ISOPRO. Forward constructing. Thermal insulation element for connecting steel or wooden beams

Transcription

1 ISOPRO Thermal insulation element for connecting steel or wooden beams Sealing Thermal insulation Formwork Sound absorption Reinforcement Connection Accessories Forward constructing.

2 ISOPRO STEEL AND WOOD CONNECTION OUR CONVICTION: FORWARD CONSTRUCTING. Not just to reflect the current state of building technology, but always to be a decisive step ahead this is our promise. This is why we constantly achieve pioneering work in all product areas. Our employees consistently use their extensive practical experience and creativity to benefit our customers. Through regular collaborative dialogue with our target groups, we develop today the products which are needed tomorrow. With our dynamics we set consistently milestones in building technology yesterday, today and tomorrow. This is what we mean by Forward Constructing. 2

3 ISOPRO STEEL AND WOOD CONNECTION CONTENT 04 ISOPRO 06 Type SBM 18 Type SBQ Steel and wood connection Steel connection for overhanging elements Steel connection for supported elements 26 Type HBM 34 Type HBQ Wood connection for overhanging elements Wood connection for supported elements 40 Service & Contact We are at your service. Wherever you are, you can count on us. 3

4 ISOPRO STEEL AND WOOD CONNECTION TYPE OVERVIEW ISOPRO TYPE SBM AND HBM - PAGE 6 + PAGE 26 - Connects freely projecting steel or wooden constructions with reinforced concrete structural components. Bending moments, lateral and horizontal forces are transmitted. ISOPRO TYPE SBQ AND HBQ - PAGE 18 + PAGE 34 - Connects supported steel or wooden constructions with reinforced concrete structural components. Lateral and horizontal forces are transmitted. 4

5 ISOPRO STEEL AND WOOD CONNECTION MATERIALS AND TEST CERTIFICATES ISOPRO COMPONENT CATALOGUE Reinforcing steel: B500B Stainless steel: S275 - mat. no , , S460 - mat. no in accordance with approval Z Structural steel: S235 Insulating body: NEOPOR * rigid polystyrene foam = W/mK Steel strut (wood connection): S235, galvanised CONNECTING COMPONENTS CEILING Concrete: Standard concrete in accordance with EC2 and DIN EN Minimum concrete strength: C20/25 Reinforcing steel: B500B BALCONY Structural steel: Wood: Dowel rods: Minimum grade: S235 Material, dimensions and corrosion protection in accordance with details provided by the structural engineer C24 or C30 solid softwood GL24c or GL28c laminated timber S235, galvanised TEST CERTIFICATES Approvals: DIBt Berlin General technical approval No. Z NOTE: Technical information about our ISOPRO thermal insulation elements can be downloaded at * NEOPOR is a registered trade-mark of BASF, Ludwigshafen Project-related insulation ratings on request. 5

6 ISOPRO TYPE SBM STEEL CONNECTION ISOPRO type SBM STEEL CONNECTION FOR OVERHANGING ELEMENTS THE PRODUCT The ISOPRO SBM type thermal insulation element structurally connects freely projecting steel constructions with reinforced concrete structural components. At the same time, its excellent thermal properties resolve the problem of thermal bridging a key issue in building engineering physics at this transition. The element comprises an EPS insulating body with extremely low thermal conductivity and a structurally effective stainless steel truss construction. Both positive and negative bending moments, as well as lateral and horizontal forces, can be transmitted depending on the type. BENEFITS General technical approval No. Z Design values established in the approval Reduction of thermal bridging in accordance with DIN and EnEV Simple and secure assembly by means of continuously variable height adjustment THE APPLICATION As a solution to the interface between steel construction and reinforced concrete construction, ISOPRO steel connectors fit perfectly into the ISOPRO family. ISOPRO SBM type elements were developed specially for connecting freely projecting steel constructions such as balconies and canopies. The elements are installed in the shell as part of reinforcement and concreting work. Assembly of the steel construction is carried out at a later date by the steel workers. 6

7 ISOPRO TYPE SBM STEEL CONNECTION APPLICATION EXAMPLES ISOPRO SBM TYPE CONNECTING SITUATIONS Formwork erection brick work: Formwork erection brick work with ETICS: Special design for connection to a wall: Please contact our Application Technology department for further special constructions. Phone: +49 (0) Fax: +49 (0) technik@h-bau.de Corner area for h 200 mm: NOTES: The following applies for connection in the corner area: Only for ceiling thickness h 200 mm Element bearing capacity for h - 20 mm Always account for the 20 mm height difference on the on-site face plate

8 ISOPRO TYPE SBM STEEL CONNECTION DESIGN AND DIMENSIONS ISOPRO TYPE SBM 14 Q8 / SBM 14 Q (10 mm steps) dia. 14 Assembly plate Adjustment plate * * M16 Pressure plate 65x40x * 70 dia. 8 dia. 10* 165 *Values for Q10 ISOPRO TYPE SBM 14 QQ (10 mm steps) Assembly plate Adjustment plate dia. 14 dia M16 dia

9 ISOPRO TYPE SBM STEEL CONNECTION ISOPRO TYPE SBM 20 Q10 / SBM 20 Q (10 mm steps) Assembly plate 15 Adjustment plate 15 20* * * M * dia. 8 dia. 10* dia. 20 dia. 20 C ( 1 : 5 ) C *Values for Q12 MODEL WITH WOODEN ASSEMBLY PLATE Sample illustration 9

10 ISOPRO TYPE SBM STEEL CONNECTION DIMENSIONING SYSTEM LENGTH The system length is measured from the trailing edge of the top plate l k M V H Cleat on-site h DIMENSIONING TABLE FOR CONCRETE C20/25 Bending moment M Rd [knm] Type SBM 14 Q8 ISOPRO type SBM 14 ISOPRO type SBM 20 SBM 14 Q10 SBM 14 QQ SBM 20 Q10 SBM 20 Q12 h = 180 [mm] h = 200 [mm] h = 220 [mm] h = 240 [mm] h = 250 [mm] h = 260 [mm] h = 280 [mm] Vertical force V Rd [kn] Horizontal force H Rd [kn] ±2.5 ±4.0 ±2.5 ±4.0 ±6.5 ISOPRO product definition: e.g. SBM 14Q8 h200 Element height Load-bearing capacity Type designation NOTE: The steel construction must be elevated for any deformations that arise; see page 11. For maximum clearance between expansion joints, see page 12. For maximum installation tolerances, see page

11 ISOPRO TYPE SBM STEEL CONNECTION PLANNING INFORMATION DEFORMATION FACTORS TAN Deformation factor tan [] Type ISOPRO type SBM 14 ISOPRO type SBM 20 SBM 14 Q8 SBM 14 Q10 SBM 14 QQ SBM 20 Q10 SBM 20 Q12 h = 180 mm h = 200 mm h = 220 mm h = 240 mm h = 250 mm h = 260 mm h = 280 mm DEFLECTION AND ELEVATION In order to determine the vertical displacement of the steel construction, the deformation of the ISOPRO type SBM steel connection must be superimposed on the deformation of the connected steel construction. NOTE The values indicated are approximations. These may deviate depending on the installation situation and assembly. It may then be necessary to take other influences on deformation into consideration. We recommend providing proof in the limit state of suitability for use (quasi-continuous load combination). The steel construction must be elevated for the deformation identified. Please note: The results are rounded up or down in accordance with the planned drainage. The amount of elevation derived from the element's deformation is calculated as follows: w [mm] = tan (M Ed /M Rd ) l k [m] 10 tan See table above for deformation factor. M Ed Bending moment for determining the elevation as a result of the ISOPRO element. The proper load combination will be determined by the planners. M Rd Design torque of the ISOPRO element in accordance with the dimensioning table, see page 10 System length [m]. l k 11

12 ISOPRO TYPE SBM STEEL CONNECTION PLANNING INFORMATION CLEARANCE BETWEEN EXPANSION JOINTS A balcony plate which is firmly connected with the steel girders is essential for calculating the maximum permissible clearances between expansion joints. If the connection between the steel girders and the coating is designed to enable it to be relocated, the clearances between the connections that cannot be relocated become important. Type Maximum clearance between expansion joints [m] ISOPRO type SBM 14 ISOPRO type SBM 20 SBM 14 Q8 SBM 14 Q10 SBM 14 QQ SBM 20 Q10 SBM 20 Q ELEMENT AND EDGE CLEARANCES NOTES: The following applies for connection in the corner area: Only for ceiling thickness h 200 mm Element bearing capacity for h - 20 mm Always account for the 20 mm height difference on the on-site face plate. Reduced clearance between expansion joints 12

13 ISOPRO TYPE SBM STEEL CONNECTION PLANNING INFORMATION INSTALLATION TOLERANCES Initial position = upper edge of slotted hole Tolerance: +12/-0 mm ADJUSTABILITY Initial position = centre of slotted hole Tolerance: ±6 mm Initial position = lower edge of slotted hole Tolerance: +0/-12 mm The adjustment plate ensures simple and continuously variable height adjustment. NOTES: These tolerances must be indicated to the operators in the detail and working drawings The construction management is responsible for testing the actual shell dimensions and forwarding them to the steel workers The dimensional tolerances in accordance with DIN 18201, and must be complied with 13

14 ISOPRO TYPE SBM STEEL CONNECTION ON-SITE REINFORCEMENT ISOPRO TYPE SBM 14 Q8 Assembly plate 2 dia Connection reinforcement for 2 dia. 14 tensile rods, design in accordance with DIN EN Constructional transverse reinforcement in accordance with DIN EN ISOPRO TYPE SBM 14 QQ 800 Assembly plate 2 dia Stirrup 2 dia. 6 Connection reinforcement for 2 dia. 14 tensile rods, design in accordance with DIN EN Constructional transverse reinforcement in accordance with DIN EN Arrange the stirrups on the element at least dia. 6 from edge banding Required connection reinforcement of compression struts for planned uplift loads in accordance with details provided by the structural engineer Additional reinforcement in the area of the slot in accordance with details provided by the structural engineer 14

15 ISOPRO TYPE SBM STEEL CONNECTION ON-SITE REINFORCEMENT ISOPRO TYPE SBM 20 Q10 / SBM 20 Q12 Assembly plate Pos. 1 or pos. 3 Pos. 2 or pos dia Connection reinforcement for 4 dia. 14 tensile rods, design in accordance with DIN EN Bracket reinforcement dependent on slot length Variant 1 Pos. 1, Pos. 2 Variant 2 Pos. 1 Pos H-40 2x 21 dia. 6/6 H-40 H Pos. 1: 2x 15 dia. 6/6 Pos. 2: 2x 6 dia. 6/ Variant 3 Pos. 3, Pos. 4 Variant 4 Pos. 3 Pos. 4 H dia. 6/6 H-40 H Pos. 3: 15 dia. 6/6 Pos. 4: 6 dia. 6/ Connection reinforcement of compression struts for planned uplift loads in accordance with details provided by the structural engineer For uplift loads, arrange the stirrups on the element at least dia. 6 from edge banding Additional reinforcement in the area of the slot in accordance with details provided by the structural engineer 15

16 ISOPRO TYPE SBM STEEL CONNECTION ON-SITE FACE PLATE NOTES: A support cleat for transmitting lateral forces is always required Apply corrosion protection following welding Material and dimensions (1) and t) in accordance with details provided by the structural engineer Take into account the open grip length for the max. top plate thickness DXF files are available for download at: ISOPRO TYPE SBM 14 Q8 / SBM 14 Q10 1) 70 1) t X ) Welded tight 18 1) 115 1) Element height [mm] Distance between holes x [mm] Open grip length: 30 mm ISOPRO TYPE SBM 14 QQ 1) 70 1) t X ) Welded tight 10 1) 115 1) Element height [mm] Distance between holes x [mm] Open grip length: 30 mm. 16

17 ISOPRO TYPE SBM STEEL CONNECTION ON-SITE FACE PLATE ISOPRO TYPE SBM 20 Q10 / SBM 20 Q12 1) 70 1) t X ) Welded tight ) 115 1) Cleat for absorbing uplift loads 5 Element height [mm] Distance between holes x [mm] Open grip length: 35 mm

18 ISOPRO TYPE SBQ STEEL CONNECTION ISOPRO Type SBQ STEEL CONNECTION FOR SUPPORTED ELEMENTS THE PRODUCT The ISOPRO SBQ type thermal insulation element structurally connects supported steel constructions with reinforced concrete structural components. At the same time, its excellent thermal properties resolve the problem of thermal bridging a key issue in building engineering physics at this transition. The element comprises an EPS insulating body with extremely low thermal conductivity and a structurally effective stainless steel truss construction. Both positive lateral forces and horizontal forces can be transmitted. BENEFITS General technical approval No. Z Design values established in the approval Reduction of thermal bridging in accordance with DIN and EnEV Simple and secure assembly by means of continuously variable height adjustment THE APPLICATION As a solution to the interface between steel construction and reinforced concrete construction, ISOPRO steel connectors fit perfectly into the ISOPRO family. ISOPRO SBQ type elements were developed specially for connecting supported steel constructions such as balconies and canopies. The elements are installed in the shell as part of reinforcement and concreting work. Assembly of the steel construction is carried out at a later date by the steel workers. 18

19 ISOPRO TYPE SBQ STEEL CONNECTION APPLICATION EXAMPLES ISOPRO SBQ TYPE CONNECTION SITUATIONS For formwork erection brick work: For formwork erection brick work with ETICS: Special design for connection to a wall: Please contact our Application Technology department for further special constructions. Phone: +49 (0) Fax: +49 (0) technik@h-bau.de 240 Corner area for h 200 mm: NOTE: The following applies for connection in the corner area: Only for ceiling thickness h 200 mm Always account for the 20 mm height difference on the on-site face plate

20 ISOPRO TYPE SBQ STEEL CONNECTION DESIGN AND DIMENSIONS ISOPRO TYPE SBQ (10 mm steps) (10 mm steps) dia. 8 Assembly plate Adjustment plate M16 Pressure plate 40x40x ISOPRO TYPE SBQ dia. 12 Assembly plate Adjustment plate M16 Pressure plate 40x40x

21 ISOPRO TYPE SBQ STEEL CONNECTION DESIGN AND DIMENSIONS ISOPRO TYPE SBQ (10 mm steps) dia. 12 Assembly plate Adjustment plate M16 Pressure plate 40x40x MODEL WITH WOODEN ASSEMBLY PLATE Sample illustration 21

22 ISOPRO TYPE SBQ STEEL CONNECTION DIMENSIONING SYSTEM LENGTH The system length is measured from the trailing edge of the top plate l k V Cleat on-site h DIMENSIONING TABLE FOR CONCRETE C20/25 Type ISOPRO type SBQ 8 ISOPRO type SBQ 10 ISOPRO type SBQ 12 Height h [mm] Vertical force V Rd [kn] Horizontal force H Rd [kn] ±2.5 ±4.0 ±5.5 ISOPRO product definition: e.g. SBQ 10 h200 NOTE: For maximum clearance between expansion joints, see page 23. For maximum installation tolerances, see page 23. Element height Load-bearing capacity Type designation 22

23 ISOPRO TYPE SBQ STEEL CONNECTION PLANNING INFORMATION CLEARANCE BETWEEN EXPANSION JOINTS A balcony plate which is firmly connected with the steel girders is essential for calculating the maximum permissible clearances between expansion joints. If the connection between the steel girders and the coating is designed to enable it to be relocated, the clearances between the connections that cannot be relocated become important. Type ISOPRO type SBQ 8 / SBQ 10 ISOPRO type SBQ 12 Maximum clearance between expansion joints [m] ELEMENT AND EDGE CLEARANCES INSTALLATION TOLERANCES Initial position = upper edge of slotted hole Tolerance: +12/-0 mm Initial position = centre of slotted hole Tolerance: ±6 mm Initial position = lower edge of slotted hole Tolerance: +0/-12 mm ADJUSTABILITY The adjustment plate ensures simple and continuously variable height adjustment; see page 13. NOTES: These tolerances must be indicated to the operators in the detail and working drawings The construction management is responsible for testing the actual shell dimensions and forwarding them to the steel workers The dimensional tolerances in accordance with DIN 18201, and must be complied with 23

24 ISOPRO TYPE SBQ STEEL CONNECTION ON-SITE REINFORCEMENT & FACE PLATE NOTES: A support cleat for transmitting lateral forces is always required Apply corrosion protection following welding Material and dimensions (1) and t) in accordance with details provided by the structural engineer Take into account the open grip length of 30 mm for the max. top plate thickness DXF files are available for download at: ON-SITE REINFORCEMENT ISOPRO TYPE SBQ Assembly plate 100 The constructive stirrup 2 dia. 8 is available ex-works. No additional reinforcement is required as a result of the SBQ element. ON-SITE FACE PLATE ISOPRO TYPE SBQ t ) Welded tight 18 1) 1)

25 ISOPRO TYPE SBQ STEEL CONNECTION 25

26 ISOPRO TYPE HBM WOOD CONNECTION ISOPRO type HBM WOOD CONNECTION FOR OVERHANGING ELEMENTS THE PRODUCT The ISOPRO HBM type thermal insulation element structurally connects freely projecting wooden constructions with reinforced concrete structural components. At the same time, its excellent thermal properties resolve the problem of thermal bridging a key issue in building engineering physics at this transition. The element comprises an EPS insulating body with extremely low thermal conductivity and a structurally effective stainless steel truss construction. Bending moments, lateral forces and horizontal forces are transmitted. BENEFITS General technical approval No. Z Reduction of thermal bridging in accordance with DIN and EnEV Simple and secure assembly by means of continuously variable height adjustment THE APPLICATION As a solution to the interface between wooden constructions and reinforced concrete constructions, ISOPRO wood connectors fit perfectly into the ISOPRO family. ISOPRO HBM type elements were developed specifically for connecting freely projecting wooden constructions such as balconies and canopies. The elements are installed in the shell as part of reinforcement and concreting work. Assembly of the wooden construction is carried out at a later date by the carpenters. 26

27 ISOPRO TYPE HBM WOOD CONNECTION APPLICATION EXAMPLES ISOPRO TYPE HBM CONNECTION SITUATIONS Formwork erection brick work: Formwork erection brick work with ETICS: Special design for connection to a wall: Please contact our Application Technology department for further special constructions. Phone: +49 (0) Fax: +49 (0) technik@h-bau.de Corner area: NOTES: The following applies for connection in the corner area: The 20 mm height difference for timber framing must be taken into account

28 ISOPRO TYPE HBM WOOD CONNECTION DESIGN AND DIMENSIONS ISOPRO TYPE HBM 14 Q8 The wood connection consists of an ISOPRO type SBM 14 Q8 h180 element (see page 8) and a galvanised connection strut. The relevant dowel rods must be added on site. Assembly plate Adjustment plate Pressure plate 65x40x15 dia. 8 dia. 14 ISOPRO type SBM 14 Q8 h180 element Ø Connection strut 28

29 ISOPRO TYPE HBM WOOD CONNECTION DIMENSIONING SYSTEM LENGTH The system length is measured from the trailing edge of the top plate l k M V H h DIMENSIONING TABLE FOR USAGE CLASS 2, LOAD DURATION CLASS MEDIUM Wooden balcony width C24 softwood GL24c laminated timber Wooden balcony height h mm C30 softwood GL28c laminated timber M Rd [knm] V Rd [kn] H Rd [kn] M Rd [knm] V Rd [kn] H Rd [kn] w = 120 mm ± ±2.5 w = 140 mm ± ±2.5 w = 160 mm ± ±2.5 Example dimensioning on the basis of DIN EN NOTE: The wooden construction must be elevated for any deformations that arise; see page 30. For maximum clearance between expansion joints, see page 31. For maximum installation tolerances, see page 31. Minimum wooden balcony dimensions w x h = 120 x 180 mm On-site dowel rods, 16 pcs, dia. 12, galvanised S235 Structural certification must be provided for the connecting components 29

30 ISOPRO TYPE HBM WOOD CONNECTION PLANNING INFORMATION DEFORMATION FACTORS TAN ISOPRO type HBM 14Q8 Deformation factor tan [] 0.60 DEFLECTION AND ELEVATION In order to determine the vertical displacement of the wooden construction, the deformation of the ISOPRO type HBM steel connection must be superimposed on the deformation of the connected wooden construction. NOTE: The values indicated are approximations. These may deviate depending on the installation situation and assembly. It may then be necessary to take other influences on deformation into consideration. We recommend providing proof in the limit state of suitability for use (quasi-continuous load combination). The wooden construction must be elevated for the deformation identified. Please note: The results are rounded up or down in accordance with the planned drainage. The amount of elevation derived from the element's deformation is calculated as follows: w [mm] = tan (M Ed /M Rd ) l k [m] 10 tan See table above for deformation factor. M Ed Bending moment for determining the elevation as a result of the ISOPRO element. The proper load combination will be determined by the planners. M Rd Design torque of the ISOPRO element in accordance with the dimensioning table. System length [m]. l k 30

31 ISOPRO TYPE HBM WOOD CONNECTION PLANNING INFORMATION CLEARANCE BETWEEN EXPANSION JOINTS A balcony plate which is firmly connected with the wooden girders is essential for calculating the maximum permissible clearances between expansion joints. If the connection between the wooden girders and the coating is designed to enable it to be relocated, the clearances between the connections that cannot be relocated become important. ISOPRO type HBM 14Q8 Maximum distance between expansion joints 6.0 m ELEMENT AND EDGE CLEARANCES INSTALLATION TOLERANCES Initial position = upper edge of slotted hole Tolerance: +12/-0 mm Initial position = centre of slotted hole Tolerance: ±6 mm Initial position = lower edge of slotted hole Tolerance: +0/-12 mm ADJUSTABILITY The adjustment plate ensures simple and continuously variable height adjustment; see page 13. NOTES: These tolerances must be indicated to the operators in the detail and working drawings The construction management is responsible for testing the actual shell dimensions and forwarding them to the carpenters The dimensional tolerances in accordance with DIN 18201, and must be complied with 31

32 ISOPRO TYPE HBM WOOD CONNECTION ON-SITE REINFORCEMENT ISOPRO TYPE HBM 14 Q8 Assembly plate 2 dia Connection reinforcement for 2 dia. 14 tensile rods, design in accordance with DIN EN Constructional transverse reinforcement in accordance with DIN EN

33 ISOPRO TYPE HBM WOOD CONNECTION 33

34 ISOPRO TYPE HBQ WOOD CONNECTION ISOPRO type HBQ WOOD CONNECTION FOR SUPPORTED ELEMENTS THE PRODUCT The ISOPRO SBQ type thermal insulation element structurally connects supported wooden constructions with reinforced concrete structural components. At the same time, its excellent thermal properties resolve the problem of thermal bridging a key issue in building engineering physics at this transition. The element comprises an EPS insulating body with extremely low thermal conductivity and a structurally effective stainless steel truss construction. Both positive lateral forces and horizontal forces can be transmitted. BENEFITS General technical approval No. Z Reduction of thermal bridging in accordance with DIN and EnEV Simple and secure assembly by means of continuously variable height adjustment THE APPLICATION As a solution to the interface between wooden constructions and reinforced concrete constructions, ISOPRO wood connectors fit perfectly into the ISOPRO family. ISOPRO HBQ type elements were developed specially for connecting supported wooden constructions such as balconies and canopies. The elements are installed in the shell as part of reinforcement and concreting work. Assembly of the wooden construction is carried out at a later date by the carpenters. 34

35 ISOPRO TYPE HBQ WOOD CONNECTION APPLICATION EXAMPLES ISOPRO TYPE HBQ CONNECTION SITUATIONS Formwork erection brick work: Formwork erection brick work with ETICS: Special design for connection to a wall: Please contact our Application Technology department for further special constructions. Phone: +49 (0) Fax: +49 (0) technik@h-bau.de 240 Corner area: NOTES: The following applies for connection in the corner area: The 20 mm height difference for timber framing must be taken into account

36 ISOPRO TYPE HBQ WOOD CONNECTION DESIGN AND DIMENSIONS ISOPRO TYPE HBQ 10 The wood connection consists of an ISOPRO type SBQ 10 h180 element (see page 20) and a galvanised connection strut. The relevant dowel rods must be added on site dia Assembly plate Adjustment plate M16 Pressure plate 40x40x ISOPRO type SBQ 10 h180 element Ø Connection strut 36

37 ISOPRO TYPE HBQ WOOD CONNECTION DIMENSIONING SYSTEM LENGTH The system length is measured from the trailing edge of the top plate l k V h DIMENSIONING TABLE FOR USAGE CLASS 2, LOAD DURATION CLASS MEDIUM Wooden balcony w x h [mm] C24 softwood C30 softwood V Rd [kn] GL24c laminated timber GL28c laminated timber V Rd [kn] h = 180 h = 200 h = 220 h = 240 h = 180 h = 200 h = 220 h = 240 w = w = w = H Rd [kn] ±2.5 Example dimensioning on the basis of DIN EN NOTE: For maximum clearance between expansion joints, see page 38. For maximum installation tolerances, see page 38. Minimum wooden balcony dimensions w x h = 120 x 180 mm On-site dowel rods, 16 pcs, dia. 12, galvanised S235 Structural certification must be provided for the connecting components 37

38 ISOPRO TYPE HBQ WOOD CONNECTION PLANNING INFORMATION CLEARANCE BETWEEN EXPANSION JOINTS A balcony plate which is firmly connected with the wooden girders is essential for calculating the maximum permissible clearances between expansion joints. If the connection between the wooden girders and the coating is designed to enable it to be relocated, the clearances between the connections that cannot be relocated become important. ISOPRO type HBM 14Q8 Maximum distance between expansion joints [m] 6.0 ELEMENT AND EDGE CLEARANCES INSTALLATION TOLERANCES Initial position = upper edge of slotted hole Tolerance: +12/-0 mm Initial position = centre of slotted hole Tolerance: ±6 mm Initial position = lower edge of slotted hole Tolerance: +0/-12 mm ADJUSTABILITY The adjustment plate ensures simple and continuously variable height adjustment; see page 13. NOTES: These tolerances must be indicated to the operators in the detail and working drawings The construction management is responsible for testing the actual shell dimensions and forwarding them to the carpenters The dimensional tolerances in accordance with DIN 18201, and must be complied with 38

39 ISOPRO TYPE HBQ WOOD CONNECTION ON-SITE REINFORCEMENT ISOPRO TYPE HBQ 10 ON-SITE REINFORCEMENT Assembly plate 100 The constructive stirrup 2 dia. 8 is available ex-works. No additional reinforcement is required as a result of the SBQ element. 39

40 ISOPRO STEEL AND WOOD CONNECTION A SERVICE FOR BUILDING THE FUTURE: WE ARE ALWAYS THERE FOR YOU. You can rely on our excellent service: We accompany you through every phase of the project either over the phone, online or in person, directly at your site. As a true partner, we place special value on offering our customers added value allow yourself to be convinced by our comprehensive range of services. READY TO GO: OUR TENDER DOCUMENTS. Our ready-made tender documents can be quickly and easily embedded in your tender program, e.g. with the tender managers at or EVERYTHING ONLINE: OUR DOWNLOAD CENTRE. All brochures, test reports, approvals, our latest price list and much more are available for download at FOR PLANNING AND APPLICATION: OUR VIDEOS AND SOFTWARE. In addition to our installation and reference films, we also provide you with various software solutions, such as calculation programs, free of charge on our website. HOTLINES Individual support in the planning and implementation of projects: Answers to any questions regarding delivery times, shipping, sales prices and the complete processing of your orders: APPLICATION TECHNOLOGY Hotline: technik@h-bau.de DISTRIBUTION GERMANY Hotline: vertrieb@h-bau.de 40

41 ISOPRO STEEL AND WOOD CONNECTION INDIVIDUAL: OUR SPECIAL CONSTRUCTIONS. Were you unable to find what you were looking for in our wide range of products and services? Our engineers and applications engineers will develop individual product solutions on request to meet your needs. FROM PERSON TO PERSON: OUR NETWORK OF CONSULTANTS. Get the answers to your technical questions face-to-face at your site: Our consultant engineers will be happy to come to your site. CUTTING EDGE: OUR NEWSLETTER. Subscribe to our newsletter and you will always be kept up-to-date: Find out more about our product innovations, trade shows and current trends in the sector. Answers to any questions regarding delivery times, shipping, sales prices and the complete processing of your orders at an international level: We will be happy to send you our technical brochures and planning documents: DISTRIBUTION INTERNATIONAL Hotline: HEAD OFFICE Hotline:

42 ISOPRO STEEL AND WOOD CONNECTION CONTACTS TO HELP BUILD THE FUTURE: WE WILL BE WHEREVER YOU ARE. Thanks to our global sales network, expert specialist advisors are available to you on a national level and on an international level. If no contact partner is listed for your country, contact our Head Office in Klettgau we will be happy to provide you with further assistance. HEADQUARTER J&P-BUILDING SYSTEM H-BAU TECHNIK GMBH Am Güterbahnhof 20 D Klettgau Phone: Fax: info@h-bau.de PRODUCTION NORTH-EAST Brandenburger Allee 30 D Nauen OT Wachow Phone: Fax: info.berlin@h-bau.de PRODUCTION CHEMNITZ Beyerstraße 21 D Chemnitz Phone: Fax: info.chemnitz@h-bau.de Our products are sold in Germany exclusively through the following subsidiaries of J&P-Bautechnik Vertriebs GmbH: ESSEN J&P-Bautechnik Vertriebs GmbH Fundlandstraße 29 D Essen Phone: Fax: essen@jp-bautechnik.de NÜRNBERG J&P-Bautechnik Vertriebs GmbH Lechstraße 21 D Nürnberg Phone: Fax: nuernberg@jp-bautechnik.de MANNHEIM J&P-Bautechnik Vertriebs GmbH Markircher Straße 14 D Mannheim Phone: Fax: mannheim@jp-bautechnik.de You are also welcome to directly contact our Head Office in Klettgau. You can find further information about J&P-Bautechnik Vertriebs GmbH at 42

43 ISOPRO STEEL AND WOOD CONNECTION PARTNERS WORLDWIDE SWITZERLAND JORDAHL H-BAU AG Zürichstrasse 38a CH-8306 Brüttisellen / Zürich Phone: Fax: info@jordahl-hbau.ch AUSTRIA JORDAHL H-BAU Österreich GmbH Straubingstrasse 19 A-4030 Linz, Österreich Phone: Fax: office@jordahl-hbau.at FRANCE JORDAHL H-BAU France SARL Siège 7 rue des Vallières Sud F Chalezeule Phone: Fax: info@jordahl-hbau.fr NETHERLANDS JORDAHL H-BAU Bezoekadres Jan Tinbergenstraat 221 NL-7559 SP Hengelo Phone: Fax: info@jordahl-hbau.nl DENMARK Jordahl & Pfeifer Byggeteknik A/S Risgårdevej 66 DK-9640 Farsø Phone: Phone: info@jordahl-pfeifer.dk HUNGARY PFEIFER Garant Kft. Gyömröi út 128 HU-1103 Budapest Phone: Fax: info@pfeifer-garant.hu UNITED KINGDOM J&P Building Systems Ltd. Unit 5 Thame Forty Jane Morbey Road GB-THAME, OXON OX9 3RR Phone: Fax: enquiries@jandpbuildingsystems.com UKRAINE JORDAHL & PFEIFER Technika Budowlana ul. Pawlyka 17a UA Ivano-Frankivsk Phone Reg. Ost: Phone Reg. West: info@j-p.com.ua CZECH REPUBLIC Jordahl & Pfeifer Stavební technika s.r.o. Bavorská 856/14 CZ Praha 5 Phone: Fax: info@jpcz.cz SPAIN PFEIFER Cables y Equipos de Elevación, S.L. Avda.de Los Pirineos, 25 Nave 20 San Sebastian de los Reyes ES Madrid Phone: Fax: p-es@pfeifer.de SINGAPORE J&P Building Systems Pte Ltd. No. 48 Toh Guan Road East # Enterprise Hub SG-SINGAPORE Phone: Fax: info@jnp.com.sg ROMANIA S.C. JORDAHL & PFEIFER TEHNICÃ DE ANCORARE S.R.L Str. Malului Nr. 7, et.1 RO Sibiu jud. Sibiu Phone: Fax: info@jordahl-pfeifer.ro POLAND JORDAHL & PFEIFER TECHNIKA BUDOWLANA SP. Z O. O. ul. Wrocławska 68 PL Krępice k/wrocławia Phone: Fax: biuro@jordahl-pfeifer.pl Disclaimer 1. This work and all its parts are protected by copyright law. The use of this work shall not be permitted without the agreement of H-BAU Technik GmbH. 2. All texts and diagrams in this printed product have been developed and compiled with the utmost care and serve to provide preliminary information. Nevertheless, errors cannot be completely excluded. The publisher shall assume no liability, irrespective of the legal grounds for this. Previous documents shall become invalid with the issue of this document. 43

44 Forward constructing. 12/2015 H-BAU Technik GmbH Am Güterbahnhof Klettgau, Germany Phone: +49 (0) Fax: +49 (0)