Structural Floor Panels Design Guide - Hebel Supercrete AAC ...

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2.1.6.3 Side Support The minimum side support required for Supercrete Structural Floor Panels is 50mm. If the side support is from a bond beam formed with Supercrete Facing Blocks on top of a Supercrete Block wall, the panel should not rest only on the 50mm width of the facing block as there is a likelihood of the facing block debonding from the poured Block to Structural Floor Panel side support Detail No. SFP 2-8 Ring anchor reinforcement in grout fill Selected floor finish 150, 175, 200, 225 or 250mm Supercrete Structural Floor Panels Ceiling hangers Ceiling battens Suspended Ceiling Supercoat Coating System Cast insitu bond beam ring anchor concrete behind. In this case, the poured concrete should be continued right up to the inside face of the wall, or, if the wall is wide enough, the panel should have 50mm of edge bearing support on the bond beam poured concrete as per bond beam Type 9 (see Figure 1, page 23). Interior lining Supercoat Coating System or plasterboard linings Thick bed mortar joint raked out for sealant at coating junction Minimum for panel side support Optional scotia Internal linings Exterior Supercrete Block wall 200mm min, 250, or 300mm blocks Panel sides supported on Type 2 bond beam. Note the threaded hangers ready to take the suspended ceiling grid. SFP 2012 24 Copyright © Supercrete Limited 2008 50
A ‘Below Plane Beam’ has the panels seated on it’s top flange. 2.1.6.4 Steel Beam Supports Steel beams are often used to support Supercrete Structural Floor Panels where larger clear spans are required over the floor below. These are normally I-beam sections (UB or UC), and can be used in two ways: as simple below plane beams underneath the panels where the panels are supported on the top flange, as shown in the photo above or, as in-plane beams where the ends of the panels are fitted into the webs of the beam and are supported on the bottom flange as shown on the following page. Below Plane Beams Where beams are used underneath the ends of the Supercrete Structural Floor Panels, vertical cleats are welded along the centreline of the top flange as shown in Detail SFP 2-9, below. These are located at each Cleat connection to steel beams Detail No. SFP 2-9 Supercrete Structural Floor Panels Copyright © Supercrete Limited 2008 25 panel joint and have slotted holes through them for the ring anchor reinforcing to pass through. The slotted holes allow some installation tolerance in fitting the panels but on complicated panel layouts, it may be necessary to site weld some of the cleats during panel installation, to ensure correct placement. With panels joining on a steel beam, it is necessary to have at least a 170mm top flange for full bearing support of the panel ends. Use of UC sections gives wider flanges and may be preferable to UB sections – beam sizing may need to be determined from the flange size rather than the bending or shear capacity of the section. It is possible to attach additional plates to the top of the top flange to provide a wider bearing surface on smaller section beams. Reinforcing parallel to the steel beam in the panel end joint is not required as the steel beam serves this purpose as well as being the support. D12 ring anchor reinforcement 60 x 6mm steel cleats with slotted holes for ring anchor reinforcing at 600mm crss Steel Universal Beam (UB) Cleats for Joining Panels on Steel Beams 17 7 7 60 x 6mm 22 16 22 H = d -10 mm Ring Anchor Steel Cleat detail NOTE: 1) All dimensions are in mm 2) d= Supercrete Structural Floor Panel Depth 3) Weld to steel support with 6mm CFW. (continuous fillet weld all around) SFP 2012
Page 1 and 2: Structural Floor Panels Design Guid
Page 3 and 4: Contents 1.0 System Overview 1.1 In
Page 5 and 6: 1.0 System Overview 1.1 Introductio
Page 7 and 8: 1.1.3 Material Characteristics Work
Page 9 and 10: Airborne noise is effectively block
Page 11 and 12: Table 3. Directly Glued Vinyl Sheet
Page 13 and 14: Table 7. 20mm timber T&G plank floo
Page 15 and 16: 1.5 Other System Features and Benef
Page 17 and 18: Table 9. Span Chart - Max. Clear Sp
Page 19 and 20: Structural Floor Panel floor step d
Page 21 and 22: Full width panel openings Detail No
Page 23: Selected Supercoat Coating System 1
Page 27 and 28: In-Plane Steel Beam Support Detail
Page 29 and 30: 2.1.6.7 Panel Connection to Interme
Page 31 and 32: 2.2 Bracing Design 2.2.1 Floor Brac
Page 33 and 34: 2.2.2 Supercrete Structural Floor P
Page 35 and 36: Varies 200, 250, or 300 mm TYPE 2 2
Page 37 and 38: lied loads parallel to panel axis =
Page 39 and 40: 2.2.4.5 Flow Chart for Floor Diaphr
Page 41 and 42: 2.2.5.6 Wind Load The wind load on
Page 43 and 44: Panels arrive on site, strapped in
Page 45 and 46: 3.2.3 Personnel Required Pallet Cre
Page 47 and 48: 4.0 Surface Treatments The installa
Page 49 and 50: 4.2.8 Tiles Supercrete Structural F
Page 51 and 52: Appendix A Custom Floor Panel Reque

Structural Floor Panels Design Guide - Hebel Supercrete AAC ...

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