人防地下室顶板厚板高支模专项施工方案

08.6919300x7007.6620300x6006.6721300x5005.7522250x6005.6723200x6004.5924200x5003.91(板厚δ=180),中间梁截面尺寸及荷载分析表序号截面(mm)梁底集中线荷载(KN/m)选取计算代表梁1400x90012.68400x9002500x70012.583300x8008.694300x6006.675250x6005.676200x6004.597200x5003.918150x5003.009150x4002.47边梁截面尺寸/部位如下表:(板厚δ=350)边梁截面尺寸及荷载分析表序号截面(mm)梁底集中线荷载(KN/m)选取计算代表梁1500x100017.35500x10002400x90012.68400x900(板厚δ=300),边梁截面尺寸及荷载分析表序号截面(mm)梁底集中线荷载(KN/m)选取计算代表梁1500x80014.18500x8002400x90012.68400x9003400x70010.125300x7007.66(板厚δ=250),边梁截面尺寸及荷载分析表序号截面(mm)梁底集中线荷载(KN/m)选取计算代表梁1500x80014.18500x8002400x80011.42400x8003400x70010.125400x6008.82(板厚δ=200),边梁截面尺寸及荷载分析表序号截面(mm)梁底集中线荷载(KN/m)选取计算代表梁1500x100017.35500x10002500x80014.183500x70012.585400x70010.12400x700板厚度尺寸及荷载分析表板厚度尺寸及荷载分析表序号楼板厚度(mm)板底面荷载(KN/m2)选取计算代表板135012.93350230011.65325010.3842009.1051808.59