DEHA SLEEVE SANDWICH PANEL ANCHORS - SALAM Enterprises

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CALCULATION OF SUPPORTING ANCHORTable 15Permissible loading Q (kN) of flat anchors with a thickness t = 1.5, 2.0 and 3.0 mm for facing layer thickness f = 100mm for 3- layer panels(N = 6.86 kN In accordance with type test)tmm1.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.0Lmm404040808080120120120160160160200200200240240240280280280320320320360360360400400400Heat insulation layer (b) in mm30 40 50 60 70 80 90 100 110 120 150 180 210 2401.6 1.2 0.51.4 1.0 0.6 0.22.1 1.9 1.7 1.5 1.3 1.2 1.0 0.6 0.54.7 4.4 3.5 3.4 2.7 1.9 1.2 0.25.0 4.5 3.9 3.4 2.8 2.1 1.65.1 4.7 4.4 4.0 3.8 3.6 3.3 2.7 2.5 2.1 0.67.8 7.4 6.9 6.47.87.910.9 10.4 9.8 9.311.811.914.0 13.4 12.8 12.316.917.017.0 16.5 15.8 15.322.524.520.1 19.6 19.0 18.326.332.423.2 22.7 22.1 21.330.641.826.2 25.7 25.1 24.534.652.029.7 28.8 28.2 27.438.760.05.77.37.38.611.111.011.615.915.814.621.322.617.625.931.220.630.138.624.634.348.226.738.456.65.06.86.87.910.310.210.914.814.713.920.020.816.825.330.119.829.535.422.734.044.525.838.053.24.26.26.37.29.59.410.213.713.713.218.818.916.124.825.019.029.032.222.033.740.724.837.749.83.35.55.96.19.08.99.012.912.812.017.718.114.923.123.617.827.330.520.731.838.523.635.847.11.44.75.74.88.58.47.612.112.110.516.717.413.421.522.316.425.728.919.429.936.322.434.044.52.95.42.38.07.95.011.311.38.015.715.711.019.821.014.124.027.217.228.034.120.432.141.92.84.6 4.0 3.5 3.45.36.88.49.911.613.615.018.118.123.222.029.425.836.12.26.0 5.3 4.85.08.7 7.7 6.48.012.0 10.7 9.611.016.0 14.2 12.814.020.4 18.2 16.517.225.8 23.0 20.720.431.7 28.3 25.4Table 16Permissible loading Q (kN) of flat anchors with a thickness t = 1.5 , 2.0 and 3.0 mm for facing layer thickness f = 120 mm for 3- layer panels(N = 9.4 kN In accordance with type test)tmm1.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.0Lmm404040808080120120120160160160200200200240240240280280280320320320360360360400400400Heat insulation layer (b) in mm30 40 50 60 70 80 90 100 110 120 150 180 210 2404.0 3.8 3.3 2.62.62.69.7 8.9 8.0 7.07.17.113.5 12.8 12.3 11.512.112.116.5 16.0 15.1 14.318.018.019.7 19.0 18.4 17.625.425.422.5 22.1 21.5 20.529.934.025.9 25.2 24.5 23.634.044.029.0 28.3 27.6 26.838.055.02.52.52.66.76.76.710.611.411.413.516.817.016.523.823.819.729.131.822.733.541.225.837.651.52.42.42.56.36.36.39.810.610.612.815.716.015.722.222.218.528.329.721.633.138.324.737.248.02.02.12.55.75.96.09.09.910.012.014.515.015.020.520.517.927.527.520.832.635.523.736.844.52.02.02.34.85.55.67.89.39.410.513.814.113.519.519.516.525.926.119.530.733.722.334.842.22.02.23.25.25.35.08.88.88.613.213.311.618.518.514.624.224.617.628.731.820.632.839.81.92.00.34.84.93.08.28.25.812.312.49.017.317.412.022.623.215.226.830.018.430.837.51.51.7 1.7 1.5 1.13.54.1 3.8 3.3 3.06.57.1 6.4 5.6 5.09.810.5 9.3 8.5 7.513.115.0 13.0 12.0 10.516.120.0 17.5 15.8 14.020.026.0 22.8 20.3 18.024.032.5 28.4 25.5 22.522
CALCULATION OF SUPPORTING ANCHORPERMISSIBLE E-VALUESThe e-values given in table 17 are themaximum possible spacings of a flatanchor from the anchorage centre.If these values are exceeded, then themobility of the flat anchor must be ensuredby installation of additional heat insulationstrips.Table17Permissible e-values (m) for flat anchors with a thickness t=1.5, 2.0 and 3.0 mm forfacing layer thicknesses up to f=120mm for 3- and 4-layer panelstmm1.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.01.52.03.0Lmm404040808080120120120160160160200200200240240240280280280320320320360360360400400400Heat insulation layer (b) in mm30 40 50 60 70 80 90 100 110 120 150 180 210 2401.50 2.30 3.20 3.603.603.602.00 3.30 3.50 3.603.603.602.00 3.30 3.50 3.603.603.602.00 3.30 3.50 3.603.603.602.00 3.30 3.50 3.603.603.602.50 4.00 3.50 3.603.603.602.50 4.00 3.50 3.603.603.602.50 4.00 3.50 3.603.603.602.50 4.00 3.50 3.603.603.602.50 4.00 3.50 3.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.603.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.703.704.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.204.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.604.605.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.105.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.605.607.007.008.408.409.809.8011.2011.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.207.007.00 8.40 9.80 11.20INSTALLATION OF FLAT <strong>ANCHORS</strong>Firstly, two anchor bars (L = 400mm)bent at their midpoint by 30° are insertedin the outer holes of the upper bottomrow of round holes.The flat anchor is then set at the givenposition on the mesh reinforcement. Theanchorage bars are placed beneath thelower level of the reinforcement meshand inserted through the lower bottomrow of round holes.The bent anchorage bars facing upwardsare turned down, the ends must now betied to the mesh reinforcement.23
Page 5 and 6: PRODUCTION METHODSThere are two met
Page 8 and 9: CONSTRUCTION DETAILSPANEL LENGTHAvo
Page 10 and 11: CONSTRUCTION DETAILSCONCRETE QUALIT
Page 12: SUPPORTING SYSTEMSSome of the syste
Page 15: DEHA SANDWICH PANEL ANCHORAGES -OVE
Page 19 and 20: INSTALLATION OF SLEEVE SANDWICH PAN
Page 21: CALCULATION OF SUPPORTING ANCHORDet
Page 25 and 26: CALCULATING THE RETAINING ANCHORSTa
Page 27 and 28: INSTALLATION OF CONNECTOR PINSInsta
Page 29 and 30: CALCULATION EXAMPLESEXAMPLE 3Specif
Page 31 and 32: TRANSPORT OF SANDWICH PANELSDEHA OF

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