00 Front cover alternative · HZ Z Anchor Fixing System AXO Body Anchor Fixing HA L Anchor Fixing...
Transcript of 00 Front cover alternative · HZ Z Anchor Fixing System AXO Body Anchor Fixing HA L Anchor Fixing...
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.
•
• Fixing to concrete with bolts.
• Projection sizes up to 260mm.
• Recommended for loads up to 1300
N.
• Optimum static perfomance.
• Three dimensional adjustability.
• Fixing to concrete with bolts.
• 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
Installation at horizontal joints
Load Bearing& Restraint
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
Installation at vertical joints
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
TB TB TB TB TB TB TB
TB TB TB TB TB TB TB
TB TB TB TB TB TB TB
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
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)
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
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)
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
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)
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
Load Bearing &Restraint
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;
Load Bearing& Restraint
AXO Body Anchor Fixing SystemsInstallation details
10
Installation at horizontal joints
Installation at vertical joints
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
slab is transferred to the load bearing
anchors.
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.
TA
TB
TC
TB
TC
Restraint
Load Bearing& Restraint
Load Bearing
a
a
TA
TD
TE
TB
a
a
Restraint
Load Bearing& 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
TB TB TB TB TB TB TB
TB TB TB TB TB TB TB
TB TB TB TB TB TB TB
TB TB TB TB TB TB TB
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
Load Capacity (x10 Kg)
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
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Table below is prepared according to DIN 18516 standard.
x
For anchoring intoconcrete ≥ B 25
Shape C Shape D
• Other sizes are available for production upon request.
• Bolts are provided separately.
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
• 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.
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
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)
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
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)
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
• Suitable for concrete walls.
Recommended projection sizes up to
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.
• Anchors act as load bearing and
restraint, carrying the slabs above and
restraining the slabs below.
• Suitable for concrete walls.
Recommended projection sizes up to
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.
• Anchors act as load bearing and
restraint, carrying the slabs above and
restraining the slabs below.
Load Bearing &Restraint
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.
Installation at horizontal joints
Installation at horizontal joints
Fdw/2 Fdw/2
Installation at horizontal joints;
Load Bearing& Restraint
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.
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
Section a-aElevation view Installation details
Section a-aElevation view Installation details
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
Product Code Description
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
• Other sizes are available for production upon request.
Fws/Fwp
Ø
L
Cement Grout
Plastic Tube
Load Bearing
Restraining
E.b.
T
St St > 20mm
Fdw
K
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Table below is prepared according to DIN 18516 standard.
• Bolts are provided separately.
For anchoring intoconcrete ≥ B 25
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.
• Bolts are provided separately.
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
Load Bearing &Restraint
Load Bearing &Restraint
Fdw/2 Fdw/2
Fdw/1 Fdw/1
HSD Mortar Anchor Fixing SystemsIntroduction
17
Fdw/2 Fdw/2
HSD Mortar Anchor Fixing SystemsIntroduction
18
Installation at horizontal joints
Installation at vertical joints
Fdw/2 Fdw/2
Installation at horizontal joints;
Load Bearing& Restraint
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
Installation at vertical joints;
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.
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
Section a-aElevation view Installation details
Restraint
Load Bearing& Restraint
Load Bearing
Restraint
Load Bearing
Load Bearing & Restraint
C
Shape BShape A
Product Code Description
HSD04 - 35 2 A
Shape
Load Capacity (x10 Kg)
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.
• Other sizes are available for production upon request.
L1
L
Fws/Fwp
Ø
BØ
T
3
3
Cement Grout
Plastic Tube
Load Bearing
Restraining
T
Fdw
K
St St=20-50 mm
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Table below is prepared according to DIN 18516 standard.
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.
• Other sizes are available for production upon request.
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
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 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
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 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
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)
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
Installation at horizontal joints
Installation at vertical joints
A
B
C
A
C
B
A
B
C
D
E
E
E
C
E
C
D
Fdw/2 Fdw/2
Installation at horizontal joints;
Load Bearing& Restraint
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
Installation at vertical joints;
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
BUG MortarAnchor
HG Restraint Anchor
BUN Mortar Anchor
Isolation
Wall
Anchor set
Stone slab
Anchor bodyPlastic tubeFlanged pin
123
Section a-aElevation view Installation details
Restraint
Load Bearing
Load Bearing
Section a-aElevation view Installation details
Restraint
Load Bearing
Load Bearing & restraint
BUN Mortar AnchorTechnical Details
23
L
BØ
Z
Fdw
K
T
Load bearing
Cement grout
Plastic tube
St
• Other sizes are available for production upon request.
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
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).• Table below is prepared according to DIN 18516 standard.
(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
• 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.
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
K (mm) K - (mm) K + (mm) Fwp (N) Fws (N) L1 (mm) Ø (mm) BØ (mm) T (mm)
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
K (mm) K - (mm) K + (mm) Fwp (N) Fws (N) L1 (mm) Ø (mm) BØ (mm) T (mm)
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
Installation at vertical joints
Installation at horizontal joints
Installation at vertical joints
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
Dimens ions X-X Axis Y-Y AxisP roduct code
T echnical details
Thickness W idth Height IXX (cm4) ZX (cm3) X (mm) IYY (cm4) ZY (cm3) Y (mm)
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
Dimens ions X-X Axis Y-Y AxisP roduct code
T echnical details
HMPL L Channel
Thickness W idth Height IXX (cm4) ZX (cm3) X (mm) IYY (cm4) ZY (cm3) Y (mm)
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
Dimens ions X-X Axis Y-Y AxisP roduct code
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.
HCSP2 Channel Support
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.
HCSP3 Channel Support
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
HCSP4 Channel Support
T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) S Ø2 (mm) S L2 (mm)
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
Thickness W idth Height F ormingS lot Hole
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
Thickness W idth Height F orming S lot Hole DiaS lot Hole
Length
Hole
Dia.
HCRS2 Channel Restraint
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
Thickness W idth Height F orming S lot Hole DiaS lot Hole
Length
Thr.R od
M.S ize
HCRS3 Channel Restraint
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
Thickness W idth Height F ormingS lot Hole
Dia.
S lot Hole
Length
S lot Hole
Dia.
S lot Hole
Length
HCRS4 Channel Restraint
T (mm) W (mm) H (mm) F (mm) S Ø (mm) S L ( mm) S Ø2 (mm) S L2 (mm)
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
Thickness W idth Height F ormingS lot Hole
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
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).
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.
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and electro galvanized ST37 mild steel.
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and electro galvanized ST37 mild steel.
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4) and electro galvanized ST37 mild steel.
• Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4).
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
:
PROJECT NAME : DECKER NATURSTEIN
ALL MATERIALS STAINLESS STEEL GRADE AISI 304
1
HCSP04-50(RESTRAIN CONSOLE)
FIXING SYSTEMSHAZ METAL
H A Z
1
: D.6.T03-00 / 14
:
PROJECT NAME : DECKER NATURSTEIN
ALL MATERIALS STAINLESS STEEL GRADE AISI 304
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
ALL MATERIALS STAINLESS STEEL GRADE AISI 304
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
FIXING SYSTEMSHAZ METAL
FIXING SYSTEMSHAZ METAL
FIXING SYSTEMSHAZ METAL
FIXING SYSTEMSHAZ METAL
: D.6.T03-00 / 14PROJECT NAME : DECKER NATURSTEIN
ALL MATERIALS STAINLESS STEEL GRADE AISI 304
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 cal- culations.
This service is done in the company technical department using CAD software and SAP engineering programs.
Our technical department receives the necessary technical informa- tion 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
Installation Area : 30.000 m 2
Project : Bibliotheca Alexandria Library - Alexandria
Contractor : Balfour Beatty and Arab Contractors JV
Installation Area : 40.000 m 2
Project : Al Nahyan Mosque - Abu Dhabi
Contractor : Six Construct International
Installation Area : 145.000 m 2
Project : Museum of Islamic Arts - Doha
Contractor : Baytur Construction
Installation Area : 62.500 m 2
Project : Is Bank Towers - Istanbul
Contractor : Tepe Construction
Installation Area : 45.000 m 2
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
Project: American Embassy
Location: Kingston
Project: American Embassy
Location: Astana
Project: American Embassy
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
HAZ METAL DEUTSCHLAND GmbH
Leonhard Karl Strasse 29
97877 Wertheim / Germany
Tel: +49 (0) 9342 93590
Fax: +49 (0) 9342 935929
www.hazmetal.de
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
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
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
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