Cone. Bolt. Rubber Washer. Rubber Washer. compressed / increased clamping force

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1 Type HB - Hollo-Bolt Cavity Fixings 2 Type HB - Hollo-Bolt Steel, bright zinc plated plus JS 500 Steel, hot dip galvanised Stainless Steel Grade 316 Collar Sleeve Cone Bolt Suitable for hollow sections, tubes and where access is available from one side only. For high corrosion protection the Hollo-Bolt comes with additional JS500 protection as standard or hot dip galvanised. Sizes M16 and M20 have a patented collapse mechanism for optimised clamping force. Awarded the Design Council s Millennium Product status for innovation in the year Hollo-Bolt : M8, M10, M12 Hollo-Bolt :M16,M20 Installation Hollo-Bolt D H L d D H L d 1. Align pre-drilled fixture and steelwork. Insert Hollo-Bolt through fixture and steelwork. W W compressed / increased clamping force 2. Grip the Hollo-Bolt collarwithanopen ended spanner. Across Flats A/F 8 3. Using a torque wrench, tighten the central bolt to the recommended torque. 41

2 Type HB - Hollo-Bolt Cavity Fixings 2 Type HB - Hollo-Bolt Product Bolt Clamping Outer Sleeve Collar Tightening- Safe Working Loads 2) Code Thickness Ply 1) Height Ø Torque (5:1 Factor of Safety) W min t Length Outer Ø H D A/F Tensile Single Shear mm mm L d d mm mm Nm kn kn HB08-1 M8x HB08-2 M8x HB08-3 M8x HB10-1 M10x HB10-2 M10x HB10-3 M10x HB12-1 M12x HB12-2 M12x HB12-3 M12x HB16-1 M16x HB16-2 M16x HB16-3 M16x HB20-1 M20x HB20-2 M20x HB20-3 M20x Order example: HB08-1 BZP plus JS 500 1) Type HB (HB16 and HB20 only) require the thickness of the outer ply (min t) to be at least 8mm. If necessary, spacer washers should be used beneath the collar to increase the thickness to 8mm. 2) The Hollo-Bolt can be used on a wide variety of steel hollow shape sections; safe working loads shown are based on use in S275 structural hollow section. The safe working loads, in both tension and shear, are applicable to the Hollo-Bolt only. Failure of the section, particularly on those with thin walls and a wide chord face, could occur at a lower figure and its strength should be checked by a qualified structural engineer. Joints in Steel Construction - Simple Connections The tables above and on the opposite page state the safe working loads with a 5:1 factor of safety and should be used for secondary applications. For primary design, please consult the guide Joints in Steel Construction - Simple Connections. The guide provides design guidance for the use of Hollo-Bolt and gives essential information for structural steelwork connections for use in buildings designed by the Simple Method i.e. braced frames where connections carry mainly shear and axial loads only. To obtain further details on the Simple Connections guide please contact: The Steel Construction Institute Tel: +44 (0) Fax: +44 (0) Published by SCI/BCSA Connections Group. Publication Number: P212 ISBN Lindapter is a member of SCI and BCSA For Eurocode design please refer to page 44. Bolt Diameter, Hole and Edge distances for all variants of Type HB excluding Flush Fit For Flush Fit figures see page 43. Clearance Type Hole Ø Hole Distances Edge Distances d 1 min A min B B+C mm mm mm mm HB08 14 (+1.0 / -0.2) B + C > 17.5 HB10 18 (+1.0 / -0.2) B + C > 22.5 HB12 20 (+1.0 / -0.2) B + C > 25.0 HB16 26 (+2.0 / -0.2) B + C > 32.5 HB20 33 (+2.0 / -0.2) B + C > 33.0 min t d 1 d 1 A B C 42

3 Tensile and Shear Resistance Hollo-Bolt Cavity Fixings 2 Characteristic values of tensile and shear resistance for Hollo-Bolt takenfrometa-10/ Standard Hollo-Bolt Flush Fit Hollo-Bolt HB08 M HB10 M HB12 M HB16 M HB20 M HBST08 M HBST10 M HBST12 M HBST16 M HBST20 M HBFF08 M HBFF10 M HBFF12 M HBSTFF08 M HBSTFF10 M HBSTFF12 M Countersunk Hollo-Bolt Button Head / Security Hollo-Bolt HBCSK08 M HBCSK10 M HBCSK12 M HBCSK16 M HBSTCSK08 M HBSTCSK10 M HBSTCSK12 M HBSTCSK16 M HBBH/HBFT/HBPR M HBBH/HBFT/HBPR M HBBH/HBFT/HBPR M The characteristic values for the Hollo-Bolt listed in the above tables are for use when designing bolted connections to Eurocode 3 only, these are not standard safe working loads. Hollo-Bolt lengths 1, 2 and 3 are covered by this ETA-10/0416. The characteristic values are used to determine the design resistance of the Hollo-Bolt. The design resistance is calculated by dividing the characteristic value by a partial factor gm2. The partial factor is a nationally determined parameter (gm2 =1.25 in the UK). For standard Hollo-Bolt safe working loads with a factor of safety of 5:1 please refer to the Hollo-Bolt tables on pages 42 an 43. The characteristic values are valid for the Hollo-Bolt assembly itself, in any connection detail the design resistance of the connection may be limited to a lesser value. For example, when the thickness of the connected component is small, pull out failure may occur before failure of the Hollo-Bolt. Design checks should be carried out on the section member to determine the static design resistance. The SCI Greenbook publication P358 Joints in Steel construction, Simple Joints to Eurocode 3 contains a number of checks on the section. The characteristic values are only valid when the Hollo-Bolts are installed as per our installation instructions. Hexagonal Head Flush Fit Countersunk (Head) Button Head Security Availability of Lindapter Head Variations Stainless Shera- Hot Dip Type M8 M10 M12 M16 M20 JS500 Steel plex Galv. Hex Head Flush Fit Countersunk Button Head 44

4 Typical Applications Cavity Fixings 2 HB001 HB002 HB003 HB004 HB005 HB006 46

5 Typical Applications Cavity Fixings 2 HB007 HB008 HB009 HB010 HB011 HB012 47

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