Schöck Isokorb type KST User Selection Guide. Schöck Isokorb type KST Blindtext
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1 Blindtext Schöck Isokorb type KST User Selection Guide Schöck Ltd 2-4 High Street Kidlington, Oxfordshire OX5 2DH Tel: Fax: Web:
2 Certificates Schöck Isokorb range of load-bearing thermal insulation components, if used in accordance with the provisions of the BBA Approval, Agreement Certificate No 05/4277 and No 10/4801, will meet the relevant requirements. The static calculations to Eurocode 3 for Schöck Isokorb type KST, when used in conjunction with BS :00 and Steel Construction Institute Publication P291, have been approved by Mr. David MacKenzie, the Flint & Neill Partnership, London. These documents can be downloaded from 2
3 Contents Contents Steel-to-Steel 4-6 User Instructions 4 Design Principles 5 Materials/Anti-corrosion Protection/Fire Protection 6 Page Cantilever Connections 7-11 Universal Beam Connections 7 Universal Column Connections 8 Parallel Flange Channel Connections 9 Square Hollow Section Connections 10 Rectangular Hollow Section Connections 11 Enquiry Form 12 Enquiry Form 12 Schöck Isokorb type KST 3
4 User Instructions To determine the correct KST modules for your beam please follow the instructions below: 1. Determine the size of the external member that requires the thermal break connection. 2. Determine the Ulitmate design reactions (Moment & Shear) at the thermal break location. Steel-to-Steel 3. Use the above information to select the required KST modules from the corrisponding table in the booklet and complete the attached Enquiry Form (Page 12). 4. the completed information to to recieve the required calculation and price for the project. Note: For further technical information and guidance please refer to the Schöck Technical information, page Downloadable at 4
5 Design Principles 1. All ZST & QST 16 modules are set 25mm from internal flange edge of the UB, UC & PFC steels 2. All ZST & QST 22 modules are set 30mm from internal flange edge of the UB, UC & PFC steels 3. All ZST & QST 16 modules are set 25mm from external faces of the SHS & RHS steels 4. All ZST & QST 22 modules are set 30mm from external faces of the SHS & RHS steels 5. Spacer modules are provided between the ZST & QST modules as required. The quantities shown on the provided calculation sheets are suitable for all varies sizes of the steel family indicated. 6. End plate heights designated in the provided calculation are shown for the smallest beam member of that particular beam family. End plate dimensions are to the Structural Engineers design and specification. Steel-to-Steel 5
6 Materials/Anti-corrosion protection/fire protection Schöck Isokorb type KST - materials Steel-to-Steel Plates and sections Chemical composition Mo-Cr-Ni-austenitic stainless steel compliant with any of BS EN 88 grades , and (Choice of Grade at Manufacturer s Discretion). Mechanical properties In accordance with BS EN 88 except for the following components where Schöck only accept material with mechanical properties in excess of those required for compliance with BS EN 88. Component Threaded fasteners Grade A4-70 to BS EN ISO 3506 (corrosion resistance equivalent to BS EN 88 Grade ) Grade A5-70 to BS EN ISO 3506 (corrosion resistance equivalent to BS EN 88 Grade ) Insulation material Polystyrene hard foam (Neopor ) λ = W/(m K) Anti-corrosion protection Required minimum 0.2 % proof stress (N/mm 2 ) Required ultimate tensile stress (N/mm 2 ) Required minimum elongation after fracture (%) Rectangular hollow section mm pressure plate (QST module) The stainless steel used for Schöck Isokorb type KST corresponds to the material no.: , or So the KST unit componenets will have a typical corrosion resistance expected for Mo-Cr-Ni austenitic stainless steels. This can be more accurately quantified by reference to specialist literature such as SCI Publication P291 Structrural Design of Stainless Steel. Bimetallic corrosion Using Schöck Isokorb type KST in conjunction with a galvanised or paint treated front plate there is no concern regarding bimetallic corrosion. Since in this application the area of the galvanised steel is greater than the area of the stainless steel (bolts, washer and butt stop) bimetallic corrosion that could lead to failure can be excluded as far as Schöck products are concerned. Stress corrosion cracking An appropriate Schöck protection system needs to be provided in environments with a high chlorine content (e.g. inside indoor swimming pools,...). For further information about atmospheric application see Steel Construction Institute Publication P291 Structural design of stainless steel, table 2.6. For more information please contact our design department telephone outside inside: swimming pool atmosphere Fire protection The same on-site fire safety measures that apply to the overall load-bearing structure also apply to any freely accessible components of the Schöck Isokorb type KST or to any components situated inside the insulating layer. For more information please contact our design department telephone Protective caps Schöck system-solution for protection in high chlorine environments 6
7 Universal Beam Connections Front Elevation Side Elevation Plan Schöck Isokorb type KST Selection Table for Universal Beam Sections 152 UB (B1) 178 UB (B2) 3 UB (B3) 254 UB (B4) 305 UB (B5) C1 ZST+QST 16-10kNm +30kN -13kNm +30kN -15.5kNm +30kN -22kNm +30kN -28kNm +30kN C2 ZST+QST kNm +36kN -23kNm +36kN -28kNm +36kN -40.5kNm +36kN -52kNm +36kN C3 ZST+QST+QST kNm +Kn -26kNm +Kn C4 ZST+QST+QST kNm +72kN -48.5kNm +72kN C5 ZST+ZST+QST+QST kNm +Kn C6 ZST+ZST+QST+QST kNm +72kN Cantilever Connections Schöck Isokorb type KST Selection Table for Universal Beam Sections 356 UB (B6) 406 UB (B7) 457 UB (B8) 533 UB (B9) 610 UB (B10) C1 ZST+QST kNm +30kN -38.5kNm +30kN -44kNm +30kN -52kNm +30kN -61kNm +30kN C2 ZST+QST 22-61kNm +36kN -72kNm +36kN -83kNm +36kN -99kNm +36kN -115kNm +36kN C3 ZST+QST+QST kNm +Kn -35.5kNm +Kn -41kNm +Kn -49kNm +Kn -57kNm +Kn C4 ZST+QST+QST 22-57kNm +72kN -67kNm +72kN -77kNm +72kN -93kNm +72kN -109kNm +72kN C5 ZST+ZST+QST+QST kNm +Kn -49kNm +Kn -knm +Kn -75kNm +Kn -92kNm +Kn C6 ZST+ZST+QST+QST 22-72kNm +72kN -92kNm +72kN -110kNm +72kN -142kNm +72kN -173kNm +72kN Note: The Ioads shown above are the ultimate Ioad capacity of the combined modules. We have assumed that all modules are placed within the depth of the beam. Should you require greater Ioad capacities than shown then please contact our technical department to discuss your requirements further. Schöck Isokorb modules, type KST16 Dimensions Schöck Isokorb modules, type KST22 Dimensions Front Elevation Side Elevation Isometric View Front Elevation Side Elevation Isometric View ZST16 ZST22 2 QST16 QST
8 Universal Column Connections Front Elevation Side Elevation Plan Schöck Isokorb type KST Selection Table for Universal Column Sections Cantilever Connections 152 UC (B11) 3 UC (B12) 254 UC (B13) 305 UC (B14) 356 UC (B15) C1 ZST+QST 16-10kNm +30kN -15kNm +30kN -knm +30kN -26kNm +30kN -31kNm +30kN C2 ZST+QST 22-18kNm +36kN -27kNm +36kN -37kNm +36kN -49kNm +36kN -58kNm +36kN C3 ZST+QST+QST knm +Kn -24kNm +Kn -29kNm +Kn C4 ZST+QST+QST kNm +72kN -46kNm +72kN -54kNm +72kN C5 ZST+ZST+QST+QST kNm +Kn -37kNm +Kn C6 ZST+ZST+QST+QST kNm +72kN -69kNm +72kN Note: The Ioads shown above are the ultimate Ioad capacity of the combined modules. We have assumed that all modules are placed within the depth of the beam. Should you require greater Ioad capacities than shown then please contact our technical department to discuss your requirements further. Schöck Isokorb modules, type KST16 Dimensions Schöck Isokorb modules, type KST22 Dimensions Front Elevation Side Elevation Isometric View Front Elevation Side Elevation Isometric View ZST16 ZST22 2 QST16 QST22 2 8
9 Parallel Flange Channel Connections Front Elevation Side Elevation Plan Schöck Isokorb type KST Selection Table for Parallel Flange Channel PFC (B16) PFC (B17) 0 PFC (B18) 230 PFC (B19) 2 PFC (B) C1 ZST+QST 16-10kNm 30kN -13kNm +30kN -15.5kNm +30kN -18kNm +30kN -22kNm +30kN C2 ZST+QST kNm +36kN -23kNm +36kN -27kNm +36kN -34kNm +36kN -40kNm +36kN C7* QST+QST kNm 23kN -28kNm +28kN -30kNm +30kN -33.5kNm +30Kn -36kNm +30Kn C8* QST+QST 22-47kNm +23kN -54kNm +28kN -58kNm +30kN -65kNm +36kN -72kNm +36kN Schöck Isokorb type KST Selection Table for Parallel Flange Channel 300 PFC (B21) 380 PFC (B22) 430 PFC (B23) Moment Shear Moment Shear Moment Shear C1 ZST+QST 16-26kNm +30kN -35kNm +30kN -40kNm +30kN C2 ZST+QST 22-49kNm +36kN -66kNm +36kN -76kNm +36kN C7* QST+QST 16-42kNm +30Kn -51kNm +30Kn -57kNm +30Kn C8* QST+QST 22-81kNm +36kN -98kNm +36kN -110kNm +36kN Cantilever Connections Note: The Ioads shown above are the ultimate Ioad capacity of the combined modules. We have assumed that all modules are placed within the depth of the beam. Should you require greater Ioad capacities than shown then please contact our technical department to discuss your requirements further. *Note: The Ioads shown above are the ultimate Ioad capacity of the combined modules. ln this isntance we have assumed that modules are placed above and below the beam with NO tie beam. This Due to the beam member being asymmetric in design the requirement is for 2 QST modules to stop any torsional rotation. Should you require greater Ioad capaeitles than shown then please contact our technical department to discuss your requirements further. Schöck Isokorb modules, type KST16 Dimensions Schöck Isokorb modules, type KST22 Dimensions Front Elevation Side Elevation Isometric View Front Elevation Side Elevation Isometric View ZST16 ZST22 2 QST16 QST22 2 9
10 Square Hollow Section Connections Front Elevation Side Elevation Plan Schöck Isokorb type KST Selection Table for Square Hollow Sections Cantilever Connections 50x50 SHS (B24) x SHS (B25) 70x70 SHS (B26) 80x80 (B27) 90x90 SHS (B28) C1 ZST+QST 16-11kNm 30kN -12kNm +30kN -14kNm +30kN -15kNm +30kN -16kNm +30kN C2 ZST+QST 22-24kNm +36kN -26kNm +36kN -29kNm +36kN -31kNm +36kN -33kNm +36kN Schöck Isokorb type KST Selection Table for Square Hollow Sections x SHS (B29) 1x1 SHS (B30) 140x140 SHS (B31) x SHS (B32) 1x1 SHS (B33) C1 ZST+QST 16-17kNm +30kN -19kNm +30kN -22kNm +30kN -23kNm +30kN -24kNm +30kN C2 ZST+QST 22-36kNm +36kN -40kNm +36kN -44kNm +36kN -47kNm +36kN -49kNm +36kN Schöck Isokorb type KST Selection Table for Square Hollow Sections x SHS (B34) 0x0 SHS (B35) 250x250 SHS (B36) 2x2 SHS (B37) 300x300 SHS (B38) C1 ZST+QST 16-26kNm +30kN -29kNm +30kN -35kNm +30kN -36kNm +30kN -40kNm +30kN C2 ZST+QST 22-54kNm +36kN -58kNm +36kN -69kNm +36kN -71kNm +36kN -81kNm +36kN Note: The Ioads shown above are the ultimate Ioad capacity of the combined modules. We have assumed that all modules are placed within the depth of the beam. Should you require greater Ioad capacities than shown then please contact our technical department to discuss your requirements further. Schöck Isokorb modules, type KST16 Dimensions Schöck Isokorb modules, type KST22 Dimensions Front Elevation Side Elevation Isometric View Front Elevation Side Elevation Isometric View ZST16 ZST22 2 QST16 QST
11 Rectangular Hollow Section Connections Front Elevation Side Elevation Plan Schöck Isokorb type KST Selection Table for Rectangular Hollow Sections x40 RHS (B39) 80x40 RHS (B40) 90x50 RHS (B41) x50 RHS (B42) 1x RHS (B43) C1 ZST+QST 16-12kNm 30kN -15kNm +30kN -15.5kNm +30kN -17kNm +30kN -19kNm +30kN C2 ZST+QST 22-27kNm +36kN -31kNm +36kN -33kNm +36kN -36kNm +36kN -40kNm +36kN Schöck Isokorb type KST Selection Table for Rectangular Hollow Sections x RHS (B44) 1x80 RHS (B45) x1 RHS (B46) 0x RHS (B47) 2x1 RHS (B48) C1 ZST+QST 16-23kNm +30kN -24kNm +30kN -26kNm +30kN -28kNm +30kN -30kNm +30kN C2 ZST+QST 22-47kNm +36kN -49kNm +36kN -54kNm +36kN -56kNm +36kN -62kNm +36kN Cantilever Connections Schöck Isokorb type KST Selection Table for Rectangular Hollow Sections 250x RHS (B49) 2x140 RHS (B50) 300x RHS (B51) 340x RHS (B52) 350x RHS (B53) C1 ZST+QST 16-35kNm +30kN -36kNm +30kN -40kNm +30kN -45kNm +30kN -46kNm +30kN C2 ZST+QST 22-69kNm +36kN -72kNm +36kN -81kNm +36kN -90kNm +36kN -92kNm +36kN Note: The Ioads shown above are the ullimate Ioad capacity of the combined modules.we have assumed that all modules are placed above and below the beam. Should you require greater Ioad capacities than shown then please contact our technical department to discuss your requirements further. Schöck Isokorb modules, type KST16 Dimensions Schöck Isokorb modules, type KST22 Dimensions Front Elevation Side Elevation Isometric View Front Elevation Side Elevation Isometric View ZST16 ZST22 2 QST16 QST
12 Enquiry Form Please complete the information below to enable Schöck to create a project file and provide an accurate quotation. Please Note The end plate design and details are completed by others We require plans, sections & connection calculations from the Structural Engineer to complete an internal design check before products can be ordered 1. Contact Details Contact Name Company Address Tel. 2. Project Details Enquiry Form Project Name Address Connection Referance Connection Quantity Rates (to be completed internally) 12
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15 Imprint Published by: Schöck Ltd The Clock Tower 2-4 High Street Kidlington Oxford OX5 2DH Telephone: Date of publication: April 14 Copyright: 14, Schöck Ltd The contents of this publication must not be passed on to third parties, neither in full nor in part, without the written authorisation of Schöck Ltd. All technical details, drawings etc. are protected by copyright laws.
16 Schöck Ltd The Clock Tower 2-4 High Street Kidlington Oxford OX5 2DH Telephone: Fax: /07.14/GB/1407
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