 3 40 60 90 11 30 11

HC R S 1-100 3 40 60 100 11 30 11

HC R S 1-110 3 40 60 110 11 30 11

HC R S 1-120 3 40 60 120 11 30 11

HC R S 1-130 3 40 60 130 11 30 11

P roduct

code

T echnical details


Length

Hole

Dia.


T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) M (mm)

HC R S 2-40 3 85 160 40 11 30 M10x70

HC R S 2-60 3 85 160 60 11 30 M10x90

HC R S 2-80 3 85 160 80 11 30 M10x110

HC R S 2-100 3 85 160 100 11 30 M10x130

HC R S 2-120 3 85 160 120 11 30 M10x150

HC R S 2-140 3 85 160 140 11 30 M10x170

P roduct

code

T echnical details


Length

Thr.R od

M.S ize


T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) S Ø2 (mm) S L2 ( mm)

HC R S 3-70 3 40 40 70 9 25 9 25

HC R S 3-90 3 40 40 90 9 25 9 25

HC R S 3-110 3 40 40 110 9 25 9 25

HC R S 3-130 3 40 40 130 9 25 9 25

HC R S 3-150 3 40 40 150 9 25 9 25

P roduct

code

T echnical details


Dia.

S lot Hole

Length

S lot Hole

Dia.

S lot Hole

Length



HC R S 4-95 2,5 47 30 95 9 20 9 45

HC R S 4-115 2,5 47 30 115 9 20 9 45

HC R S 4-135 2,5 47 30 135 9 20 9 45

HC R S 4-155 2,5 47 30 155 9 20 9 45

HC R S 4-175 2,5 47 30 175 9 20 9 45

HC R S 4-195 2,5 47 30 195 9 20 9 45

P roduct

code

T echnical details


Dia.

S lot Hole

Length

S lot Hole

Dia.

S lot Hole

Length

30

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and hot dip galvanised ST37 mild steel.• Other sizes are available for production upon request. • Expansion bolts & bolt sets are provided separately.

Heavy Duty & Aluminium Fixing SystemsIntroduction

HPC1 HPC2 HPC3 HPC4

HSMF HSMF-C HAMF HAMF-K

Fixing systems for the

installation of high load

natural stone or recon-

structed stones are

available in a variety of

types and size ranges.

The actual system

proposal will be made

according to technical

requirements of the

project.

The use of these fixing

systems is for high load

coping and corniche

stones.

Load bearing and

restraint anchors are

used to install the slabs

on to different wall

backings using a variety

of expansion bolts.

HAMF-C HA-RST1 HAZ-RST 3 HAZ21

Fixing systems with

aluminium under

constructions are

available for the installa-

tion of natural stone,

ceramics and fibre

cement panels.

Two systems are used for

installation. One is with a

pin system to install

panel thicknesses of 20

mm or higher. The

second is for installing

panels with thicknesses

below 20 mm.

Three dimensional

adjustabilty is enabled

and the fast installation is

possible due to the light

weight of aluminimun and

easiness of cutting and

drilling on site.

HMP-ALU-P HMP-ALU-U

31

• For fixing slabs on to supported facade slabs.

• Used for reveal, column, soffit and sill slabs.

• Slabs can be assembled in the work shop for faster installation on site.

• Special drilling is required on the slabs details of which are shown on the bottom of the page.

HCA01 Corner Anchor HCA02 Corner Anchor HCA03 Corner Anchor

HCA Corner Anchor Fixing SystemsIntroduction

HCA01 Application

Reveal slabs can be connected to the

supported slabs at colums. In this instance

HCA01 corner anchors are used as load

bearing and HCA02 are used as restraint.

HCA02 Application

Soffit slabs can be connected to the

supported slabs at parapets. In this

instance only HCA02 corner anchors

are used as restraining.

Supported slab Reveal slab

stst/2st/2

60mm40mm

20mm

20mm 40mm

60mm

W

Supported slab Reveal slab

stst/2st/2

60mm40mm

20mm

20mm 40mm

60mm

W

R eveal s izeVertical

loadW ind load

Adjus table

armS traight P in

S txW xL cm (N) (N) (mm) (mm)

3(4) x 10 x 45 38 (50) 40

3(4) x 15 x 60 76 (100) 50

3(4) x 20 x 75 130 (170) 60

P roduct

code

T echnical details

HC A01 M8x45 Ø5x80

R eveal s izeVertical

loadW ind load

Adjus table

armS traight P in

S txW xL cm (N) (N) (mm) (mm)

3(4) x 10 x 45 38 (50) 40

3(4) x 15 x 60 76 (100) 50

3(4) x 20 x 75 130 (170) 60

P roduct

code

T echnical details

HC A02 M8x45 Ø5x80

Special Drilling for HCA01 & HCA02 Corner Anchors

Special drilling is done to the slabs at the upper face and at the back. The drilling must be done precisely as shown

on the illustration. The adjustable arm inserted from the back of the stone meets the pin which is inserted from the

edge surface of the stone.

St

St/2 St/2

80 mm

40 mm

Adjustable

arm M8

fo tnemecalP .2gnillirD .1

Adjustable arm

3. Placement of

straight pin

4. Fixing of

anchor

Reveal support

Soffit s

upport

HCA03 Application

This anchor is used to fasten two

slabs together at corners. The disk is

inserted at a split edge on the slab. A

special bolti s fixed between the anchor

and the disk which is firmly connects the

slabs together.

32

Drilled hole

Ø 8 mm

Straight pin

Ø5x80 mm

Ø 11 mm

HAZ AccessoriesTechnical Details

Type B: With welded pin Type C: With welded plate Type D: With welded plate & pin Type E: With welded shim

HAA Adjustable arm

Metric s ize LengthF latening

S ize

F lat length

Thickness P in dia.

S tone

Thickness

Distance

between

edge & hole

M (mm) L (mm) AF (mm) T (mm) Ø (mm) S t (mm) A (mm)

HAA-8/50 8 50 A+6 3 4 20 12-13HAA-8/60 8 60 A+6 3 4 25 14-16HAA-8/70 8 70 A+6 3 4 30 16-17HAA-10/50 10 50 A+8 3,5 5 40 22-24HAA-10/60 10 60 A+8 3,5 5 50 26-28HAA-10/70 10 70 A+8 3,5 5HAA-10/80 10 80 A+8 3,5 5HAA-12/50 12 50 A+8 4,5 5HAA-12/60 12 60 A+8 4,5 5HAA-12/70 12 70 A+8 4,5 5HAA-12/80 12 80 A+8 4,5 5HAA-14/50 14 50 A+8 5,5 6HAA-14/60 14 60 A+8 5,5 6HAA-14/70 14 70 A+8 5,5 6HAA-14/80 14 80 A+8 5,5 6HAA-16/50 16 50 A+8 6 6HAA-16/60 16 60 A+8 6 6HAA-16/70 16 70 A+8 6 6HAA-16/80 16 80 A+8 6 6

P roduct

code

T echnical details

HFP Flanged pin

HTP Traced pin

HSP Straight pin

HUP U Shaped pin

HCP Capped pin HPT Plastic tube

HSW Serrated washer

HPW Plain washer

HMLN Lock nut

HSM Shim plate

Diameter Length F lange Dia.

Ø (mm) L (mm) FØ (mm)

HF P -4/60 4 50 6HF P -5/60 5 60 7HF P -5/70 5 70 7HF P -6/70 6 70 8

P roduc t

code

T echnical details

Diameter LengthT race

Height

Ø (mm) L (mm) TH (mm)

HTP -5/70 5 70 5,2HTP -6/75 6 75 6,2

P roduc t

code

T echnical details

Diameter Length

Ø (mm) L (mm)

HS P -4/60 4 50HS P -5/60 5 60HS P -5/70 5 70HS P -6/70 6 70

P roduc t

code

T echnical details

Diameter Height W itdth

Ø (mm) H (mm) W (mm)

HUP -4/50 4 40 20HUP -5/50 5 50 25HUP -6/50 6 60 30

P roduc t

code

T echnical details

Diameter C ap Dia. Length

Ø (mm) CØ (mm) L (mm)

HC P -4/35 4 40 20HC P -5/40 5 50 25HC P -6/45 6 60 30

P roduc t

code

T echnical details

Inner Dia. Outer Dia. Length

In. Ø (mm) Ou. Ø (mm) L (mm)

HP T-4 4,5 6 30HP T-5 5,5 7 40HP T-6 6,5 8 45

P roduc t

code

T echnical details

Thick-

nessHeight W itdth Length

T (mm) H (mm) W (mm) L (mm)

HS W -22307 2,5 22 30 Ø7HS W -22309 2,5 22 30 Ø9HS W -263411 3 26 34 Ø11HS W -263413 3 26 34 Ø13

P roduc t code

T echnical details

Thick-

nessHeight W itdth Length

T (mm) H (mm) W (mm) L (mm)

HP W -22307 2,5 22 30 Ø7HP W -22309 2,5 22 30 Ø9HP W -263411 3 26 34 Ø11HP W -263413 3 26 34 Ø13

P roduc t code

T echnical details

Thick-

nessHeight W idth

Metric

hole

T (mm) H (mm) W (mm) M (mm)

HMLN-6 6 20 34 M6HMLN-8 8 20 34 M8HMLN-10 9 20 34 M10HMLN-12 10 20 34 M12

P roduc t code

T echnical details

Thick-

nessHeight W itdh S lot hole

T (mm) H (mm) W (mm) ØxS L

HS M-4030-7 2 40 30 7x20HS M-4030-9 2 40 30 9x25HS M-4050-11 3 40 50 11x25HS M-4050-13 4 40 50 13x30

P roduc t code

T echnical details

T

A

Ø

L

AF

33


HB Expansion boltsTechnical Details

HB01 Sleeve bolt

HB03 Through bolt

HB05 Shell bolt

HB07 Chemical bolt

B olt S izeS leeve

S ize

Drill Hole

Dia.

Drill

Length

Min.

E mbed-

ment

Max.

F ixture

Thick-

ness

F ixture

Hole Dia.

Max.

Torque

Mdmax

(N.m)

B olt

Length

(mm) (mm) D (mm) HT (mm) E min.

( )

S max

( )D1 (mm) (N m) L (mm)

HB 01 6/80 M6x80 Ø8x68 8 55 45 10 9 7 80

HB 01 8/80 M8x80 Ø10x68 10 55 45 10 11 15 80

HB 01 10/80 M10x80 Ø12x68 12 55 45 10 13 30 80

HB 01 12/100 M12x100 Ø14x88 16 75 65 10 17 45 100

P roduct

code

T echnical details

B olt S izeDrill Hole

DiameterDrill Length

Min.

E mbed-

ment

Max.

F ixture

Thickness

F ixture

Hole

Diameter

Max.

Torque

Mdmax

(N.m)

B olt

Length

(mm) D (mm) HT (mm) E min.

( )S max (mm) D1 (mm) (N m) L (mm)

HB 07 8/110 M8X110 10 82 80 14 9 7 110

HB 07 10/130 M10X130 12 92 90 21 11 15 130

HB 07 12/160 M12X160 14 115 110 28 13 25 160

HB 07 16/190 M16X190 18 130 125 38 17 45 190

P roduct

code

T echnical details

HB09 HAZ Super

• Suitable for fixing anchors on to filled and reinforced block work. Refer to bolt catalogue for load values.

• Suitable for fixing anchors on to concrete with minimum B25 quality. Refer to bolt catalogue for load values.

• Suitable for fixing anchors on to filled block work. Refer to bolt catalogue for load values.

• Suitable for fixing anchors on to filled masonry. Refer to bolt catalogue for load values.

• Suitable for fixing anchors on to stone slabs with minimum 20mm thickness. Refer to bolt catalogue for load values.

34

L

Mdmax

D1

Emin

HT

Smax

L

Mdmax

Emin

HT

Smax

LG

D

L1

Mdmax

HT

D

L

Mdmax

Emin

HT

Smax

D1

D

L

Mdmax

D1

Emin

HT

D

• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and electro galvanized ST37 mild steel.





Bolt S ize

S tone

Thick-

ness

Drill Hole

Dia.

Drill

Length

Min.

E mbed-

ment

Max.

F ixture

Thick-

ness

F ixture

Hole

Dia.

Max.

Torque

Mdmax

(N.m)

Bolt

Length

(mm) S t (mm) D (mm) HT (mm) E min. S max D1 (mm) (N m) L (mm)

HB09-24/30 M8X30 20 12 12 12 5 9 13 30

HB09-48/45 M8X45 30 12 22 22 5 9 13 45

HB09-72/60 M8X60 40 12 32 32 5 9 13 60

P roduct

code

Technical details

Bolt S izeDrill Hole

Dia.

Drill

Length

Min.

E mbed-

ment

Max.

F ixture

Thick-

ness

F ixture

Hole Dia.

Max.

Torque

Mdmax

(N.m)

Bolt

Length

Thread

Length

(mm) D (mm) HT (mm) E min. S max D1 (mm) (N m) L (mm) LG (mm)

HB03-8/80 M8x80 8 65 55 18 9 13 80 25

HB03-8/100 M8x100 8 65 55 38 9 13 100 45

HB03-8/120 M8x120 8 65 55 58 9 13 120 65

HB03-10/90 M10x90 10 70 65 15 11 25 90 25

HB03-10/110 M10x110 10 70 65 35 11 25 110 45

HB03-10/130 M10x130 10 70 65 55 11 25 130 65

HB03-12/110 M12x110 12 95 80 12 13 40 110 25

HB03-12/125 M12x125 12 95 80 32 13 40 125 45

HB03-12/145 M12x145 12 95 80 52 13 40 145 65

P roduct

code

Technical details

Bolt S izeS hell

S ize

Drill Hole

Dia.

Drill

Length

Min.

E mbed-

ment

Max.

F ixture

Thick-

ness

F ixture

Hole

Dia.

Max.

Torque

Mdmax

(N.m)

Bolt

Length

(mm) L1 (mm) D (mm) HT (mm) E min. S max D1 (mm) (N m) L (mm)

HB05 6/80 M6x80 Ø8x48 10 60 58 30 7 7 80

HB05 8/80 M8x80 Ø10x56 12 70 66 21 9 15 80

HB05 10/100 M10x100 Ø12x68 14 80 78 30 11 25 100

P roduct

code

Technical details

D1

L

Design Principles & Static Calculations

:

73

ADJUSTABLE ARM

NUT FOR ADJUSTABLE ARM

FLANGED PIN

SERRATED WASHER

BOLT SET

HZ-02 BODY

6

5

3

4

2

1

: D.6.T03-00 / 15OFFER NODRW. NO

ALL MATERIALS STAINLESS STEEL GRADE AISI 304

PROJECT NAME : DECKER NATURSTEIN

:

4

1

62

5

7

PLASTIC TUBE

HZ02-65/20(LOAD BEARING & RESTRAIN ANCHOR)

3

4

2

BODYHCSP-041

2

4

3

BOLT SET

SERRATED WASHER

HB-05 SHELLBOLT SET

DRW. NOOFFER NO

: D.6.T03-00 / 13

:



1

HCSP04-50(RESTRAIN CONSOLE)

FIXING SYSTEMSHAZ METAL

H A Z

1

: D.6.T03-00 / 14

:



DRW. NOOFFER NO

HMPA-PROFILE1

HMPA-35/35x3000

4

3

HB-03 THROUGH BOLT SET

BOLT SET

BODY

SERRATED WASHER

HCSP-01

3

2

1

4

2

OFFER NODRW. NO


PROJECT NAME : DECKER NATURSTEIN: D.6.T03-00 / 12

:

1

HCSP01-50(SUPPORT CONSOLE)

HA

C

A

C

B

A

B

HMPA-35/35x3000

HZ02-65/20

HCSP04-50

HMPA-35/35x3000

HCSP01-50





: D.6.T03-00 / 14PROJECT NAME : DECKER NATURSTEIN


DRW. NOOFFER NO

Design & Calculation Standards

Reference is made to the following standards for the design and structural calculations of Natural Stone Fixing Systems.

British Standards;BS 8298 Design and installation of natural stone cladding.EN 10088-2 Steel plates, sheets and strips stainless and heat resisting.BS 6105 Corrosion resistant stainless steel fasteners.BS 5950 Structural use of steel work in building.BS 6399Part2 Wind loads.BS 970 Part 3 1991, M Mechanical properties for stainless steel.

German Standards;DIN 1045 Concrete and reinforced concrete, design and dimensioning.DIN 1053 Masonry, design and dimensioning.DIN 1055 Design loads for buildings.DIN 4114 Steel construction, stability cases.DIN 18 516 Cladding for external walls.DIN 18 800 Steel structures, design and dimensioning.DIN 18 801 Steel framed structures.

American Standards;ASTM A 276 Standard specification for stainless steel bars and shapes.ASTM 666 Standard specification for annealed or cold worked aus-

tenitic stainless steel sheets.

Uniform Building Code 1997-Volume 2

Natural Stone Material

V = 46 m/snWp = 1300 N/m 2

V = 42 m/snWp = 1100 N/m 2

V = 36 m/snWp = 800 N/m 2

V = 28 m/snWp = 500 N/m 2

100m

20m

8m

0mH =

Hei

ght o

f bui

ldin

g

100m

20m

8m

0m

1m<e/8<2 m

Ws=0,7 . q

Ws=2 . q

e

-2,0

(0,8 x 1,25)

e1m<d/8<2m

WIND-0,5 Cp - Values

Wind form Right

-0,7

-0,7

-2,0

Cp - ValuesWind form front

7,0-7,0-

-2,0-2,0

(0,8 x 1,25)

d

1m<

d/8<

2m

WIND

Design Loads

The following design loads are considered;

Dead loads: Weight of natural stone slabs is determined.Fdw = h [m] x w [m] x st [m] x ds [KN /m3]

Wind loads: The max. speed is; vsThe value of the dynamic pressure of the wind is;q = k . Vs2The max. design pressure is; wp = cp . QThe max. design suction is; ws = cs . Qws = 0.7 . Q (normal)ws = 2.0 . Q (edge)

Thermal loading: The following temperature is considered.Range on the stone;Tmin °C < t °C < tmax °CThe max. thermal loading in the stone is;Δt = tmax – tminThe max. thermal expansion for stone slab is;Δl = μ . Δt . L

Design Factors

The following design factors are considered

ICStK

Joint (This

value is the calcu-

lation of the thermal

loads)

øø+3mm

Pin Hole & White Cement

Plastic Tube

≥25

mm

≥25

mm

Wall Structure :

I = Thickness of insulation

C = Cavity

St = Thickness of stone

K = Projection

Anchor pins :

Anchor pins are inserted into the drilledholes on the face of the slab from fourpoints.

Drilled holes should be aprox. 3 mmwider than the pin diameter and minimum25 mm in length.

Minimum 2 mm space should be leftbetween the slab below and the bottomedge of the adjustable arm.

Structure - edge spacing :

corner of the slab to the pin centreshould be 2.5 times the slabthickness.

distance to the edge of slab atthe surface should be 15mm.

The most secure method is toarrange the distance of the drilledpin hole centre from the edge ofthe slab at 1/4 the size of the slab.

h/4

h/4

h/2h

22

1

w/4 w/4w/2

w

1

22

1

Horizontal Joints Vertical Joints

≥2,5 x St St≥30

≥15 ≥15

St w

h

Dimensions of natural stone slabs :

Length = w

Height = h

Thickness = st

Design weight for natural stone slabs : (ds)

Travertine 24000 N/m3

Sandstone 26000 N/m3

Marble & Limestone 27000 N/m3

Granite 28000 N/m3

1

Haz Metal provides services in the design of fixing systems and the preparation of structural calculations.

This service is done in the company technical department using CAD software and SAP engineering programs.

Our technical department receives the necessary technical information of the project in order to propose the most suitable, secure, easy to use and economic fixing systems in accordance with the project criteria. Custom design is also made in accordance with the architec- tural drawings of the project.

Haz Metal provides the necessary technical documentation for submittal to the project officials in order to receive approval for the fixing system elements. The following principles are used in the design and structural calculations for natural stone fixing systems.

35

Design & Calculation Principles

:

Wall Backing

Application Type

Anchors, adjustable arms and pins must be stainless steel grade AISI 304 - 1.4301 (A2) & AISI 316 - 1.4401 (A4).

Horizontal joints

Direct fixing to concreteMin. Projection size 45 mm

RestraintLoad Bearing & Restraint

Load Bearing

Vertical joints

Load Bearing Restraint

The anchoring ground can be concrete, brickwork, filled hollow block or steel structure. Different types of bolts are used for backing. The type of wall backing is taken into consideration to propose suitable bolts for fixing the anchors.

The distance between anchor bolts; A, which is necessary for a full cone ofconcrete to break away, is given by the crater diameter; C, depending on the type of anchor. This diameter is 1.5 to 2.5 times the depth of embedment,D.

C

A

D

Group of Bolts

The anchors carry half the weight of the natural stones labs in horizontal installation. Anchors bear half the weight of the slab above and also act as restraint, holding the slabs below and restraining them against wind pressure and suction.

The load bearing anchors carry the full weight of the natural stone slab in vertical installation. Each anchor bears half the weight of the slab on the right and half the weight of the slab on the left. Restraint anchors hold the slabs below and restrain them against wind pressure and suction.

Load principles

.

Support anchor in horizontal jointVertical load from dead loadFDW =(st x w x h x ds) / 2 (for each anchor)

Support anchor in vertical jointVertical load from dead loadFDW =(st x w x h x ds) / 1 (for each anchor)

wst

Restraint anchor in horizontal joint

FWP = (w x h x qp ) / 2 (for each anchor)FWS = (w x h x qs ) / 2 (for each anchor)

Restraint anchor in vertical joint

FWP = (w x h x qp ) / 2 (for each anchor)FWS = (w x h x qs ) / 2 (for each anchor)

FDW = Dead loadFWP = Wind load at pressure caseFWS = Wind load at suction case

ds = Density of stoneqw =Design wind pressureqs = Design wind suction

t = Thickness of stonew = Width of stoneh = Height of stone

h

DWF

w w

h

DWF

st

w

h

st

WSF WPF/

WSF WPF/

w w

h

st

Material Grade

Product Stainless Steel SteelAISI = W.-Nr. DIN = W.-Nr.

304 = 1.4301316 = 1.4401316Ti = 1.4571

304 = 1.4301316 = 1.4401

St 37-2 = 1.0037

St 44-2 = 1.0044

DIN 933(A2/50-A2/70)(A4/50-A4/70)

DIN 934 & DIN 439(A2/50-A2/70)(A4/50-A4/70)

Electro galv. St 37Strength class 4.6/88

Hexagon Nuts

Bolts

Channels

Anchors

521 NID TS 521 NIDsrehsaW

Hot dip galv.

Hot dip galv.

Recommended raw materialspecifications for fixingsystems is shown in thefollowing table.

Electro galv. St 37Strength class 8

Vertical (Dead Load) and Horizontal (Wind Load) loads are determined according to the following diagram. The following principle is applied before designing a fixing system.

Indirect fixing to channelsMin. Projection size 90 mm

Direct fixing to concreteMin. Projection size 45 mm

Indirect fixing to channelsMin. Projection size 90 mm

Not Advisable

36

Referances

37

Project : Conference Palace Hotel - Abu Dhabi

Contractor : Turner Construction

Installation Area : 160.000 m 2

Project : Sabanci University - Istanbul

Contractor : Koray Construction


Project : Bibliotheca Alexandria Library - Alexandria

Contractor : Balfour Beatty and Arab Contractors JV


Project : Al Nahyan Mosque - Abu Dhabi

Contractor : Six Construct International


Project : Museum of Islamic Arts - Doha

Contractor : Baytur Construction


Project : Is Bank Towers - Istanbul

Contractor : Tepe Construction


Project: Admo Apco

Location: Abu DhabiProject: Emirates Towers

Location: Dubai

Project: Fairmont Hotel

Location: DubaiProject: Zadgo Gasco

Location: Abu Dhabi

Project: Trade Center

Location: Abu Dhabi

References

38

Project: Demir Bank

Location: Istanbul

Project: Yapi Kredi HQ

Location: Istanbul

Project: Zorlu Holding HQ

Location: Istanbul

Project: Istek vakfi Towers

Location: Istanbul

Project: Tekfen tower

Location: Istanbul

Project: Garanti bank HQ

Location: Istanbul

Project: American Embassy

Location: Istanbul


Location: Kingston


Location: Astana


Location: Yerevan

Project: Usadba center

Location: Moscow

Project: Tax office

Location: Moscow

Project: Lazurnaya H.

Location: Sochi

Project: Gasprom HQ

Location: Moscow

Project: River side H.

Location: Moscow

Project: Ritz carlton H.

Location: Moscow

Project: Hilton Hotel

Location: Jeddah

Project: Kingdom trade

Location: Riyadh

Project: Medinah R.

Location: Jeddah

Project: Four seasons H.

Location: Cairo

Project: The Fund

Location: Abu Dhabi

Project: Mauritius H.

Location: Mauritius

Technical Information Sheet

Haz Metal Sanayi ve Ticaret A.Ş.

Akçay sanayi bölgesi. Şehitler Er Ali Çıracı caddesi No.8

31200 İskenderun, Hatay. Türkiye

Tel: +90 (0326) 626 20 50 Fax: +90 (0326) 626 20 45

[email protected] / www.hazmetal.com

Haz Pazarlama Sanayi ve Tİcaret A.Ş.

Sarıkanarya sokak Ece apartmanı No8/1B Kozyatağı

34742 Kadıköy, Istanbul. Türkiye

Tel: +90 (0216) 410 72 26 Fax: +90 (0216) 410 71 41

[email protected] / www.hazpazarlama.com

It is our objective to gather the necessary information about your project to design and propose the most suitable, secure,

easy to use and economic fixing system for your requirement.

In order for our technical department to properly respond to your requirement we kindly ask you to fill in the form below.

:tcatnoC:ynapmoC.1

:eman tcejorP

:liam.E:oN xaF :oN leT

2. Stone Dimensions : a.) Thickness: mm Height: mm Width: mm

b.) Thickness: mm Height: mm Width: mm

c.) Thickness: mm Height: mm Width: mm

d.) Thickness: mm Height: mm Width: mm

3. Stone type: Granite, Marble - Volume = 28 KN / m3

Limestone - Volume = 27 KN / m3

Sand stone - Volume = 26 KN / m3

Travertine - Volume = 24 KN / m3

gnotY )cyrnosaM )betercnoC )a :epyT llaW .4

d) Other

mmretnec enots ot llaw morf ecnatsiD )a:noitcejorP .5

mmssenkciht noitalosI )b

mmenots dniheb ecaps – ytivaC )c

6. Application: a) Vertical joints

b) Horizontal joints

7. Wind load: a.) / N/ m2 b.) City

8. Façade height: M

9. Floor level height: M

10. Lintel distance: M

11. Installation area: a) Internal M2

b) External M2

12. Material grade: a) Anchors

b) Channel system

AISI 304 (A2) AISI 316 (A4) Galv ST37

13. Drawings: a) Plan

b) Elevation

c) Section

14. Calculation standard: a) DIN standard.

b) BS standard

c) ASTM standard

d) According to mill certificate

e) Other

15. Safety Factor :

16. Notes :

39

innovation and are regarded as the

one to follow. HAZ METAL fixing systems of

today become the standard of tomorrow.

HAZ METAL combines the very latest inter-

national technology with its own research and

development team to establish a technical

excellence within the industry.

HAZ METAL readily embraces the responsibi-

lity of a major producer and share its exper-

tise with problem solving solutions.

Always at the forefront of

fixing technology, HAZ METAL

has earned a reputation as

the leaders in fixing systems

HAZ MARBLE INDUSTRY & TRADE LLC

First Gulf Building Corniche Street

2nd Floor, Flat no: 202 P.O. Box 5721

Abu Dhabi / United Arab Emirates

Tel: +971 (0) 2 622 07 00

Fax: +971 (0) 2 622 17 00

[email protected]

HAZ METAL DEUTSCHLAND GmbH

Leonhard Karl Strasse 29

97877 Wertheim / Germany

Tel: +49 (0) 9342 93590

Fax: +49 (0) 9342 935929

www.hazmetal.de

[email protected]

HAZ MARBLE QATAR WLL

P.O.BOX 31296 C-Ring road

Doha / Qatar

Tel: +974 (0) 467 26 49

Fax: +974 (0) 467 47 49

[email protected]

HAZ RUS

Tversakaya Street 10

Korpus 2

Moscow 125009

HAZ INTERNATIONAL Ltd

154 Great North Road Hatfield

Herts. AL9 5JN England

Tel: +44 (0)1707 - 260 180

Fax: +44 (0)1707 -260 190

www.hazuk.co.uk

[email protected]

HAZ PAZARLAMA İÇ & DIŞ TİC. A.Ş.

Sarıkanarya sok. Ece apt. No:8/b

Kozyatağı mah. 34742 Kadıköy

İstanbul / Türkiye

Tel: +90 (0) 216 410 72 26

Fax: +90 (0) 216 410 71 41

[email protected]

HAZ METAL SANAYİ VE TİCARET A.Ş.

Şehit er çıracı caddesi no 10

Akçay Sanayi bolgesi 31200 İskenderun

Hatay / Türkiye

Tel: +90 (0) 326 626 20 50

Fax: +90 (0) 326 626 20 45

www.hazmetal.com

[email protected]

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