HAZ-CI-EN / Cast-in Channel Systems Product Catalogue. Your Fixing Systems Specialist

Transcription

1 HAZCIEN / 0.11 Castin Channel Systems Product Catalogue Your Fixing Systems Specialist

2 White Square Office Centre Moscow Contents Company profile HMPR Castin channels introduction HMPR Cast in channels systems product range HMPR Castin channels technical information Euro code concept HMPR Castin channels technical details HMPR Castin channels technical details summary HMPR Castin channels reduced edge distances Special types of castin channels HPRT Castin channel for profiled sheet panels HWT01 Wall ties introduction & technical details HWT0 Wall ties introduction & technical details HTB T bolts & HMLN lock nuts introduction HTB T bolts & HMLN lock nuts technical details Cast in channel application examples Haz Metal Sanayi ve Ticaret A.Ş. All rights reserved. March 011

3 1 Company Profile Introduction Haz Metal A.S. is located in Iskenderun, in the southern part of Turkey, based in their own property of square meters. The company provides services in the design and production of fixing systems for facade cladding, framing channel systems, brick support systems, castin channels and a variety of products used in construction. The company s 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 with timely deliveries. The innovative design and production techniques offer practical and economic solutions to solve every possible problem within the scope of fixing applications in construction. As a manufacturer 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. HAZ Metal is dedicated to achieving the highest level of customer satisfaction and is always in constant contact with its clients in order to better understand their requirements and to offer the services required for design and production of fixing systems. Channel production The production of cast in channels has been made in HAZ Metal since the year 001. 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 channels in order to meet the requirements of the industry. The factory channel production unit is equipped with a coil slitting machine, channel roll formers, press breaks and production units with ton eccentric presses used for the pressing of the studs on to the channels. There is also an in house electro galvanizing pool where 1 micro thick zinc coating on mild steel is made. Hot dip galvanizing with over 50 micro thick zinc coating is made by prequalified sources. The presence of a work shop with the capability of preparing and maintaining the required moulding and tooling, provides flexible production. The urgent preparations, maintenance, revision and adjustment of machines and tooling are made without interrupting the production process which leads to saving time and costs. The production is strictly controlled with periodic in house testing of both raw materials and finished products, in order to maintain the performance of Haz products and to fulfil the safety requirements for use in the construction industry.

4 Your Fixing Systems Specialist Production Capacity HAZ Metal production unit for cast in channels is equipped with machinery to produce more than 00 tons of cast in channels per month. Channels are produced by rolling in roll forming machines and the studs are cold forged by the bolt maker machines. Studs are both welded and swaged on to the channels. Swaging is done with automated lines to with precision production and high efficiency. Technical KnowHow Haz Metal s technical staff, each with more than years experience, has an outstanding technical knowledge in the field of stainless steel production. The maintenance of the machines and the preparation of moulds for production are done in the company s workshop. This ensure higher efficiency and productivity in production increasing quality of services with competitive prices. Quality Standards Haz Metal implements EN and ASTM standards in the production of channels. Production is strictly controlled within the tolerances of these standards. All products are produced by its personnel, applying the latest production methods with advanced machinery. The quality control team, under the supervision of a mechanical engineer, is selected from long serving and experienced foremen. Production is checked during each production step and is compared with the production drawings and specifications. The company is strictly bound to the concept of ISO 9001:008 and Total Quality Management system. A Quality assurance system that covers the control of each process in manufacturing has been set up. The control checks are documented and are recorded. The application of this management system is maintained and is a part of day to day operations.

5 HMPR Castin Channels Introduction HMPR Cast in channels are rolled channels with swaged studs that are cast in to concrete walls. This fixing system allows practical fixations into walls, slabs, beams and columns that securely transfer the loads on to the building s substrate. HTB T head bolts and HMLN lock nuts are available to allow secure and easy connections on to the cast in channels. The use of this system is applicable in a wide range of construction works. Castin channels are first secured to the form work at designated positions. Channels are provided with filler to avoid the concrete from entering inside the channel slot. The filler is taken out after the concrete has dried and connections are made with corresponding T head bolts and lock nuts at desired positions. Three dimensional adjustability is achieved through flexible design. The use of castin channels for connections offers great advantages. The safe and reliable attachments with easy and quick production times lead to faster completions of the construction works. The result is a quality finish at lower costs. The requirement of predesign and prefixing in construction offers great advantages. Officially Approved DIBt Approval no. Z HMPR channels have been tested and are recognized by the building authority approvals of the German Construction Supervisory Board (DIBt). Channels are available in stainless steel and hot dip galvanized mild steel. Internal test reports are prepared for the mechanical and chemical properties of the cast in channels. Haz Metal has been certified by TUV Rhein land for the quality management system which meets the criteria of DIN EN ISO 9001:000. Quality assurance is a key element in the day to day operations of the company. HAZ management takes great care to maintain the level of quality of the products and services provided to their clients.

6 Your Fixing Systems Specialist 4 HMPR Castin Channels Introduction Advantages No drilling on site. Quick and easy fixing. Fixing without damaging concrete. Adjustable and flexible. Safe near edges on concrete. High load capacity. Fixing without electrical tools. Safe and secure fixing. No dust particles falling on to facade. No electricity needed. Easy connections with T bolts and lock nuts. Compensation of tolerances of the structure. Fixtures are removable and new fixing can be made. Planning Careful planning needs to be done prior to concrete casting. Cast in channel types should be determined according to the load capacities, edge distances, area of applications etc. Channels positioning should be incorporated in to the shop drawings of the form works in order to provide clear instructions for installation on site. Cast in channels are widely used for the installation of curtain walls. Unitised panels with materials such as glass and natural stone already incorporated are prefabricated. These panels are erected on to the facades and are quickly and easily fixed on to cast in channels using T bolts and special brackets. Masonry walls are installed using special supports that are fixed on to cast in channels using T head bolts. A continuous cast in channel on the concrete wall enables high adjustability and enables quick installation of the masonry anchors. Cast in channels cover the load capacity requirements for the masonry facade installation. Cast in channels are used for a variety of construction applications which require attachments made on to concrete. Pipe and duct installation and the installation of electrical wiring are the most common applications that are made using cast in channels. The prefabricated concrete industry is among the fastest growing fields within the construction industry. The use of cast in channels enhance the fast and economical solutions that are offered using prefabricated concrete panels. Speed and security are the benefits of using cast in channels.

7 5 HMPR Castin Channels Product Range HMPR Cold rolled castin channels HMPR8/15 HMPR8/17 HMPR40/5 HMPR49/0 HMPR54/ HMPR7/49 HMPR Cold rolled channels are suitable to withstand static loads. The range available can cover loads ( all. F allowable loads) between KN and 7 KN. Channels are available in stainless steel W & and hot dip galvanised mild steel W & (S5JR &S55MC). More information on these channels is available on pages 118. HMPRS Cold rolled toothed Castin channels HMPRH Hot rolled castin channels 5/4 40/ 50/0 HMPRS41/ HMPRH40/ HMPRH50/0 HMPRH5/4 HMPRS Cold rolled toothed channel 41/ can be used for longitudinal loads. This channel is available in stainless steel W & 1,.4401 and hot dip galvanised mild steel W (S5JR)More details are available on page 19. HMPRH Hot rolled channels are suitable to withstand dynamic loads as well as static loads. These channels are available in hot dip galvanized and mild steel finish W ( S5JR ). Detailed information is provided on pages 0.

8 Your Fixing Systems Specialist 6 HMPR Castin Channels Product Range HPTR Castin channels for profiled metal sheets Cast in channels are used for fixing profiled metal sheets on to concrete components. Fixing is made with self drilling screws. Supplied in three metre length and available in stainless steel grade & and hot dip galvanised mild steel EN (S5JR). Detailed information is available on pages 9 & HPTR Cast in channel HPTR60/ HPTR660/ HWT Wall ties Wall ties are used for connecting prefabricated concrete component beams and columns. Serrated wall ties are fixed between two corresponding cast in channels and T. head bolts. Available in stainless steel grade & and hot dip galvanised mild steel EN (S5JR). Detailed information is available on pages 1 &. HWT01 Wall tie HWT0 Wall tie HWT0 Wall tie HTB T head bolt T head bolts are used for fixing in to cast in channels and used with nuts and washers. Available in stainless steel grade W (AISI 16) and hot dip galvanised mild steel strength class 4.6 & 8.8. HMLN Lock nut HTBB T head bolt HTBD T head bolt HTBS T head bolt Lock nuts are used for fixing into cast in channels with hex screws. Available in stainless steel grade W (AISI 16) and hot dip galvanized mild steel. HMLNB Lock nut HMLND Lock nut HMLN Lock nut Accessories Various accessories used in fixing applications are supplied according to requirements. Available in stainless steel and galvanized mild steel. HLW1 Lock washer HLW Lock washer DIN9 Hex bolt DIN94 Hex nut DIN15 Washer

9 7 Load Range HMPR Castin Channels Technical Information Cast in channels are available in a range to cover loads between kn to 7 kn. The mentioned loads are allowable loads which are verified with the certification that is approved by the German Construction Supervisory Board, DIBt. When factoring the applied loads according to Euro codes then all. F allowable loads must be multiplied by 1.4 in order to determine Design resistance Ford. Load Direction all. F = allowable loads = all. F * 1.4 Tensile Loads : Load direction applied perpendicular to the face of the channel. Shear Loads : Load direction applied transverse to the line of the channel. Longitudinal Loads : Load direction applied perpendicular to the length of the channel. Loads applied degree towards the face of the channels. (Centric strain). Loads applied at a 15 degree angle towards the lower or upper face of the channels. (Transverse Strain). Loads applied towards the direction of the channel. Longitudinal load capacity is only available on toothed channels. Installation Instruction 1.) Cast in channels are fixed to form work after careful planning and positioning. Concrete is then cast in to the form work..) After the concrete is cured, the filler inside the channel, set for the purpose of preventing concrete filling the channel s slot, is removed as shown..) Connections to the cast in channels are made with T bolts and lock nuts. T bolts are inserted in to the channels horizontally and then turned right through 90 degrees. This locks them vertically in the channel. 4.) Fixtures are fastened with the T bolts and nuts as shown above. Correct loading and torque values need to be applied in accordance with the allowable loads of the channels and bolts.

10 Your Fixing Systems Specialist 8 HMPR Castin Channels Technical Information Standard long length channels Long length channels are supplied in 50, 050 mm and 6050 mm lengths. Stud spacing is mm with 5 mm spacing between the last stud and the channels edge. X mm S: mm S: mm S: mm X mm L: Channel length X: Stud edge spacing S : Stud spacing L:50, 050 & 6050 mm / for 7/49 type L is 6070 mm Standard short length channels X : 5mm for 50, 050, & 6050 mm lengths X : 5mm for 6070 mm Short length channels are supplied in,, 00,,00, 50, 400 and 550 mm lengths. All channels have a minimum 5 mm spacing between the studs and the end of the channel. Stud spacing is variable according to the length of the channels and the number of studs. On short channels there are either two or three studs. S = Stud spacing varies according to length S = Stud spacing varies according to length L:,,00,,00 mm L: 50,400,550 ( & 00 also available upon request) Available lengths and stud spacings Standard lengths with details of stud numbers and the stud spacings are illustrated on the diagram below: mm Studs quantity Stud spacing Channel drawing Note: mm length available only for 8/15 and 8/17 type channel. 7/49 Type channel length is 6070 mm with x size of 5 mm.

11 9 HMPR Castin Channels Technical Information cutting at construction site Standard long lengths can be cut to size on construction sites according to the desired length. Care should be taken in making sure that the minimum distance of 5 mm between the studs and channel end should be met. x mm x mm Long lengths can be cut to size providing the X size is no less than 5 mm. An end anchor is available to be fixed at the end of the cut channel to avoid wastage. Details of this product are available on page. x mm and required stud spacing requested length Attachment to form work It is important to firmly attach the cast in channels on to form work. There are a few ways to execute this important procedure which is made onto wood and steel form work. Fixing onto wood form work using nails. Fixing onto wood form work using staples. Fixing onto steel form work using pop rivets. Fixing onto steel form work using T bolts. Removing the strip filler Cast in channels are supplied with strip fillers within the open slot of the channels to prevent concrete ingress. This strip filler is removed as shown after the concrete is cured. Connections to channels Fixtures are attached on to the cast in channels with T head bolts and lock nuts. There are suitable types for each cast in channel section. Fixing T bolts into channels. Strip filler can easily be removed using a screw driver. Fixing lock nuts into channels. Adjustability T bolts are suitable to be inserted at the desired point along the length of the channel. Fixing is done by turning the T bolt 90 degrees clockwise and by tightening the nut. The correct torque values must be applied when tightening the nuts. T bolts must not be located beyond the last stud which is 5 mm from the end of the channel. unlocked locked 5 mm Suitable T bolts can be inserted at desired point and adjusted easily along the length of the channel. To ensure correct installation of the T bolt the notch at the end of the shank must be checked. T bolts must not be positioned beyond the last stud on the channel.

12 Your Fixing Systems Specialist HMPR Castin Channels Technical Information Cast in Channel Studs Channel Stud Type S Channel Type Diameter Head Diameter L SD HD L SD HD L HD 8/15 8/17 41/ 40/5 & 40/ 49/0 & 50/0 54/ & 5/4 7/ SD Material : Stainless steel W 1.401& and hot dip galvanized mild steel (S5JR). Channel Stud Type A HW HW W Channel Type L Thickness T Width W Head Width HW L T W T L 40/5 & 40/ 49/0 & 50/0 54/ & 5/ ,6 Material : Available only in hot dip galvanized mild steel (S5JR). Is applicable only for hot dip or electro galvanized channels ,7 Channel End Stud Fixture When long length channels are cut on site, the last channel in any bay may have a cantilever, which can be finished with a siteapplied end stud. Channel Type 8/15 8/17 41/ 40/5 & 40/ Bolt Metric Size Torque Size L SD (Nm) Material : Stainless steel W 1.401& and hot dip galvanized mild steel (S5JR) Standard long length channels may be cut on site according to desired lengths. The distance between the channel end and the last stud, which is indicated as d, must be at least 5 mm and must not exceed 5 mm. 5< d < 5 A Channel End Stud Fixture is available to be attached at the channel end. This acts as a stud in securing the required load performance for the channel. This fixture is a clamp with a tabbed hole and a slot where the channel end is set and a bolt is screwed in to firmly attach the end fixture to the end of the channel. The required torque sizes are shown on the table above. The above mentioned torque sizes must be applied in order to achieve the required load performances of the cast in channels.

13 11 HMPR Castin Channels Technical Information Types of Raw Material Cold rolled cast in channels are roll formed on multiple stage rolling mills using steel coils. Ordering A Available raw material types Stainless steel W ( AISI 04 ) Available for all cold rolled channels: 8/15, 8/17, 41/1, 40/5, 49/0, 54/ & 7/49. A4 Stainless steel W ( AISI 16 ) Available for all cold rolled channels: 8/15, 8/17, 41/1, 40/5, 49/0, 54/ & 7/49. Hot rolled cast in channels are hot rolled out of steel billets. HDG EG ST Hot dip galvanized mild Steel grade S5JR (ST7) & S55MC (ST5), with minimum coating 50 um, Available for all channels 8/15, 8/17, 41/1, 40/5, 40/, 49/0, 50/0, 54/, 5/4 & 7/49. Electro galvanized mild Steel grade S5JR (ST7) & S55MC (ST5), with minimum coating 1 um, Available for all channels 8/15, 8/17, 41/1, 40/5, 40/, 49/0, 50/0, 54/, 5/4 & 7/49. Mild Steel grade S5 JR ( ST 7 ) & S55 MC ( ST 5), with no coating, Available for all channels 8/15, 8/17, 41/1, 40/5,40/, 49/0, 50/0, 54/, 5/4 & 7/49. T head bolts are cold forged using wire coils. Lock nuts are stamped by using steel strips. Ordering A4 HDG Available raw material types Stainless steel W ( AISI 16 ) Available for all types of T bolts and lock nuts. Hot dip galvanized mild steel strength class 4.6 and 8.8, with minimum coating 40 um, Available for all types of T bolts and lock nuts. EG Electro galvanized mild steel strength class 4.6 and 8.8, with minimum coating 1 um, Available for all types of T bolts and lock nuts. Corrosion protection requirements Channel Accessories Application Area Mill Finish S5JR Mild steel No corrosion protection Strength class 4.6 or 8.8 Allowable when all elements are covered by concrete. Hot dip galvanised (coating 50 µm) S5JR Mild steel Electro galvanised (coating 40 µm) Allowable for interior use where there is no humidity. Stainless Steel W (A) Stainless Steel W (A4) Strength class 4.6 or 8.8 Stainless Steel W (A4) strength 50 or 70 Stainless Steel Allowable for internal and external use where there are no hazardous atmospheres which may cause corrosion. Used for internal and external use where there are hazardous atmospheres like industrial areas or close proximity to oceans which may cause corrosion.

14 Your Fixing Systems Specialist 1 Partial vs Global Safety Factors Euro code Concept The new DIN 451:00808 standard has created the basis of abandoning the Global Safety factors and is leading towards a common standard design concept in Europe. The change from allowable loads to design resistance loads may cause confusion when selecting fixings. When mistakes are made the choice of fixings is either 40 % over design making it uneconomical because the fixings selected are too big or 40 % under design making it unsafe because the loads applied are 40 % higher then assumed. In order to prevent mistakes the applied loads and the resistance of fixings must be correctly determined and compared. Global Safety Factors FU F k F Ed all. F app. F Global safety factors vs. Partial safety factors FU app.f F Ed F k gl app F all. F F Q F G Minimum failure loads Allowable loads Applied loads Design resistance Design effect load Characteristics load = all. F * F = 1.4 With the current Global safety factor concept, the allowable loads ( all. F) are determined for fixings. Applied characteristic force loads (app. F) are compared with the allowable loads. Allowable loads represent the nominal load capacity and is derived from test results which are then divided by global safety factor ( gl ). The chosen fixing is considered safe with the following condition: Applied loads ( app. F ) Allowable loads ( all. F ) F F gl F Q F G Q G M M F FEd Q FFQ Q G FFG G Global safety factor Partial safety factor for actions Unfactored live load Unfactored dead load Safety factor for live load Safety factor for dead load Safety factor for material Partial Safety Factors The design verification according to Euro code for concrete and Euro code for steel is taken into consideration during the design stage. The applied loads ( app. F ) are factored with partial factors: for permanent actions 1.5 and for variable actions 1.5. The applied design forces ( F Ed ) are compared with the Design resistance ( ). The design resistance is determined by dividing the characteristic resistance of the fixings with the partial material safety factors subsequently for concrete and steel. The chosen fixing is considered safe with the following condition: Design Effect Load ( FEd ) Design Resistance ( ) The new Euro code concept leads to achieving a more constant and reliable safety level by taking into account different influences of load and materials. Allowable loads vs Design Resistance Design Effect Load ( FEd ) = F * F ( FG * G + FQ* Q ) In order to design fixings according to the new Euro concept the, applied loads must be factored using partial safety factors to determine the design loads ( FEd ). The design loads must be compared with the design resistance ( ) values of the products to be chosen. If the design resistance values are not available and only allowable loads are available, the new design resistance values must be calculated. The partial factor for actions here 1.4 is the weighted average of partial load safety factors 1.5 for permanent actions and 1.5 for variable actions. The global safety factor remains safe with this equation. Design Resistance ( ) = allowable loads ( all. F) * 1.4 Loads Approved by the German Supervisory Board DIBt The loads approved in the certificate from DIBt, are the allowable loads already factored from the characteristic loads. The allowable loads are labelled as all. F. Allowable loads ( all. F)

15 1 HMPR8/15 Castin Channel Technical Information Tensile load on long channels all. F.0 4. Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB88/0 Metric HMPR8/15 HMPR8/15 HMPR8/0 HMPR8/15 HMPR8/15 HMPR8/0 HMPR8/0 HMPR8/1550 HMPR8/15400 HMPR8/15550 HMPR8/1550 HMPR8/50 HMPR8/ Available stud types HTB8/40 HTB81/50 HMLN86 HMLN88 HMLN8 1 Metric Size 5X17X0.5 HMPR 8/15 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel (S5JR ), EG Electro galvanized mild steel ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single Loads Load Pair Single loads Load pair Metric Channel length L: L: L: > L: 00 L: > L: L: > L: >00 sizes ar aa ae af M8 M M L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

16 Your Fixing Systems Specialist 14 HMPR8/17 Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm) HTB8/40 Metric HMPR8/17 HMPR8/17 HMPR8/1700 HMPR8/17 HMPR8/17 HMPR8/1700 HMPR8/1700 HMPR8/1750 HMPR8/17400 HMPR8/17550 HMPR8/1750 HMPR8/17050 HMPR8/ Available stud types HTB81/50 HTB816/60 HMLN88 HMLN8 HMLN Metric Size 5X17X0.5 HMPR 8/17 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel (S5JR ), EG Electro galvanized mild steel ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single Loads Load Pair Single loads Load pair Metric Channel length L: L: L: > L: 00 L: > L: L: > L: >00 sizes ar aa ae af M1 M L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the admissable load of the bolts must not be exceeded.

17 15 HMPR40/5 Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm) Edge Space ( X mm) HTB40/40 Metric HMPR40/5 HMPR40/500 HMPR40/5 HMPR40/5 HMPR40/500 HMPR40/500 HMPR40/550 HMPR40/5400 HMPR40/5550 HMPR40/550 HMPR40/5050 HMPR40/ Available stud types HTB401/50 HTB4016/60 HMLN408 HMLN Metric Size.8X17X4.5 HMPR 40/5 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel (S5JR ), EG Electro galvanized mild steel ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af M M1 M L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

18 Your Fixing Systems Specialist 16 HMPR49/0 Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB50/1/50 Metric HMPR49/0 HMPR49/000 HMPR49/0 HMPR49/0 HMPR49/000 HMPR49/000 HMPR49/050 HMPR49/0400 HMPR49/0550 HMPR49/050 HMPR49/0050 HMPR49/ Available stud types HTB5016/60 HTB500/80 HMLN50 HMLN501 HMLN Metric Size.8X17X4.5 HMPR 49/0 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel W (S55MC ), EG Electro galvanized mild steel W ( S55MC ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af M16 M0 00 L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

19 17 HMPR54/ Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB501/50 Metric HMPR54/ HMPR54/00 HMPR54/ HMPR54/ HMPR54/00 HMPR54/00 HMPR54/50 HMPR54/400 HMPR54/550 HMPR54/50 HMPR54/050 HMPR54/ Available stud types HTB5016/60 HTB500/80 HMLN50 HMLN501 HMLN Metric Size 11.7X1X4.5 HMPR 54/ Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel W ( S55MC ), EG Electro galvanized mild steel W ( S55MC ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af.0 (5.0).0 (5.0) 11.0 (1.5) 11.0 (1.5).0 (5.0) 11.0 (1.5) 0.8 (5.0) 0.8 (5.0) 15.4 (17.5) 15.4 (17.5) 0.8 (5.0) 15.4 (17.5) M16 M L : Channel length Values are for concrete strength class C0/5. Values in (*) are for concrete strength class C0/7. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

20 Your Fixing Systems Specialist 18 HMPR7/49 Castin Channel Technical Information Pull out load on long channels all. F Pull out load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = 1.4 * all. F Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm) HTB70/80 Metric HMPR7/49 HMPR7/4900 HMPR7/49 HMPR7/49 HMPR7/4900 HMPR7/4900 HMPR7/4950 HMPR7/49400 HMPR7/49550 HMPR7/4950 HMPR7/49050 HMPR7/ Available stud types HTB70/ HMPR 7/49 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel W (S55MC), EG Electro galvanized mild steel W (S55MC). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af 7.0 (.0) 7.0 (.0) 1.5 (16.0) 1.5 (16.0) 7.0 (.0) 1.5 (16.0) 7.8 (44.8) 7.8 (44.8) 18.9 (.4) 18.9 (.4) 7.8 (44.8) 18.9 (.4) M0 M L : Channel length Values are for concrete strength class C0/5 Values in (*) are for concrete strength class C0/7. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

21 19 HMPR41/ Castin Channel Technical Information Tensile load on long channels all. F Longitudinal load all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB411/60 Metric HMPR41/ HMPR41/00 HMPR41/ HMPR41/ HMPR41/00 HMPR41/00 HMPR41/50 HMPR41/400 HMPR41/550 HMPR41/50 HMPR41/050 HMPR41/ Available stud types HTB4116/60 HMLN418 HMLN41 HMLN Metric Size 8X0X4 X0X4 HMPR 41/ Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel (S5JR ), EG Electro galvanized mild steel W ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af M1 M L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

22 Your Fixing Systems Specialist 0 HMPRH40/ Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB40/40 Metric HMPRH40/ HMPRH40/00 HMPRH40/ HMPRH40/ HMPRH40/00 HMPRH40/00 HMPRH40/50 HMPRH40/400 HMPRH40/550 HMPRH40/50 HMPRH40/050 HMPRH40/ Available stud types HTB401/50 HTB HMLN408 HMLN Metric Size.8X17X4.5 HMPRH 40/ Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel (S5JR ), EG Electro galvanized mild steel W ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af M M1 M L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

23 1 HMPRH50/0 Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB501/50 Metric HMPRH50/0 HMPRH50/000 HMPRH50/0 HMPRH50/0 HMPRH50/000 HMPRH50/000 HMPRH50/050 HMPRH50/0400 HMPRH50/0550 HMPRH50/050 HMPRH50/0050 HMPRH50/ Available stud types HTB5016/60 HTB500/80 HMLN50 HMLN501 HMLN Metric Size.8X17X4.5 HMPRH 50/0 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel W (S5JR ), EG Electro galvanized mild steel W ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af M16 M0 00 L : Channel length Values are for concrete strength class C0/5. When using lower size t head bolts, the allowable load of the bolts must not be exceeded.

24 Your Fixing Systems Specialist HMPRH5/4 Castin Channel Technical Information Tensile load on long channels all. F Tensile load on short channels all. F Shear load on long channels all. F Eurocode concept: When determining the load capacity according to Eurocode the design resistance is adopted. = all. F * 1.4 Product ( mm ) No of Studs Stud Spacing ( S mm ) Edge Space ( X mm ) HTB501/50 Metric HMPRH5/4 HMPRH5/400 HMPRH5/4 HMPRH5/4 HMPRH5/400 HMPRH5/400 HMPRH5/450 HMPRH5/4400 HMPRH5/4550 HMPRH5/450 HMPRH5/4050 HMPRH5/ Available stud types HTB5016/60 HTB500/80 HMLN50 HMLN501 HMLN Metric Size 11.7X1X4.5 HMPRH 5/4 Section Type Pressed stud Welded plate Welded section Material: A: Stainless steel W 1.401, A4 Stainless steel W , HDG hot dip galvanized mild steel W (S5JR ), EG Electro galvanized mild steel W ( S5JR ). Tensile load Shear Load T bolts Loading type Minimum edge spacing Single loads Load Pair Single loads Load pair Metric Channel length L: L: > L: 00 L: > L: > L: >00 sizes ar aa ae af.0 (5.0).0 (5.0) 11.0 (1.5) 11.0 (1.5).0 (5.0) 11.0 (1.5) 0.8 (5.0) 0.8 (5.0) 15.4 (17.5) 15.4 (17.5) 0.8 (5.0) 15.4 (17.5) M16 M L : Channel length Values are for concrete strength class C0/5. Values in (*) are for concrete strength class C0/7. When using lower size t head bolts, the admissable load of the bolts must not be exceeded.

25 HMPR Castin Channel Technical Details Summary Tensile load values loads for castin channels in concrete strength class C 0/5 Channel Type Loading type S= Stud spacing ls= load spacing F= Load Tensile loads Single Loads Load Pair Short channels S= S=15 S = ls: 15 F F F F F F F F F F F F F L: L: L: > L: 00 L: > L: L: 00 L: 50 8/15 8/17 40/5 & 40/ 49/0 & 50/0 54/ & 5/4 7/ (5).0 (5) 11.0 (1.5) 11.0 (1.5).0 (5) 0.8 (5) 0.8 (5) 15.4 (17.5) 15.4 (17.5) 0.8 (5) 7.0 () 7.0 () 1.5 (16.0) 1.5 (16.0) 7.0 () 7.8 (44.8) 7.8 (44.8) 18.9 (.4) 18.9 (.4) 7.8 (44.8) Shear load values loads for cast in channels in concrete strength class C 0/5 Channel Type Loading type S= Stud spacing ls= load spacing F= Load Shear loads Single Loads Load pair Short channels S= S=15 S = ls: F F F F F F F F F F F L: L: > L: >00 L:> L: > L:>00 8/ / /5 & 40/ /0 & 50/ (5) 11.0 (1.5).0 (5.0) 11.0 (1.5) 54/ & 5/4 0.8 (5) 15.4 (17.5) 0.8 (5) 15.4 (17.5) 7.0 () 1.5 (16.0) 7.0 () 1.5 (16.0) 7/ (44.8) 18.9 (.4) 7.8 (44.8) 18.9 (.4) Values are for concrete strength class C0/5 Values in (*) are for concrete strength class C0/7 When anchoring into concrete C1/15, the allowable load for C0/5 are to be reduced with factor 0.7. When using lower size T head bolts, the allowable load of the bolts must not be exceeded. Loading table for T head bolts is on pages 4 &

26 Your Fixing Systems Specialist 4 HMPR Castin Channel Technical Details Summary Safe loads allowable loads for T head bolts T head bolt Metric size Grade Loads Tensile & shear Loading table for T head bolts ( kn) Stainles s s teel 4.6 class steel 8.8 class steel W / A450 Bending moment Tensile & shear Bending moment Tensile & shear Bending moment Stainles s s teel W / A470 Tensile & shear Bending moment Max Torque loads (Nm) 4.6 class 8.8 class W W steel steel / A450 / A470 M6 M8 M M1 M16 M0 M4 M0,,0, 1,8,0,8,1,8,1,5 4, 5, 4,0 5,0 4,0 4,4 5,5 9,4 5,6 7,0 5,6 6, 7,7 1, 6,4,0 1, 4,9 6,4 8,7 8,7 18,7 9,0 14,0 18,6 4,9 9,0 1, 1, 6, 9, 17,5 19,4 4,7 9, 15, 1,6,8 1,0 4,5 7, 61, 1,0 1,4 17,6 45,9 17, 44,4 6,1 1,0 17, 8,8,6 8, 4, 6, 50,5 154,0 4, 54,,0 116,6 7,0 86,5 56,4 16,4 7,0 75,7 6,8 16, 7,8 11,1 79,0 0,0 7,8 6,0 51,5 7, 8,8 149,9 81, 8,8,9 54, 09,9 11,7 54, 18, 61,7 99,9 19,0 61,7 6,4 86,4 419,9 180,6 86,4 67, Axial & Edge Spacing Minimum distances and minimum component dimensions Spacing Dimensions ( mm) Single dimensions Channel pairs Slab dimensions Channel Type ar aa ae af ar1 a1 ae b d 8/ / /5 & 40/ (70) (70) /0 & 50/0 00 () 5 () / & 5/ / / The minimum distances specified are for reinforced concrete. If the distances are increased by 0% then there is no requirement for placement in to reinforcement. Only tensile (centric strain) allowed. For shear (transverse strain) the distance ar to the unstressed edge of the component may be reduced to ar/. Spacing dimensions indicated in brackets apply when actual ar x allowable ar.

27 5 HMPR Castin Channel Reduced Edge Distances Reduced Edge Distances for (ar) under pull out load In instances when cast in channels are placed in thin walls or beams, it is possible to achieve 50 mm edge distance (ar) by transmitting the loads with additional reinforcement into the concrete. The placing of the cast in channels and the additional reinforcement in the concrete should be made as shown on the illustration below. Pull out Pull out Pull out ar > = 50 mm Additional reinforcement for cast in channels 41/ & 40/5 Additional reinforcement is required in the concrete to achieve edge distance (ar) of 75 mm for channels 41/1 & 40/5 when loading in perpendicular direction to the edge of the concrete walls. The placing of the reinforcement around the channels should be made as shown on the illustration below. Shear Additional reinforcement when the edge distance of the cast in channel is 75 mm < or = ar < mm and the load direction is perpendicular to the edge of the component. Reduced edge distances ar with reduced loading Channel Type Tensile Actual loads / / /5&40/ /0&50/ /&5/ Channel Type Shear Actual loads / / /5&40/ /050/ /&5/

28 Your Fixing Systems Specialist 6 HMPR Castin Channel Reduced Edge Distances Reduced Edge Distances for (ae) with reduced load capacity In instances when cast in channels are placed in narrow concrete walls, for example to columns; it is possible to achieve lower edge distance (ae) by placing additional reinforcement into the concrete. Two additional links must be closely placed above and below the length of the channels as shown on the illustration on the bottom right. Ø 6 reinforcement 40 Additional Ø6 reinforcement ae Pull out load 5 5 Pull out load Ø 16 reinforcement Additional Ø6 reinforcement When using HMPR cast in channels 8/15, 8/17, 40/5 and 40/ for attachments on to narrow reinforced concrete columns, the following table can be referred to, providing that two stirrups are fixed directly above and below the short channels as shown above. Slab width and channel lengths Channel Type Slab width 00 mm Slab width mm Slab width 00 mm Slab width 50 mm Slab width 400 mm L: mm L: 00 mm L: mm L: 00 mm L:50 mm ls ls ls ls ls ls: min. / max. mm ls: min. mm / max mm ls: min. mm / max. 00 mm ls: min. 15 mm / max. mm ls: min. mm / max. 00 Load direction Tensile kn Shear kn Tensile kn Shear kn Tensile kn Shear kn Tensile kn Shear kn Tensile kn Shear kn 8/ / / / L : Channel Is : Load Spacing

29 Special Types of Castin Channels Castin Channels with reinforcement studs Anchors can be manufactured out of reinforcement studs for special applications, particularly fixings in the edge of thin slabs. These channels have higher pull out loads and combined loads. Due to these qualities these channels are preferred for use in the fixing of curtain walls on to reinforced concrete beams. Channels with special fabricated elements Special cast in channel manufacturing can be made according to the requirements of the project. Local testing as well as in house testing can me made to safe check the load capacities of the special cast in channels.

30 Your Fixing Systems Specialist 8 Curved cast in channels Special Types of Castin Channels Channels can be easily curved to an internal or external radius (lips inward or lips outward). Curves on elevation, such as brick arch details, which require special care, can be accommodated with these types of channels. Inside Channel slot Outside channel slot Ra : Radius of outer channel Application : Ri : Radius of inner channel Tunnels Curved walls Prefabricated pipes Min Radius Channel Types 8/15 8/17 41/ 40/5 40/ 49/0 50/0 54/ 5/4 Inner channel 0.5 m 0.5 m 1.5 m 1 m 0.7 m 0.8 m 0.8 m 4 m 0.8 m Outer channel 1.0 m 1.5 m 4 m m m 8 m 4 m 0.8 m 4 m Channel pair special fabricated unit Where double or multiple fixings are required at known centres, channels can be welded to spacer straps, as shown below. The straps keep the channels parallel and accurately spaced along their length. Spacers are made either by steel strips or reinforced steel. Available in stainless steel and hot dip galvanized mild steel Corner fabricated unit Channels can be easily fabricated to suit corners, see below. (Smaller channels may be folded; larger channels are welded.) Standard leg dimensions are 15 mm by mm. Other sizes can be produced upon request. Available in stainless steel and hot dip galvanized mild steel. Channels with strap strip If a narrow beam has a central reinforcement bar, anchors can be made to pass each side of the bar. This might occur where fixings for mechanical services are required in waffle slabs. Channels with wing strip Wing anchors are available for low profile details, e.g. where a channel is located in the concrete casing of a steel beam. The channel load capacity is reduced.

31 9 HTPR Castin Channel for Profiled Metal Sheeting Technical Details HTPR Cast in channels for profiled metal sheeting installation on reinforced concrete beams and columns are available in and 6 mm thicknesses and 60/ sections. Fixing is done with self drilling screws or shot fired nails. Channels allow fast and economical installation as this system eliminates the difficult and time consuming anchor fixing into concrete. Channels are inserted onto the surface of the concrete component flush to the surface and in the correct alignment. The end joints between channels should be minimum 0 mm. Fixing to the channels is made with either self drilling screws 6,x or shot fired nails 4,5x4. Channels are available in two standard types in metre length with foam filling. Available materials are stainless steel grade (AISI 04) & (AISI 16) and hot dip galvanized mild steel. The installation of profiled metal sheets on to prefabricated concrete components with embedded HPTR channels enables easy and economical fixing. Fixing is done with self drilling screws on to the HPTR cast in channels, without the need of predrilled holes. Power screw driver with 0 rpm is required for fixing. HPTR channels are cast flush to the surface. The concrete surface should be trowelled smooth enabling the metal sheets to be positioned directly over the channels. Drilling positioning should be made in the middle of the channels, leaving a minimum distance of 1/ of the width from the side of the channel. The minimum edge spacing (ae) should be no less then 0 mm. The distance (x) between the channel end the screw position should be no less than 5 mm. The minimum spacing (ar) between channels should be 0 mm.

32 Your Fixing Systems Specialist 0 HTPR Castin Channel for Profiled Metal Sheets Technical Details Product HTPR Castin Channel Channel Thickness Section Execution No of Studs Stud Spacing Stud Edge Distance HTPR000 A.000 A HTPR6000 A A / 75 HTPR000 B.000 B 0 HTPR6000 B B 0 Tensile allowable loads F S S S S Ld=S Ld=S/ Ld=S/ Ld=S/ Ld=S/ F F F F F F F Point loads F Load Pairs F Type HTPR AR Type HTPR AU Type HTPR AY HTPR 000 A Execution Thickness Type Type HTPR AR Type HTPR AU Edge Distances (cm) aa ar ae af d b Type HTPR AY Type : A : Can be cut into two pieces at the centre. Edge spacing must be minimum 75 mm. Type : B : Can be cut into multiple pieces at the centre of two studs. Minimum edge space must be 75 mm.

33 1 HWT01 Wall Ties Technical Details The HWT Wall ties provide secure and easy connections between concrete components. Serrated ties and washers enable safe transmittal of tensile loads. Wall ties are used with cast in channels and T head bolts to achieve three dimensional adjustability for restraining attachments of prefabricated concrete components. Wall ties are available in stainless steel & and hot dip galvanized W grade steel. HWT01 Wall Tie Projection + 0 (K mm) Cavity + 0 (C mm) (L mm) Tensile Load Edge Distance (ar mm) Slotted Hole HWT18/1550 HWT18/1575 HWT18/15 HWT18/1515 HWT18/15 HWT18/15175 HWT18/ To be used with HMPR8/15 channels and HTB18/15Mx40 T Bolts. HWT18/1775 HWT18/17 HWT18/1715 HWT18/17 HWT18/17175 HWT18/ To be used with HMPR8/17 channels and HTB18/17M1x50 T Bolts x x55

34 Your Fixing Systems Specialist HWT0 Wall Ties Technical Details HWT0 Wall Tie Projection + 0 (K mm) Cavity + 0 (C mm) (L mm) Tensile Load Edge Distance (ar mm) Slotted Hole HWT8/1575 HWT8/15 HWT8/1515 HWT8/15 HWT8/ To be used with HMPR8/15 channels and HTB18/15Mx40 T Bolts. HWT8/17 HWT8/1715 HWT8/17 HWT8/ To be used with HMPR8/17 channels and HTB18/17M1x50 T Bolts x x55 HWT0 Wall Tie Projection + 0 (K mm) Cavity + 0 (C mm) (L mm) Tensile Load all. F Edge Distance (ar mm) Slotted Hole HWT8/1700 HWT8/175 HWT8/ To be used with HMPR8/17 channels and HTB18/17M1x50 T Bolts. HWT49/000 HWT49/05 HWT49/0 HWT49/075 HWT49/ To be used with HMPR49/0 channels and HTB49/0M16x60 T Bolts X X60

35 HWTM Wall Ties for Masonry & HBTR Brick tie channel Introduction HWTM Wall ties for masonry are used for the safe and easy connections of masonry blocks to the wall through connections made to cast in channels or surface fixed framing channels. HWTM type wall ties are designed for restraint attachments of both masonry wall facades and masonry walls to load bearing concrete walls. The sliding capability of the ties along the length of the channels decreases the risk of the masonry cracking due to structure movements. Embedded length e e Insulation Wall ties can be used for masonry wall connections fixed to load bearing walls. Embedding length (e) is achieved with the length of the wall tie. The wall ties are inserted on the channel at desired points and are positioned by turning the ties 90 degrees clockwise. The perforated holes in the wall ties allow mortar filling to improve bonding. Wall ties for masonry are available in stainless steel EN & Wall ties can be used on masonry facade cladding. A minimum embedded length of 50 mm should be applied. The embedded length (e) is determined by correctly setting the length of the wall tie (L) and the masonry block width (d). a l e d e: min. 50mm HBTR5/15 Brick tie channels are cold rolled pregalvanized channels that have punched lugs on the back of the channels. This channel provides the same loading performance as the 8/15 and is an economic option for use in restraining brick walls on to concrete. Lugs are punched out every mm and the channels are supplied with a strip filler. A debonding sleeve is used to cover the wall ties before installation which enables longitudinal movement in the direction of the tie. This is ideal when installing long masonry walls to concrete walls or when tying in large span infill walls to floor slabs. Debonding sleeves allow room for movement and prevents any cracking of the masonry walls. Lugs are prepunched on the back of the channel at mm centres. The lugs are easily bent out on site prior to the casting of concrete. 1. Concrete wall.. HBTR Channel.. HWTM Wall tie with debonding sleeve. 4. Insulation. 5. Masonry wall 1 4 Movement facility 5 Wall ties are easily inserted into the debonding sleeves before installation is made.

36 Your Fixing Systems Specialist 4 HWTM Wall Ties for Masonry Technical Details HWT wall ties can be used with cast in channels type 8/15 and 8/17. Connections on to surface fixed HMP channels type 8/15 and 8/17 can also be made. HMP channels can be welded on to structural steel to allow wall tie connections. HWTM 01 Wall Tie Thickness Width Channel type Tensile load Shear load HWTM1 8/1515 HWTM1 8/15185 HWTM1 8/ / HWTM 0 Wall Tie Thickness Width Channel type Tensile load Shear load HWTM 8/1585 HWTM 8/15 HWTM 8/ /15..7 HWTM 8/1585 HWTM 8/15 HWTM 8/ /17..7 HWTM 0 Wall Tie Thickness Width Channel type Tensile load Shear load HWTM 8/1585 HWTM 8/15 HWTM 8/ /15..7 HWTM 8/1585 HWTM 8/15 HWTM 8/ /17..7 HWTM 04 Wall Tie Thickness Width Channel type Tensile load Shear load HWTM4 8/1585 HWTM4 8/15 HWTM4 8/ /15..7 HWTM4 8/1585 HWTM4 8/15 HWTM4 8/ /17..7

37 5 HTB T Bolts & HMLN Lock Nuts Technical Details T bolts and lock nuts for attachment in to cast in channels are specially designed for a perfect fit into the section of the channels. Insertion is made and after a 90 degree turn clockwise the fixing is made. Correct torque values must be applied in order to achieve secure connections. T bolts and lock nuts are are available in stainless steel and hot dip galvanised steel strength class 4.6 & 8.8. T head bolt Metric size Grade Loads Loading table for T head bolts ( kn) Stainles s s teel 4.6 class steel 8.8 class steel W / A450 Stainles s s teel W / A470 Tensile & Bending Longitudinal load shear moment nal load shear moment nal load shear moment nal Tensile & Bending Longitudi Tensile & Bending Longitudi Tensile & Bending Longitudi shear moment load Max Torque loads (Nm) 4.6 class steel 8.8 class steel W W / / A450 A470 M6 M8 M M1 M16 M0 M4 M0, 4,0 6,4 9, 17, 7,0 8,8 61,7,0 5,0,0 17,5 44,4 86,5 149,9 99,9 0, 0,0 0,0 0,50 0,90 1,40,00,0 1, 19,4 6,1 56,4 81, 19,0 4,9 4,7 1,0 16,4 1,1 1,6,0 4,7, 4,0 6,4 9, 17, 7,0 8,8 61,7 1,8 4,4 8,7 15, 8,8 75,7,9 6,4 0,1 0, 0, 0,5 0,9 1,4,0,,0 5,5 8,7 1,6,6 6,8,8 9,4 18,7,8 8, 16, 0,1 0, 0,4 0,7 1, 1,9,1 5,6 9,0 1,0 4, 7,8 54, 86,4,8 7,0 14,0 4,5 6, 11,1 09,9 419,9 0,14 0,8 0,4 0,70 1,6 1,96,80 4,48 18,6 7, 50,5 79,0 11,7 180,6 4,9 61, 154,0 0,0 1,5, 4, 6,6,1 5,6 9,0 1,0 4, 7,8 54, 86,4,5 6, 1, 1,4 54, 6,0 18, 67,4 0,1 0, 0,4 0,7 1,,0,8 4,5 4, 7,7 1, 17,6,0 51,5 5, 1, 6, 45,9 116,6 7, 0, 0,4 0,6 1,0 1,7, Allowable loads for locknuts Lock nut type Tensile HMLN86 1,9 HMLN88,8 HMLN8,0 HMLN88 4,0 HMLN8 4,1 HMLN81 5,7 HMLN416 4,0 HMLN418 4,0 HMLN41 6,4 HMLN411 9, HMLN408 4,0 HMLN40 6,4 HMLN401 9, HMLN50 6,4 HMLN501 9, HMLN5016 9, HMLN71 9, HMLN716 17, HMLN70,0 The length of the T bolt must be determined using the formula below : (L erf =tfix + i + f + v) l erf t fix i s v Square washers must always be used in cases of installations with spacings. Offset distance Lock nut type Shear HMLN416, HMLN418 4,0 HMLN41 5,0 HMLN411 5,0 Installations must always be made flush to the surface. Contact must be established between the fixture and the cast in channel. In cases of non flush surfaces, an square washer and a shim must be used to enable secure transfer of loads on to the channels.

38 Your Fixing Systems Specialist 6 HTB T Bolts & HMLN Lock Nuts Technical Details HTBT Head Bolts HTB8 T Bolt a : 4 mm b :.5 mm c : mm HTB88/0 HTB8/40 HTB81/50 Size (MxL) M8X0 MX40 M1X50 For Channel type HMPR8/15 HTB8 T Bolt a : 7 mm b : 1 mm c : 0.5 mm HTB8/40 HTB81/50 HTB816/60 Size (MxL) MX40 M1X50 M16X60 For Channel type HMPR8/17 HTB40 T Bolt a : 1 mm b : 14 mm c : 4 mm HTB40/40 HTB401/50 HTB4016/60 Size (MxL) MX40 M1X50 M16X60 For Channel type HMPR40/5 & HMPRH 40/ HTB50 T Bolt a : b : c : 1 mm 17.5 mm 4 mm HTB501/50 HTB5016/60 HTB500/80 Size (MxL) For Channel type HMPR49/0,54/ & HMPRH50/0,5/4 M1X50 M16X60 M0X80 HTB41 T Bolt a : b : c : mm 0 mm 4 mm HTBC411/50 HTBC4116/60 Size (MxL) M1X50 M16X60 For Toothed Channel type HMPR41/1 HTB7 T Bolt a : b : c : 17 mm mm 58 mm HTB70/80 HTB74/80 HTB70/80 Size (MxL) M0X80 M4X80 M0X80 For Channel type HMPR7/49 HMLN Lock nuts HMLN8 Lock Nut a : 4 mm b : 1 mm c : 4.5 mm HTB86 HTB88 HTB8 Size (MxL) M6 M8 M For Channel type HMPR8/15 HMLN8 Lock Nut a : 6 mm b : 17.5 mm c : 1.5 mm HTB8 HTB81 HTB816 Size (MxL) M M1 M16 For Channel type HMPR8/17 HMLN40 Lock Nut a : b : c :.8 mm 17 mm 4.5 mm HTB86 HTB88 HTB8 Size (MxL) M6 M8 M For Channel type HMPR40/5 & HMPRH 40/ HMLN49 Lock Nut a : b : c : 11.7 mm 1 mm 4.5 mm HTB49 HTB491 HTB4916 Size (MxL) M M1 M16 For Channel type HMPR49/0,54/ & HMPRH50/0,5/4 HMLN41 Lock Nut HMLN416 HMLN418 HMLN41 HMLN411 Size 6X0X4 8X0X4 9X0X4 X0X4 For Channel type HMPR41/ M M6 M8 M M1 HMLN7 Lock Nut a : b : c : mm 1 mm 6 mm HTB71 HTB716 HTB70 Size (MxL) M1 M16 M0 For Channel type HMPR7/49

39 7 HMPR Cast in Channels Application Examples HMPR Cast in channels with studs and corresponding T head bolts for are used for strong and secure connections in to concrete without the use of drilling. Suitable for connections of any type of secondary structures. Loads up to.0 kn are applicable. Advantages: No drilling on site. No noise and vibration of power tools. Safe near edges on concrete. Adjustable and flexible. Safe and secure fixing. Quick and easy fixing. Applicable for all type installations. Installation of curtain walls. Installation of natural stone panels Installation of masonry walls. Installation of precast concrete panels. Connection of concrete beams. Installation of pipe systems.

40 Your Fixing Systems Specialist 8 HMPR Cast in Channels Application Examples Installation of base components. Installation of reconstructed stone. Installation of pipe systems. Wall connections. Wall connections. Upper beam connection. Base connection. Lower beam connection.

41 Always at the forefront of fixing technology, HAZ METAL has earned a reputation as the leaders in fixing sytems innovation and is regarded as the one to follow. HAZ METAL fixing systems of today become the standard of tomorrow. HAZ METAL combines the very latest international technology with its own research and development team to establish a technical excellence within the industry. HAZ METAL readily embraces the responsibility of a major producer and shares its expertise with problem solving solutions. HAZ METAL ŞİRKETLER GRUBU HAZ PAZARLAMA İÇ & DIŞ TİC. A.Ş. Sarıkanarya Sok. Ece Apt. No. 8/1 Kozyatağı Mah. 474 Kadıköy İstanbul, TÜRKİYE Tel : +90 (0) Fax : +90 (0) hazpazarlama@hazgrp.com HAZ INTERNATIONAL LTD. 154 Great North Road Hatfield Herts. AL9 5JN England Tel : +44 (0) Fax : +44 (0) haz@hazuk.co.uk HAZ EGYPT LTD Hafez Ramadan St. Nasr City, Cario, Egypt Tel : + (0) info@hazeg.com HAZ METAL SANAYİ VE TİCARET A.Ş. Şehit Er Çıracı Caddesi No. Akçay Sanayi Bölgesi İskenderun Hatay / TÜRKİYE Tel : +90 (0) Fax : +90 (0) info@hazmetal.com HAZ MARBLE INDUSTRY & TRADE LLC First Gulf Building Comiche Street nd Floor, Flat No. 0 P.O. Box 571 Abu Dhabi, United Arab Emirates Tel : +90 (0) Fax : +90 (0) hazuae@hazmarbleuae.ae HAZ MARBLE QATAR WLL P.O.BOX 196 CRing road Doha / Qatar Tel : +974 (0) Fax : +974 (0) hazqatar@hazqatar.com HAZ METAL DEUTSCHLAND GmbH Leonhard Karl Strasse Wertheim, Germany Tel : +49 (0) Fax : +49 (0) info@hazmetal.de HAZ RUS LTD. Elektrolitniy Proezd, Dom 16, 1 Moscow, Russian Federation Tel : + 7 (96) Fax : + 7 (96) info@hazrus.ru HAZ ASIA PACIFIC PTE LTD Co. reg. no. 0887N Blk Woodlands Link #0165 Singapore 7874 Tel: Fax: info@hazapac.com PRODUCT CATALOG HAZCIEN / 0.11