haz metal do galt as

Natural Stone Fixing SystemsProduct Catalogue

Your Fixing Systems Specialist

Contents

Company Prole 1-2Natural stone xing system overview 3-4Design Principles 5-6HZ Z Anchor Fixing System Introduction 7 Installation detail 8 HZ01 technical details 9 HZ02 technical details 10 HZ05 technical details 11 HRS1 technical details 12 HZ02-S technical details 13 Special Z Anchors 14AXO Body Anchor Fixing Systems Introduction 15 Installation detail 16 BA technical details 17 AXO1&2 technical details 18 AXO3 technical details 19 AXO4 technical details 20 HRS3 technical details 21 Special Body Anchors 22HA L Anchor Fixing Systems Introduction 23 Installation detail 24 HA01 technical details 25 HA02&HA03 technical details 26 HA04&HA05 technical details 27 Special L Anchors 28HDM Mortar Anchor Fixing Systems Introduction 29 Installation detail 30 BUN & BUG technical details 31 BTN & BTG technical details 32 MTN & MTG technical details 33 HN & HG technical details 34HSD Mortar Anchor Fixing Systems Introduction 35 HRD01 technical details 35 HSD anchor technical details 36HMP Sub Channel Systems Introduction 37 Installation detail 38 ATS channel system introduction 39 HMP channel technical details 40 HCSP channel restraint technical details 41 HCRS channel restraint technical details 42 HMP Sub Channel Systems examples 43 Special Sub Channel Systems 44Heavy Duty Fixing Systems 45Aluminium Channel Systems 46HCA Corner Anchors 47HAZ Accessories 48HB Expansion Bolts HB01, HB03 & HB05 technical details 49 HB06, HB07 & HB09 technical details 50References 51-52Eurocode Concept Design 53Technical Information Sheet 54

HAZ Metal Sanayi ve Ticaret A.S. All rights reserved. March 2011

Natural Stone Fixing Systems - Overview

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Introduction

HAZ Metal is located in Iskenderun, in the southern part of Turkey, based in the company owned property, with an area of 17.000 square meters. The company provides services in the design and production of stainless steel fixing systems for natural stone installation and a variety of products used in construction.

The companys objective is to assist and advise its clients in choos- ing the most suitable fixing systems for their requirements and to provide them with quality production and supply with timely deliveries.

HAZ Metal has dedicated itself to supplying its clients with easy to use, secure and economical fixing systems. Along with this principle, HAZ Metal has organized a technical department to design and produce fixing systems in accordance with international standards.

HAZ Metal has 200 employees working both in Turkey and in foreign branches. Along with a sales office in Istanbul, Turkey, there are HAZ branches in the United Arab Emirates, Germany, the United Kingdom, Russia, Qatar, Egypt and Singapore. With this network, HAZ Metal reaches out closer to their clients, to provide better services to meet local requirements.

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 to its clients. The company enjoys serving the sector and works hard to constantly improve and develop its services.

Mission Statement

To design and produce products that exactly meet the expectations of our clients and provide them with technical service in order to assist them with their requirements. Our objective is to propose the most secure, economical and easy to use fixing systems to satisfy our clients.

Product Range

HAZ Metal started producing fixing systems in 1993. Today, the company has the technical know how and technology to produce all types of natural stone fixing systems used for ventilated stone facades. Production of a variety of fixing systems such as channels, cast-in channels, masonry support anchors and expansion bolts is also available.

Sub channel systems. Cast in channel systems. Framing systems. Masonry support systems. Structural Building components. Expansion bolts. Various contruction accessories.

Standard and customized production is made to meet the special application requirements. Products are produced from stainless steel and galvanized steel raw material. Stainless steel grade 1.4301 (AISI304) & 1.4401 (AISI 316) and galvanized mild steel are used in the production of fixing systems.

Company Profile


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Technical Service

HAZ Metal provides services in the design of xing systems and preparation of structural calculations. This service is done in the company technical department using CAD software and SAP engineering programs.

The companys technical staff consists of experienced engineers who are competent in the eld. Our engineers provide services in design, anchor positioning, preparation of shop drawings and scheduling.

The technical department receives the necessary technical information of the project in order to design the most suitable, secure, easy to use and economical fixing systems in accordance with the project criteria. Custom design and production is also made after receiving detailed architectural drawings of the project.

HAZ Metal provides the necessary documentation and structural calculation reports for submittal in order to approve the designed xing systems.

Quality Standards

HAZ Metal implements internationally recognised standards in the design and production of xing systems. Product design and produc-tion is strictly controlled within the specications of these standards. All products are designed and produced by its personnel, applying the latest production methods with modern machinery. In order to guarantee outstanding quality to their clients, HAZ Metal has established a testing laboratory at the factory, to inspect materials during each stage of production.

Production Capacity

With approximately 10.000 sqm of production halls, HAZ Metal is equipped with 120 work stations and has a monthly production capacity of more than 500 tons.

Throughout the years, production techniques and methods have been improved to achieve higher quality and productivity. HAZ Metal today implements modern technology in the production of xing systems in order to meet the requirements of the industry.

The factory is equipped with a coil slitting machine, channel roll formers, press breaks, eccentric presses, automated end part formers, thread rolling machines, cold forge bolt makers and various production units. There is also an in house electro galvanizing unit where 12 micro thick zinc coating on mild steel is made. Hot dip galvanizing with over 50 micro thick zinc coating is made by prequalied sources outside the factory.

Emphasis has also been given to automation in which faster production and lower costs are achieved by higher efciency. HAZ Metal is able to desing and build apparatus and progressive dies in order speed up production.

The presence of a work shop with the capability of preparing and maintaining the required moulding and tooling, provides exible production. The quick preparation, maintenance, alteration and adjustment of machines and toolings are made without interrupting the production process which leads to saving time and costs. This enables fast and exible production to supply projects of any size.



Fixing systems need to accommodate all types of backing walls whether they are concrete walls, block work & masonry walls or steel structures.

The following points are taken into consideration when designing a xing system for natural stone installation.

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 seismic loads. Design criteria of the project.

HAZ Metal proposes and specially designs xing systems according to individual projects requirements.

Direct xing to concrete walls with bolts

Fixing to concrete with bolt anchors using expansion bolts. Insulation is cut at each anchoring point.

Direct xing to concrete or masonry walls with mortar

Fixing to concrete with mortar anchors using mortar. Insulation is drilled at each anchoring point.

Indirect xing to load bearing beams with channel system

Fixing to sub channel structure supported to load bearing beams. Insulation is cut at each anchoring point.

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 800N. Installation at horizontal or vertical joints. Three dimensional adjustability.

Fixing to concrete with bolts. Projection sizes up to 260 mm. Recommended for loads up to 1300 N. Installation at horizontal or vertical joints. Optimum static performance. Three dimensional adjustability.

Fixing to concrete with bolts. Can be used for 50 mm and larger stone thicknesses. Various types to enable adjustability. Installation at horizontal joints only.

Fixing to masonry with mortar. Various types to t a range of loads and projection sizes. Installation at horizontal or vertical joints. Three dimensional adjustability.

Fixing to sub channel structure which is attached to load bearing beams. High load bearing capability to t projection sizes up to 360 mm. Greater projection sizes are achieved with special design. Fully adjustable and allows fast installation.

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HAZ Metal is known as a high quality and reliable service provider for the design and supply of xing systems in the construction industry. Major projects have been successfully supplied with HAZ Metal xing systems. The main advantage of HAZ Metal is the ability to custom design xing systems and provide fast production to meet the time restraint requirements of projects. The design and supply is done in accordance with international standards and more importantly withour customers expectations.

Application examples for bolt anchorsAnchors are xed on to load bearing walls with expansion bolts.

To fasten anchors on to isolated walls, the isolation must be cut rst. After fastening, the cut out isolation piece must be inserted back, and the isolation parts must be sealed in order to reduce cold bridging.

Application examples of prole systemsThe channels are fastened to channel supports which are xed with expansion bolts to oor beams. Natural stone panels are xed with anchors which are xed to channels with hex. bolt sets. This system allows installation to be independent from the wall. Low anchoring points allows faster installation and reduces cold bridging.


Design Principles

St w

h

Design & Calculation StandardsHAZ Metal provides services in the design of xing 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 economical xing systems in accordance with the project criteria. Custom design is also made in accordance with the architectural drawings of the project.

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

Design FactorsThe following design factors are considered

Wall Structure :ICStK

= Thickness of insulation= Cavity= Thickness of stone= Projection

Structure - edge spacing Minimum distance from the corner of the slab to the pin centre should be 2.5 times the slab thickness.

The minimum pin centre distance to the edge of slab at the surface should be 15mm.

The most secure method is to arrange the distance of the drilled pin hole centre from the edge of the slab at 1/4 the size of the slab.

Applied Loads - (Actions)The following applied loads are considered;

Dead loads : Weight of natural stone slabs is determined Fdw=h(m)xw(m)xst(m)ds(KN/m3) Fdw is multiplied with 1.35 safety factor.

Wind loads : The max. speed is; vs. The value of the dynamic pressure of the wind is q=k. Vs2 The max. design pressure is; wp=cp.Q The max. design suction is; ws=cs.Q ws=0.7.Q (normal) ws=2.0.Q (edge) wp & ws are multiplied with 1.50 safety factor

Thermal loading : The following temperature is considered Range on the stone; Tmin C < t C < tmax C The max. thermal loading in the stone is; t=tmax - tmin The max. thermal expansion for stone slab is; l=.t.L

Natural Stone MaterialDimensions of natural stone slabs : Design weight for natural stone

slabs : (ds)LengthHeightThickness

= w=h=st

TravertineSandstoneMarble&LimestoneGranite

24000 N/m3

26000 N/m3

27000 N/m3

28000 N/m3

Anchor Pins Anchor pins are inserted into the drilled holes on the edge of the slab from four points.

Drilled holes should be aprox. 3 mm wider than the pin diameter and minimum 25 mm in length.

Minimum 2 mm space should be left between the slab below and the bottom edge of the adjustable arm.

A plastic tube is inserted on the slabs below to absorb wind loads.

Reference is made to the following standards:British Standards;BS 8298EN 10088-2BS 6105BS 5950BS 6399Part2BS 970 Part 3 1991, MGerman Standards;DIN 1045DIN 1053DIN 1055DIN 4114DIN 18 516DIN 18 800DIN 18 801American Standards;ASTM A 276ASTM 666

Uniform Building Code & International Building CodeEurocodesEN 1990 - 1999

Design and installation of natural stone cladding.Steel plates, sheets and strips stainless and heat resisting.Corrosion resistant stainless steel fasteners.Structural use of steel work in building.Wind loads.Mechanical properties for stainless steel.

Concrete and reinforced concrete, design and dimensioning.Masonry, design and dimensioning.Design loads for buildings.Steel construction, stability cases.Cladding for external walls.Steel structures, design and dimensioning.Steel framed structures.

Standard specication for stainless steel bars and shapes.Standard specication for annealed or cold worked aus-tenitic stainless steel sheets.

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from

Design Principles

Wall BackingThe anchoring ground can be concrete, brickwork, lled 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 xing the anchors.

Group of BoltsThe distance between anchor bolts; A, which is necessary for a full cone of concrete 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.

Application TypeHorizontal JointsThe anchors carry half the weight of the natural stone slabs 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.

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

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

Restraint anchor in horizontal jointFWP = (w x h x qp) / 2 ( for each anchor)FWS = (w x h x qs) / 2 ( for each anchor)

FDW =FWP =FWS =

Dead loadWind load at pressure caseWind load at suction case

ds =qw =qs =

Denstiy of stoneDesign wind pressureDesign wind suction

t =w =h =

Thickness of stoneWidth of stoneHeight of stone

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

Restraint anchor in vertical jointFWP = (w x h x qp) / 2 ( for each anchor)FWS = (w x h x qs) / 2 ( for each anchor)

Load Bearing & RestraintRestraint

Direct xing to concreteMin. Projection size 45 mm

Indirect xing to channelsMin. Projection size 90 mm.

Load Bearing

Vertical JointsThe 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 Bearing& Restraint

Restraint

Direct xing to concreteMin. Projection size 45 mm

Indirect xing to channelsMin. Projection size 90 mm.

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

Recommended material specications for xing systems are shown in the following table.

PRODUCT

Anchors

Channels

Bolts

Hexagon Nuts

Washers

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

304316316Ti

===

1.43011.44011.4571

304316

==

1.43011.4401

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

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

DIN 125

Not Advisable

Hot dip galv.Hot dip galv.

St 37-2 = 1.0037St 44-2 = 1.0044

Electro galv. St 37Strength class 4.6/8.8

Electro galv. St 37Strength class 8

ST DIN 125

| 6Your Fixing Systems Specialist

HZ Z Anchor Fixing Systems - Technical Details

Direct xing into concrete walls with expansion bolts. Indirect xing into sub channel system with hex bolts. Three dimensional adjustability - Quick and easy xing. 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 riveted nut

HZ07Soft Anchor

HZ08 Z AnchorFor large projections

HRS1 Restraint Anchor

Three dimensional adjustability

1) Vertical adjustment is provided by the slotted hole. The anchor is xed on to the bolt with the serrated washer at the desired level.

2) Adjustment of the projection size is provided by rotating the adjustable arm. The adjustable arm is locked with the hexagon nut.

3) Adjustment of the anchor left and right is provided by sliding the body up to 15 degrees side ways.

Installation at horizontal joints Installation at vertical joints

Load Bearing &Restraint Restraint

LoadBearing

Suitable for concrete walls. Anchors are xed 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 on 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.

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HZ Z Anchor Fixing Systems - Installation Detail

A

A

Section A-A

Insulation

Wall

Anchor set

Stone slab

1- Through bolt

2- Anchor body

3- Serrated washer

4- Round washer

5- Hex nut for through bolt

6- Hex nut for adjustable arm

7- Adjustable arm

8- Plastic tube

9- Flanged pin

Adjustable armVariations

Shape A

Shape C

Shape E

Shape F

Shape H

Shape J

Shape K

Installation at horizontal joints


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.

Installation at vertical joints

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.

Restraint

LoadBearing



HZ02 Z Anchor

HZ02 Z Anchor

HRS01 Z RestraintAnchor

Elevation view Section a-a Installation details

Restraint


Load Bearing


Restraint

Load Bearing



HZ01 Z Anchor - Technical Details

ProductCode

Technical Details

Projec-tion

Min.Projec-

tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)HZ01-452HZ01-552HZ01-752HZ01-952HZ01-553HZ01-753HZ01-953HZ01-1153HZ01-554HZ01-754HZ01-954HZ01-1154HZ01-755HZ01-955HZ01-1155HZ01-1355

45557595557595

115557595

1157595

115135

40506080506080

100506080

1006080

100120

607090

1107090

1101307090

11013090

110130150

10204060204060801020406020406080

200

300

400

500

312

468

624

780

219

328

437

546

M8X80

M8X80

M10X90

M10X90

5

5

5

5

M10

M10

M12

M12

3.5

3.5

4.5

4.5

60607070607070707080808080808080

E.b.

TFws/Fwp

M

F

EAL

St

K

Fdw

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to DIN 18516 standards. Loads stated are working resistance loads. Other sizes are available for production upon request. Bolts are provided separately. Structural calculation reports are available upon order.

HZ01 Z Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws

Projection sizes between 45 and 135 mm Suitable for horizontal & vertical joints

Loads up to 500 N Stone thicknesses 20-50 mm

Product code description

HZ01 - 45 2 AShapeDead Load (x10 Kg)Projection (mm)Type

Shape A Shape B Shape C Shape D

Cementgroul

LoadBearing

Restraint

Plastictube

For anchoring intoconcrete C20/25

Drilled hole may berequired for closelyspaced walls.

St=20-50 mm

| 9

HZ02 Z Anchor - Technical Details

ProductCode

Technical Details

Projec-tion

Min.Projec-

tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)HZ02-452HZ02-552HZ02-752HZ02-952HZ02-553HZ02-753HZ02-953HZ02-1153HZ02-554HZ02-754HZ02-954HZ02-1154HZ02-755HZ02-955HZ02-1155HZ02-1355HZ02-756HZ02-956HZ02-1156HZ02-1356HZ02-758HZ02-958HZ02-1158HZ02-1358

45557595557595

115557595

1157595

1151357595

1151357595

115135

40506080506080

100456080

1006080

1001206080

1001206080

100120

607090

1107090

1101307090

11013090

11013015090

11013015090

110130150

102040602040608010204060204060802040608020406080

200

300

400

500

600

800

312

468

624

780

936

1235

219

328

437

546

655

865

M8X80

M8X80

M8X80

M8X80

M10X90

M10X90

5

5

5

5

6

6

M10

M10

M12

M12

M14

M14

3.5

3.5

4.5

4.5

5.5

5.5

606070706060606070808080808080808080808080808080







Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to DIN 18516 standard. Loads stated are working resistance loads. Other sizes are available for production upon request. Bolts are provided separately. Structural calculation reports are available upon order.

E.b.

TFws/Fwp

M

F

EAL

St

K

Fdw

CementgroulLoad

Bearing

Restraint

Plastictube



St=20-50 mm


Adj. ArmFlat

Thickness

HZ05 Z Anchor - With Riveted Nut - Technical Details

ProductCode

Technical Details

Projec-tion

Min.Projec-

tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)HZ05-452HZ05-552HZ05-752HZ05-952HZ05-553HZ05-753HZ05-953HZ05-1153HZ05-554HZ05-754HZ05-954HZ05-1154HZ05-755HZ05-955HZ05-1155HZ05-1355

45557595557595

115557595

1157595

115135

40506080506080

100506080

1006080

100120

607090

1107090

1101307090

11013090

110130150

10204060204060801020406020406080

200

300

400

500

312

468

624

780

219

328

437

546

M8X80

M8X80

M8X80

M8X80

5

5

5

5

M10

M10

M12

M12

3.5

3.5

4.5

4.5

60606060606060607070808080808080








E.b.

TFws/Fwp

M

F

EAL

St

K

Fdw

CementgroulLoad

Bearing

Restraint

Plastictube



St=20-50 mm

| 11

HRS1 Restraint Anchor - Technical Details

ProductCode

Technical Details

Projec-tion

Min.Projec-

tion

Max.Projec-

tion

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)HRS1-55HRS1-75HRS1-95HRS1-115HRS1-135

557595

115135

HRS1 Restraint Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws




HRS1 - 45 A

ShapeProjection (K mm)Type


536380

100115

7090

110130150

2040606060

312 219 M8X80 5 M8 3

60707090

110


F

Fws/Fwp

K

M

EAL

E.b.

St

T


St=20-50 mm

CementGrout

PlasticTube

Restraint

Available in sizes to t the projection range of all HZ anchors.


HZ02-S Z Anchor- Technical Deatils

ProductCode

Technical Details

Projec-tion

Min.Projec-

tion

Max.Projec-

tion

Dead Load

Offset Wind-Pressure

Wind-Suction

BoltSize

PinDiameter

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)HZ02-S-33010/10HZ02-S-33015/10HZ02-S-33020/10HZ02-S-33025/10HZ02-S-33030/10HZ02-S-33040/10HZ02-S-33050/10HZ02-S-33060/10HZ02-S-33080/10HZ02-S-330100/10HZ02-S-330120/10HZ02-S-43020/12HZ02-S-43040/12HZ02-S-43060/12HZ02-S-43080/12HZ02-S-430100/12HZ02-S-430100/13

4550556065758595

1151351557595

115135155175

4550505060607070707070606080808080

Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to LGA test results. Loads stated are characteristic resistance loads. Bolts are provided separately. Max Wind pressure: 350 N Test results are available upon order.

HZ02-S type Z anchors withstandard sizes. Differenttypes available according todesired method of xation.


HZ02-S - 330 / 10 A

Shape A Shape B

Shape C Shape D

4045505055607080

1001201406080

100120140160

606570758090

10011013015017090

110130150170190

500500500400400400400300300300250500500400300300300

101520253040506080

10012020406080

100100

312

468

219

328

M8x80 5x70

M10

M12

3.5

4.5

E.b.

TFws/Fwp

M

F

EAL

St

K

Fdw

9 mm

25

mm

70

AB

M

F

EA L

M T

LGA TEST REPORTNo : BBW 121 51 21

Date : 15.10.2006

CementGroutLoad

Bearing

Restraint

PlasticTube &

Cement Grout



St=20-50 mm

HZ02-2S Type withoutserration and with plain washer.

HZ05-S Type withriveted nut. Serratedwith serratedwasher.

HZ05-2S Type withriveted nut. Withoutserration and withplain washer.

ShapeAdj. arm M size (mm)Anchor body size (mm)Anchor type

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HZ Z Anchor - Special Applications Details

Special Designs

Z Anchors are xed on sub frame toinstall cornice lining.

Z Anchors are xed on to special steelstructure for cornice parapet installation.

Z Anchors are xed on to special steelstructure for special area installation.

HZ09 Z Anchor - with wedge washer.Required where loads are over 800 N where serrated washersmay not be strong enough for no slip feature.

HZ08 Z Anchor - for large projection sizes.Required for projections over 150 mm.

HZ07 Soft AnchorRequired for installing soft slabs.

M


AXO Body Anchor Fixing Systems - Introduction

Direct xing in to concrete walls with expansion bolts. Indirect xing on to sub channel systems with hex bolts. Three dimensional adjustability - Quick and easy xing. 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.

AXO1Body Anchor

Three dimensional adjustability

1) Vertical adjustment is provided through the body space. The anchor is xed onto the bolt through the wedge washer and the lock washer at the desired level.

Installation at horizontal joints Installation at vertical joints

Restraint LoadBearing

Suitable for concrete walls. Anchors are xed 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 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. 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 design and manufacturing can be made for the requirements of the project.

AXO2Body Anchor

AXO3Body Anchor

AXO4Body Anchor

HRS3Restraint Anchor

Load Bearing &Restraint

2) Adjusting the projection size by simply moving the adjustable arm without rotating. The adjustable arm is safely xed to the anchor body with the lock nut and hex bolt.

3) Adjusting the anchor left and right is provided by sliding the body up to 15 degrees left or right.

| 15

AXO Body Anchor Fixing Systems - Installation Detail

A

A

Section A-A

Insulation

Wall

Anchor set

Stone slab

1- Through bolt

2- Wedge washer

3- Anchor body

4- Lock washer

5- Round washer for through bolt


7- Locking plate

8- Hex bolt

9- Adjustable arm

10- Plastic tube

11- Flanged pin

Adjustable armVariations

Shape A

Shape C

Shape E

Shape F

Shape H

Shape J

Shape K






Restraint

LoadBearing



AXO4Body Anchor

HRS3 Restraint Anchor

AXO4Body Anchor


Restraint


Load Bearing


Restraint

Load Bearing



BA Body Anchor - Technical Details

ProductCode

Technical DetailsProjec-

tionMin.

Projec-tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)BA-609BA-858BA-1207BA-1607

6085

120160

Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to LGA test results. Loads stated are characteristic resistance loads. Bolts are provided separately. Test results are available upon order.

BA Body Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws




BA - 60 9 AShapeDead Load (x10 Kg)Projection (K mm)Type


Cementgroul

LoadBearing

Restraint

Plastictube

BODY 1BODY 2BODY 3BODY 4

XSize

x (mm)

507095

145

75100135175

900800700700

284675

115

1100700650600

770700650600

M8X80 5 M12 4.5

60758585

50

F

TFws/Fwp

M

EAL

Fdw

K

St

Fdw

F

TFws/Fwp

EAL

M

St

E.b.

K

M

x

E.b.

x

St=20-50 mm


Cementgroul

LoadBearing

Restraint

Plastictube

St=20-50 mm


LGA TEST REPORTNo : BBW 0541135-01

Date : 09.05.2005

Body 1607Body 1207

Body 858 Body 609

Optimum static performance & low engineering feature

| 17

AX01Body Anchor

AX02Body Anchor

AXO1 & AXO2 Body Anchor - Technical Details

F

TFws/Fwp

M

EAL

Fdw

K

St

Fdw

F

TFws/Fwp

EAL

M

St

K

M

x

x

E.b.

E.b.

Cementgroul

LoadBearing

Restraint

Plastictube

St=20-50 mm


St=20-50 mm


Cementgroul

LoadBearing

Restraint

Plastictube

ProductCode


tionMin.

Projec-tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)AXO1-705AXO1-1105AXO1-7013AXO1-11013AXO2-1505AXO2-15013

7011070

110150150

Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to DIN 18516 standard. Loads stated are working resistance loads. Other sizes are available for production upon request. Bolts are provided separately. Structural calculations are available upon order.

XSize

x (mm)

55955595

135135

8512585

125165165

20602060

100100

M8X80 5 M12 4.5

Optimum static performance & low engineering.

AXO1 & AXO2 Body Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws




AXO1 - 60 9 AShapeDead Load (x10 Kg)Projection (K mm)Type


M10X90 6 M16 6

M8X80 5 M12 4.5

M10X90 6 M16 6

546

1419

546

1419

780

2028

780

2028

500

1300

500

1300

85

85

85

50

50

50


AXO3 Body Anchor - Technical Details

ProductCode


tionMin.

Projec-tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)AXO3-2005AXO3-2205AXO3-2405AXO3-2605AXO3-2009AXO3-2209AXO3-2409AXO3-2609AXO3-20013AXO3-22013AXO3-24013AXO3-26013

200220240260200220240260200220240260

Material : Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to LGA test results. Loads stated are characteristic resistance loads. Bolts are provided separately. Test results are available upon order.

XSize

x (mm)

180200220240180200220240180200220240

220240260280220240260280220240260280

500

900

155175195215155175195215155175195215

AXO3 Body Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws






780

1430

546

1000

M8X120

M10X130

5

6

M12

M14

4.5

5.5

80

80

75

75

500 2028 1419 M12X145 6 M16 6 80 80

F

TFws/Fwp

EAL

E.b.

M

Fdw

K

St

x

CementGrout

LoadBearing

Restraint

PlasticTube &


St=20-50 mm

| 19

AXO4 Body Anchor - Technical Details

Fws/Fwp M

EAL

F

E.b.

Fdw

K

St

T

x

CementGrout

LoadBearing

Restraint

PlasticTube &


St=20-50 mm

ProductCode


tionMin.

Projec-tion

Max.Projec-

tion

DeadLoad

FormingSize

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fdw (N) F (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)AXO4-1605AXO4-1805AXO4-2005AXO4-2205AXO4-2405AXO4-2605AXO4-1609AXO4-1809AXO4-2009AXO4-2209AXO4-2409AXO4-2609AXO4-16013AXO4-18013AXO4-20013AXO4-22013AXO4-24013AXO4-26013

160180200220240260160180200220240260160180200220240260

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to DIN 18516 standard. Loads stated are working resistance loads. Other sizes are available for production upon request. Bolts are provided separately. Structural calculations are available upon order.

XSize

x (mm)

140160180200220240140160180200220240140160180200220240

180200220240260280180200220240260280180200220240260280

500

900

1300

115135155175195215115135155175195215115135155175195215

AXO4 Body Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws






780

1430

2028

546

1000

1419

M8X120

M10X130

M12X145

5

6

6

M12

M14

M16

4.5

5.5

6

100

100

100

75

75

80


HRS3 Restraint Anchor - Technical Details

HRS3 Restraint Anchor Load bearing & restraint Three dimensional adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws




HRS03 - 60 A

ShapeProjection (Kmm)Type


T

E.b.

F

Fws/Fwp

EAL

M

K

St

x

CementGrout

Restraint

PlasticTube &


St=20-50 mm

ProductCode

Technical Details

Projec-tion

Min.Projec-

tion

Max.Projec-

tion

Wind-Pressure

Wind-Suction

ExpansionBolt Size

PinSize

Adj. ArmMetric

Size

Adj. ArmFlat

Thickness

Adj. ArmLength

K (mm) K - (mm) K + (mm) Fwp (N) Fws (N) E.b. (mm) (mm) M (mm) T (mm) EAL (mm)HRS03-60HRS03-80HRS03-100HRS03-120HRS03-140HRS03-160HRS03-180HRS03-200HRS03-220HRS03-240HRS03-260

6080

100120140160180200220240260

6585

100120140160170190210220240

406080

100120140160180200220240

80100120140160180200220240260280

25

32

40

50

2028

FormingSize

F (mm)

XSize

x (mm)

1419 M8X80 5 M8 3 30

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to DIN 18516 standard. Loads stated are working resistance loads. Other sizes are available for production upon request. Bolts are provided separately. Structural calcultion reports are available upon order.

Available in sizes to t the projection range of all AXO anchors.

| 21

AXO Body Anchor - Special Application Details

Special Designs

Body anchors are used for stone installation around columns.

Body anchors are used to form an oval column in natural stone.

Body anchors used for installation of parapet area.

t:5mm

t:5mm

Body anchor with welded plate and riveted nut. A feature of HZ05 which is chosen for the ne adjustment of the projection by spinning or rotating the riveted nut while pins are set on the stone.

Body anchor with welded shims and HB09 execution. With this type of anchor, stone panels are supported from the rear surface using HB09 bolts instead of from the edges using pins.

Body anchor with welded plate with two pins. Used for stone installation with single anchor. This type used for installation of reveals with maximum width of 25 cm.


HA L Anchor Fixing Systems - Introduction

Direct xing into concrete walls with expansion bolts. Indirect xing onto sub channel system with hex bolts. Economical & easy xing. Installation at horizontal joints. Adjustability provided through adjustable plates and slot pin holes.

HA01 L Anchor HA02 L AnchorDouble pin

HA03 L AnchorWith Kerf

HA04 L AnchorWith Adjustable plate

HA05 L AnchorWith Adj. Plate& Welded Tie

Adjustability

1. Vertical adjustment is made through the slot hole. The anchor is xed on to the bolt with the serrated washer and nut.

2. A slot pin hole can be provided to enable lateral adjustment 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


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.

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 edgesof 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 to180 mm. Slabs are pinned from the bottom and upper sides. Adjustability of the projection size is enabled with the adjustable plate, which is xed to the body with hex bolts. Anchors act as load bearing and restraint, carrying the slabs above and restraining the slabs below.

HA01 L Anchors HA03 L Anchors HA04 L Anchors

| 23

HA L Anchor Fixing Systems - Installation Detail

A

A

Section A-A

Insulation

Wall

Anchor set

Stone slab

1- Through bolt

2- Anchor body

3- Serrated washer

4- Round washer for through bolt


6- Plastic tube

7- Flanged pin






HA01L Anchor

Elevation view Section A-A Installation details


HA04L Anchor


HA01 L Anchor - Technical Details

Fws/Fwp

L

E.b.

T

St

Fdw

K

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table above is prepared according to DIN 18516 standard. Loads stated are working resistance loads.

HRS3 Restraint Anchor Load bearing & restraint Limited adjustability Fastened on to load bearing walls with expansion bolts and on to channels with set screws

Projection sizes between 30 and 35 mm Suitable for horizontal

Loads up to 400 N Stone thicknesses above 20 mm

Product code description Shape A Shape B Shape C

Cement Grout


St=20-50 mm

Load Bearing

Restraining

Plastic Tube

Other sizes are available for production upon request. Bolts are provided separately. Structural calculation reports are available upon order.

ProductCode

Technical Details

Projection Dead Load WindPressure

WindSuction

Bolt Size PinDiameter

AnchorLength

K (mm) Fdw (N) Fwp (N) Fws (N) E.b. (mm) (mm) L (mm)HA01-301HA01-351HA01-401HA01-451HA01-501HA01-551HA01-302HA01-352HA01-402HA01-452HA01-502HA01-552HA01-303HA01-353HA01-403HA01-453HA01-503HA01-553HA01-304HA01-354HA01-404HA01-454HA01-504HA01-554

303540455055303540455055303540455055303540455055

AnchorThickness

T (mm)

100

200

300

400

156

312

468

624

110

219

328

437

M8X80

M8X80

M8X80

M8X80

4

4

5

5

364146515661384348535863384348535863384348535863

2

2.5

3

4

3

4

3

4

HAO1 - 30 1 AShapeDead Load (x10 Kg)Projection (K mm)Type

| 25

HA02 & HA03 L Anchor - Technical Details

E.b.

Fws/Fwp

L

T

St

Fdw

K

ProductCode

Technical Details


WindSuction


AnchorLength

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

AnchorThickness

T (mm)

HA02-302HA02-352HA02-402HA02-452HA02-502HA02-552HA02-304HA02-354HA02-404HA02-454HA02-504HA02-554

303540455055303540455055

384348535863384348535863

200

400

312

624

219

437

M8X80

M8X80

4

6

3

4

Cement Grout


St=20-50 mm

Load Bearing

Restraining

Plastic Tube

HA02 L Anchor Load bearing & restraint. Projection sizes between 30 and 55 mm. Loads up to 400 N. Suitable for horizontal joints. Stone thicknesses above 20mm. Fastened on walls with expansion bolts. Stone installation is made with a single anchor on each side.


Shape A

Shape B

Shape C

E.b.

Fws/Fwp

L

T

St

Fdw

K

ProductCode

Technical Details


WindSuction


AnchorLength

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

AnchorThickness

T (mm)

HA03-302HA03-352HA03-402HA03-452HA03-502HA03-552HA03-304HA03-354HA03-404HA03-454HA03-504HA03-554

303540455055303540455055

323742475257323742475257

200

400

312

624

219

437

M8X80

M8X80

12

15

3

4

Cement Grout


St=20-50 mm

Load Bearing

Restraining

Plastic Tube

HA03 L Anchor Load bearing & restraint. Projection sizes between 30 and 55 mm. Loads up to 400 N. Suitable for horizontal joints. Stone thicknesses above 20mm. Fastened on walls with expansion bolts. Installation is made with kerf system where there are slit edges in the slabs.


Shape A

Shape B

Shape C

3

4


HA04 & HA05 Mortar Anchor - Technical Details

HA04 L Anchor Load bearing & restraint. Projection sizes between 100 and 180 mm. Loads up to 800 N. Suitable for horizontal joints. Stone thicknesses above 20mm. Fastened on walls with expansion bolts. Adjustability of the projection size is provided with the adjustable plate.


Shape A

Shape B

Shape C

HA05 L Anchor Load bearing & restraint. Projection sizes between 200 and 280 mm. Loads up to 800 N. Suitable for horizontal joints. Stone thicknesses above 20mm. Fastened on walls with expansion bolts. Adjustability of the projection size is provided with the adjustable plate.

Shape A

Shape B

Shape C

ProductCode


tion

K (mm)

HA04-1006HA04-1206HA04-1406HA04-1606HA04-1806HA04-1008HA04-1208HA04-1408HA04-1608HA04-1808

100120140160180100120140160180

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

BoltSize

E.b. (mm)

PinDiameter

(mm)

AnchorLength

L (mm)

Adj.Plate

LengthLp (mm)

Adj.Plate

ThicknessT (mm)

8510512514516585

105125145165

115135155175195115135155175195

7090

1101301507090

110130150

600

800

936

1235

655

865

M12X120

M12X120

6

6

80

80

6

6

ProductCode


tion

K (mm)

HA05-2006HA05-2206HA05-2406HA05-2606HA05-2806HA05-2008HA05-2208HA05-2408HA05-2608HA05-2808

200220240260280200220240260280

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

BoltSize

E.b. (mm)

PinDiameter

(mm)

AnchorLength

L (mm)

Adj.Plate

LengthLp (mm)

Adj.Plate

ThicknessT (mm)

185205225245265185205225245265

215235255275295215235255275295

170190210230250170190210230250

600

800

936

1235

655

865

M12X120

M12X120

6

6

80

80

6

6


L

E.b.

Lp

Fws/Fwp

T

St

Fdw

K

Fws/Fwp

L

Lp

E.b.

T

St

Fdw

K

Cement Grout


St=20-50 mm

Load Bearing

Restraining

Plastic Tube

Cement Grout


St=20-50 mm

Load Bearing

Restraining

Plastic Tube

| 27

HA L Anchors - Special Application Details

Special Designs

L anchors are used to install thick stone slabs around corners.

L anchors are used to support large semi circular stones to forming a massive column block.

L anchors used for stone installation around column with variations in stone and projection.

HAZ 21 restraint anchor, designed for the purpose of installing into insulated walls more quickly. Insulation is drilled instead of cut. HAZ 21 anchors are generally used as restraints and are used for corbel facade installations.

L anchor is produced with three holes in order to accommodate a special requirement. Customized production is made in any case to full the special requirement of the stone application.

L anchor with adjustable plate combine with a wedge washer instead of serrated washer. This is chosen in cases where vertical loads are too high for the serrated washer to sustain the no slip feature.


HDM Mortar Anchor Fixing Systems - Introduction

Direct xing to concrete and masonry walls with mortar Economical & easy xing Installation at vertical and horizontal joints Special design for installing heavy loads at large projection sizes

BUN

Installation at horizontal joints with BUG anchors

Load Bearing Anchors Restraint Anchors

BUG BTN BTG MTN MTG HN HG

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.

Holes 6mm larger than the anchor width are drilled in the walls.

The holes are lled with mortar and anchors are set into 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. Anchors also act as restraint holding the slabs below and restraining against wind suction and pressure.

In vertical joint installation, slabs are pinned at theleft and right sides. Anchors on the bottom are load-bearing anchors carrying the whole weight ofthe 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.

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

Fdw/1 Fdw/1


Restraint

Load Bearing

Restraint

Load Bearing

| 29

HDM Mortar Anchor Fixing Systems - Installation Details

A

A

Section A-A

Insulation

Wall

Anchor set

Stone slab

1- Anchor Body

2- Plastic Tube

3- Flanged pin






BUGMortar Anchor



HGRestraint Anchor

BUNMortar Anchor

Restraint

Load Bearing

Load Bearing

Restraint

Load Bearing

Load Bearing & Restraint

Fdw/2 Fdw/2



Restraint

LoadBearing

Fdw/1 Fdw/1


BUN & BUG Mortar Anchor - Technical Details

Load Bearing

ProductCode


tion

K (mm)

BUN-622BUN-624BUN-816BUN-818BUN-820BUN-822BUN-824BUN-1016BUN-1018BUN-1020BUN-1022BUN-1024BUN-1216BUN-1218BUN-1220BUN-1222BUN-1224

220240160180200220240160180200220240160180200220240

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

ZSize

Z (mm)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

210230150170190210230150170190210230150170190210230

230250170190210230250170190210230250170190210230250

3438

32

36

32

36

38

600

800

1000

1200

393

524

655

818

786

1048

1310

1636

22

22

22

22

80

80

80

80

5

5

5

5

3

4

4

4

ProductCode


tion

K (mm)

BUG-616BUG-618BUG-620BUG-622BUG-624

160180200220240

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

ZSize

Z (mm)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

150180200220240

170190210230250

600 571 1142 17 80 5 4

32

36

34

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table below is prepared according to DIN 18516 standard. Loads stated are working resistance loads. Other sizes are available for production upon request. Structural calculations are available upon order.

BUN Mortar Anchor Load bearing & restraint. Projection sizes between 160 and 240 mm. Loads up to 1200 N Three dimensional adjust ability. Suitable for vertical joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 and Masonry M12/II.

BUN - 6 22 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

BUG Mortar Anchor Load bearing & restraint. Projection sizes between 160 and 240 mm. Loads up to 600 N. Three dimensional adjustability. Suitable for horizontal joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 and Masonry M12/II.

BUG - 6 22 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

L

B

Z

Fdw

K

T St

Fws/Fwp

For mortaring intoconcrete C20/25

and Masonry M12/II

St=20-50 mm

Cement Grout

Plastic Tube

(Top View)

L

Z

K

T

St

Fdw

Fws/FwpB

Cement Mortar

Load Bearing

Restraint

Plastic Tube


and Masonry M12/II

St=20-50 mm

| 31

BTN & BTG Mortar Anchor- Technical Details

BTN Mortar Anchor Load bearing & restraint. Projection sizes between 160 and 240 mm. Loads up to 600 N. Three dimensional adjustability. Suitable for vertical joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 and Masonry M12/II.

BTN - 4 16 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

BTG Mortar Anchor Load bearing & restraint. Projection sizes between 160 and 240 mm. Loads up to 500 N. Three dimensional adjustability. Suitable for horizontal joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 and Masonry M12/II.

BTG - 3 16 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

ProductCode


tion

K (mm)

BTN-416BTN-418BTN-420BTN-422BTN-424BTN-616BTN-618BTN-620

160180200220240160180200

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

150170190210230150170190

170190210230250170190210

400

600

260

393

520

786

80

80

5

5394142

55566

6

363840

36

ProductCode


tion

K (mm)

BTG-316BTG-318BTG-320BTG-322BTG-324BTG-516BTG-518BTG-520

160180200220240160180200

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

ZSize

Z (mm)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

150170190210230150170190

170190210230250170190210


300

500

393

655

786

1309

22

22

80

80

5

6 3638

30

32

34

5

6

L

Fdw

K

T

St

Fws/FwpB

B

L

Z

K

T

St

Fdw

Fws/Fwp

Cement Mortar

Load Bearing

Restraint

Plastic Tube


and Masonry M12/II

St=20-50 mm

Restraint


and Masonry M12/II

St=20-50 mm

CementMortar

PlasticTube


MTN & MTG Mortar Anchor - Technical Details

MTN Mortar Anchor Load bearing & restraint Projection sizes between 80 and 180 mm. Loads up to 1000 N. Three dimensional adjustability. Suitable for vertical joints. Stone thicknesses 20-50 mm. Fastened into Masonry M12/II walls with mortar.

MTN - 4 8 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

MTG Mortar Anchor Load bearing & restraint. Projection sizes between 100 and 200 mm. Loads up to 800 N. Three dimensional adjustability. Suitable for horizontal joints.

Stone thicknesses 20-50 mm. Fastened into Masonry M12/II walls with mortar.

MTG - 3 16 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

ProductCode


tion

K (mm)

MTN-4 8MTN-414MTN-418MTN-6 6MTN-612MTN-620MTN-10 8MTN-1024MTN-1018

8014018060

12020080

140180

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

7013017050

11019070

130170

9014018070

13021080

140190

400

600

100

295

442

737

589

884

1473

5

5

5

556666666

120

130120140150140180190

303436

38384042

34


ProductCode


tion

K (mm)

MTG-310MTG-314MTG-316MTG-4 8MTG-412MTG-420MTG-6 6MTG-610MTG-616MTG-8 8MTG-816MTG-820

10014016080

12020060

10016080

160200

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

ZSize

Z (mm)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

9013015070

1101905090

15070

150190

11015017090

13021070

11017090

170210

300

400

600

800

442

589

884

1179

884

1179

1768

2357

22

22

22

22

120

120

120120125120140140

5

5

5

5

34

343640383840404446

345446456588

L

Fdw

St

K

Fws/FwpB

T

T

Fdw

L1

Fws/Fwp

St

K

B

T

T

Z

For mortaring intoMasonry M12/II

Load bearing

CementGrout

PlasticTube

(Top View)

Cement Grout

For mortaring intoMasonry M12/II

Load Bearing

Restraint

Plastic Tube

| 33

HN & HG Mortar Anchor - Restraint - Technical Details

HN Mortar Anchor&Restraint Restraint only. Projection sizes between 160 and 240 mm. Wind loads up to 1000 N. Three dimensional adjustability. Suitable for horizontal joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 Masonry M12/II walls with mortar.

HN - 10 16 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape B

HG Mortar Anchor Restraint only. Projection sizes between 100 and 240 mm. Wind loads up to 1000 N. Three dimensional adjustability. Suitable for vertical joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 Masonry M12/II walls with mortar.

Shape A

Shape B

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4). Table below is prepared according to DIN 18516 standard. Loads stated are working resistance loads. Other sizes are available for production upon request. Structural calculations are available upon request.

HG - 10 16 AShapeProjectionDead Load (x10 Kg)Type

ProductCode


tion

K (mm)

HN-1016HN-1018HN-1020HN-1022HN-1024

160180200220240

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

WindPressure

Fwp (N)

WindSuction

Fws (N)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

150170190210230

170190210230250

1000 500 80 521

2426

3

ProductCode


tion

K (mm)

HG-1016HG-1018HG-1020HG-1022HG-1024

160180200220240

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

WindPressure

Fwp (N)

WindSuction

Fws (N)

PinDiameter

(mm)

EmbeddedLength

L1 (mm)

BoreDiameter

B (mm)

AnchorThickness

T (mm)

150170190210230

170190210230250

1000 500 80 521

2426

3

K

T

St

L

Fws/FwpB

L

K

FdwSt

B

T

Fws/Fwp

Mortaring intoconcrete C20/25

and Masonry M12/II

CementGrout

Restraint

Plastic Tube

Coment Grout

Mortaring intoconcrete C20/25

and Masonry M12/IIPlastic Tube

Restraint


HSD Mortar Anchor Fixing Systems - Introduction

Direct xing to concrete and masonry walls with mortar Economical & easy xing Installation at vertical and horizontal joints

HSD01 Mortar Anchor HSD01 Mortar AnchorW. Plate

HSD03 Mortar AnchorTwisted head

HSD04 Mortar AnchorW. Plate & Twisted head

HRD01 Mortar Anchor

Installation at Horizontal joints with HRD01 Anchor

Installation at Horizontal joints with HSD04

Installation at Vertical joints with HSD02&03

HRD Mortar Anchor Fixing Systems - Introduction

HRD01 Mortar Anchor Load bearing & restraint. Projection sizes between 35 and 75 mm. Loads up to 400 N Three dimensional adjustability. Suitable for horizontal joints. Stone thicknesses 20-50 mm. Fastened into concrete C20/25 and Masonry M12/II.

HRD01 - 35 1 AShapeProjectionDead Load (x10 Kg)Type

Shape A

Shape BProductCode


tion

K (mm)

HRD01-351HRD01-451HRD01-551HRD01-651HRD01-751HRD01-352HRD01-452HRD01-552HRD01-652HRD01-752HRD01-354HRD01-454HRD01-554HRD01-654HRD01-754

354555657535455565753545556575

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

AnchorLength

L (mm)

PinDiameter

(mm)

DowelEmbedded

LengthL1 (mm)

BoreDiameter

B (mm)

FlatThickness

T (mm)

203040506020304050602030405060

506070809050607080905060708090

100

200

400

156

312

624

110

219

437

135145155165175135145155165175135145155165175

90

90

90

4

4

5

12

14

14

16

18

2.5

3

3

3.5

4

L1

L

Fws/FwpFT

Fdww

K

St


and Masonry M12/II

St=20-50 mm

Cement Grout

Load Bearing

Restraining

Plastic Tube

Fdw/2 Fdw/2 Fdw/2 Fdw/2 Fdw/2 Fdw/2

Load Bearing&Restraint

Load Bearing&Restraint

Restraint

Load Bearing

| 35

HSD Mortar Anchors - Technical Details

ProductCode


tion

K (mm)

HSD01-352HSD01-452HSD01-552HSD01-652HSD01-752HSD01-354HSD01-454HSD01-554HSD01-654HSD01-754HSD01-356HSD01-456HSD01-556HSD01-656HSD01-756

354555657535455565753545556575

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

AnchorLength

L (mm)

PinDiameter

(mm)

DowelEmbedded

LengthL1 (mm)

BoreDiameter

B (mm)

FlatThickness

T (mm)

203040506020304050602030405060

506070809050607080905060708090

200

400

600

312

624

936

219

437

655

135145155165175135145155165175135145155165175

90

90

90

4

5

6

ProductCode


tion

K (mm)


354555657535455565753545556575

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

AnchorLength

L (mm)

PinDiameter

(mm)

DowelEmbedded

LengthL1 (mm)

BoreDiameter

B (mm)

FlatThickness

T (mm)

203040506020304050602030405060

506070809050607080905060708090

200

400

600

312

624

936

219

437

655

135145155165175135145155165175135145155165175

100

100

100

4

5

6

ProductCode


tion

K (mm)


354555657535455565753545556575

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

AnchorLength

L (mm)

PinDiameter

(mm)

DowelEmbedded

LengthL1 (mm)

BoreDiameter

B (mm)

FlatThickness

T (mm)

203040506020304050602030405060

506070809050607080905060708090

200

400

600

312

624

936

219

437

655

135145155165175135145155165175135145155165175

90

90

90

4

5

6

ProductCode


tion

K (mm)


354555657535455565753545556575

Min.Projec-

tionK - (mm)

Max.Projec-

tionK + (mm)

DeadLoad

Fdw (N)

WindPressure

Fwp (N)

WindSuction

Fws (N)

AnchorLength

L (mm)

PinDiameter

(mm)

DowelEmbedded

LengthL1 (mm)

BoreDiameter

B (mm)

FlatThickness

T (mm)

203040506020304050602030405060

506070809050607080905060708090

200

400

600

312

624

936

219

437

655

135145155165175135145155165175135145155165175

100

100

100

4

5

6

21

24

26

28

3032

26

283032

2.5

2.5

4

24

28

30

32

3436

30

323436

2.5

2.5

4

26

24

26

34

3

4

4

30

28

30

38

3

4

4

HSD01 Mortar Anchor

HSD02 Mortar Anchor

HSD03 Mortar Anchor

HSD04 Mortar Anchor


HMP Sub Channel Fixing Systems - Introduction

Indirect xing on to non-load bearing walls or for large projection sizes Lower drilling points enable fast installation Installation at vertical and horizontal joints Special design is made for sub channel systems to suit various application requirements.

HMPA HMPB HMPC HMPL HMPA-HC2 HMPC-HC1 HMPA-HC3

HCSP1 HCSP2 HCSP3 HCSP4

HCRS1 HCRS2 HCRS3 HCRS4

HMPA-HC2 Channel System HMPC-HC1 Channel System

A: Channel support brackets are xed to the upper concrete beams with expansion bolts. Channels are supported onto channel support brackets with hex bolts. The levelling of the wall tolerances is made by adjusting the channel through the support bracket.

B: Channel restraint brackets are xed to masonry wall with chemical bolts. Channels are xed to the channel restraints with contra nuts. This prevents the channels from deecting.

C:Installation of stone slabs is done with the Z Anchors which are xed onto the channels with hex screws and nuts.

D: Channel restraint brackets are xed to the lower concrete beams. Channels end is xed to the bracket with contra nuts.

A: Channel support brackets are xed to the concrete beams with expansion bolts. Channels are supported onto channel support brackets with hex bolts. Channel supports are not adjustable in the horizontal axis, therefore the leveling of the wall tolerances is made by adjusting the Z anchors.

B: Channel restraint brackets are xed to concrete wall with expansion bolts. Channels are xed to the channel restraints with hex bolts. This prevents the channels from deecting.

C: Installation of stone slabs is done with the Z Anchors which are xed onto the channels with hex screws, bolt and lock nuts.

| 37

HMP Sub Channel Systems - Installation Details

Insulation

Wall

Anchor Set

Stone Slab

1- Through Bolt2- Channel Support3- Plain Washer4- Washer5- Nut6- Bolt Set7- Channel Restraint8- Channel9- Anchor Body10-Serrated Washer11-Adjustable Arm12-Plastic Tube13- Flanged Pin

A

A

Section A-A

Installation at vertical Joints

Installation at horizontal Joints

Fdw/1 Fdw/1

Fdw/1 Fdw/1

Sub channel systems are xed to load bearing beams for support.

Channels are xed on to beams with channel supports.

Fixing of channels in the middle to the wall with channel restraints are made to reduce deection.

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 the load of the slabs installed.

Installation at vertical Joints

Installation at horizontal Joints

HCSP2 Channel Support

HCRS2 Channel Restraint

HMPA U Channel

HZ02 Z Anchor


HCRS1 Channel Restraint

HMPB C Channel

HZ02 Z Anchor


ATS Sub Channel Systems - Introduction

The ATS Channel system allows the quick and easy installation of natural stone facades through its adjustable capability and uncomplicated assembly features.

The channel system is supported by the ATS-A channel support brackets.

ATS-B channel restraint brackets, restrain the channel system against wind pressure and helps prevent the channel from buckling.

The HMPS toothed channel enables the xing of the anchors with hex bolts and lock nuts without the need for drilled holes and the use of nuts and washers.

Toothed channel and lock nuts provide vertical load support after xing.

ATS Channel System Elements

ATS Fixing System Elements

HMPS 41/22 & HMPS 41/41Toothed Channel

ATS-AChannel Support

ATS-BChannel Restraint

ATS-HZZ Anchor

ATS-HASpecial Anchor

ATS-TSSpecial Anchor

ATS-A Channel Support

ATS-B Channel Restraint

ATS-HZ Z Anchor

| 39

HMP Channels - Technical Details

ProductCode

Technical Details

Dimensions

HMPA-2.5-40/30HMPA-2.5-40/40HMPA-3-35/35HMPA-3-40/30HMPA-3-40/40HMPA-3-50/50HMPA-4-40/40HMPA-4-50/50HMPA-5-50/50

2.502.503.003.003.003.004.004.005.00

HMPA U ChannelX-X Axis Y-Y Axis

ThicknessT (mm)

WidthW (mm)

HeightH (mm) IXX (cm

4) ZX (cm3) X (mm) IYY (cm4) ZY (cm3) Y (mm)

40.0040.0035.0040.0040.0050.0040.0050.0050.00

30.0040.0035.0030.0040.0050.0040.0050.0050.00

1.573.912.831.794.559.685.67

12.3314.68

0.741.501.240.851.742.972.193.814.57

20.0020.0017.5020.0020.0025.0020.0025.0025.00

4.215.974.274.866.92

15.048.60

18.9722.40

2.112.992.442.433.466.014.307.608.97

8.8013.8412.148.83

13.9317.4214.1017.6517.87

ProductCode

Technical Details

Dimensions

HMPB-2.5-28/15HMPB-3-38/17HMPB-2.5-41/21HMPB-3-41/21

2.503.002.503.00

HMPB C ChannelX-X Axis Y-Y Axis

ThicknessT (mm)

WidthW (mm)



28.0038.0041.0041.00

15.0017.0021.0021.00

0.330.761.321.48

0.430.821.191.33

14.0019.0020.5020.50

1.434.595.716.55

1.022.422.793.19

7.387.799.859.86

ProductCode

Technical Details

Dimensions

HMPC-2.5-41/22HMPC-2.5-41/41HMPC-3-41/22HMPC-3-41/41

2.502.503.003.00

HMPC C ChannelX-X Axis Y-Y Axis

ThicknessT (mm)

WidthW (mm)



41.0041.0041.0041.00

22.0041.0022.0041.00

1.257.921.699.40

0.993.621.434.20

20.5020.5020.5020.50

5.609.406.94

11.30

2.724.583.405.50

8.1619.029.16

18.80

ProductCode

Technical Details

Dimensions

HMPL-2.5-30/30HMPL-2.5-30/40HMPL-3-30/30HMPL-3-40/40HMPL-3-50/50HMPL-4-40/40HMPL-50/50HMPL-5-50/50

2.502.503.003.003.004.004.005.00

HMPL L ChannelX-X Axis Y-Y Axis

ThicknessT (mm)

WidthW (mm)



30.0030.0030.0040.0050.0040.0050.0050.00

30.0040.0030.0040.0050.0040.0050.0050.00

0.931.041.092.886.043.727.859.57

0.440.390.521.021.691.342.222.73

21.2226.3320.7928.1635.7227.7935.4035.03

0.932.161.092.886.043.727.859.57

0.440.390.521.021.691.342.222.73

8.787.239.21

11.8414.2812.2114.6014.97

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4) and Hot dip galvanized mild steel. Table below is prepared according to values with 11 drilled holes. Channels can be provided up to 6 metres length.


HCSP Channel Supports - Technical Details

ProductCode

Technical Details

Thickness

HCSP1-50HCSP1-60HCSP1-70HCSP1-80HCSP1-90HCSP1-100HCSP1-110HCSP1-120HCSP1-130

445555666


T (mm)

Width

W (mm)

Height

H (mm)

Forming

F (mm)

Slot HoleDia.

S (mm)

Slot HoleLength

SL (mm)

HoleDia.

(mm)404045454545454545

8090

100100100100100100100

5060708090

100110120130

111111111111111111

303030303030303030

111111111111111111

ProductCode

Technical Details

Thickness

HCSP2-40HCSP2-60HCSP2-80HCSP2-100HCSP2-120HCSP2-140

444455


T (mm)

Width

W (mm)

Height

H (mm)

Forming

F (mm)

Slot HoleDia.

S (mm)

Slot HoleLength

SL (mm)

HoleDia.

(mm)160160160160160160

858585858585

406080

100120140

111111111111

303030303030

111111111111

Thr. RodMetric Size

MxL (mm)

M10x70M10X90

M10X110M10X130M10X150M10X170

ProductCode

Technical Details

Thickness

HCSP3-70HCSP3-90HCSP3-110HCSP3-130HCSP3-150

44555


T (mm)

Width

W (mm)

Height

H (mm)

Forming

F (mm)

Slot HoleDia.

S (mm)

Slot HoleLength

SL (mm)

HoleDia.

(mm)120120120120120

5050505050

7090

110130150

1111111111

2525252525

1111111111

Slot HoleLength

SL2 (mm)

3030303030

ProductCode

Technical Details

Thickness

HCSP4-95HCSP4-115HCSP4-135HCSP4-155HCSP4-175HCSP4-195

2.52.52.5333


T (mm)

Width

W (mm)

Height

H (mm)

Forming

F (mm)

Slot HoleDia.

S (mm)

Slot HoleLength

SL (mm)

HoleDia.

(mm)474747484848

200200200200200200

95115135155175195

111111111111

454545454545

111111111111

Thr. RodMetric Size

MxL (mm)

303030303030

Material: Stainless Steel 1.4301 (A2) & 1.4401 (A4) and Hot dip galvanized mild steel. Table below is prepared according to values with 11 drilled holes. Channels can be provided up to 6 metres length.

| 41

HCRS Channel Restrain - Technical Details

ProductCode

Technical Details

Thickness

HCRS1-50H

haz metal do galt as

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