坡道混凝土计算

坡道A砼量计算坡道A底板直段序号123弧段序号12节点序号12小计直段500mm高序号12弧段500mm高序号12小计坡道A侧墙直段序号1234长8.704.5011.6014.00厚0.300.300.300.30底标高1顶标高1-4.05-0.30-3.83-0.30-1.900.65-1.210.65高1底标高2顶标高23.75-3.83-0.303.53-3.65-0.302.55-1.210.651.86-0.370.65高23.533.351.861.02高3.643.442.201.44面积体积9.514.657.676.0323.15备注模板墙高全算角度90.0090.00小弧半径大弧半径11.3511.656.006.30面积5.422.90高0.500.50体积2.711.45备注长13.2035.20高0.500.50厚0.300.30面积体积1.985.28备注长宽1.075.050.8/0.36.25/5.25厚0.300.30面积5.423.31体积1.630.99备注角度30.0060.00小弧半径大弧半径面积5.7011.9528.875.3012.3565.12厚0.400.40体积11.5526.05备注长宽6.605.8012.456.257.056.25厚0.400.400.40面积41.2540.8977.81体积16.5016.3631.13备注63.98模板钢筋5.284.649.9637.59C14@1501.441.062.673.697.392.624.629.241.021.083.033.39104.19坡道A侧墙先浇筑500mm高7.264.1611.4263.3731.0051.1340.21C14@1500.680.340.290.5856弧段序号7.202.40角度30.0030.0060.0060.000.300.30-0.37-0.150.650.651.020.80-0.15-0.200.650.650.800.850.910.83高2.992.993.113.111.960.59厚度0.300.300.300.3020.90体积备注5.392.7411.225.7144.058.3313.083.960.240.08半径弧长底标高1顶标高111.506.02-3.56-0.305.853.06-3.56-0.3011.5012.04-3.010.655.856.12-3.010.65高1底标高2顶标高2高23.26-3.01-0.302.713.26-3.01-0.302.713.66-1.900.652.553.66-1.900.652.5517.989.1437.3919.020.410.210.390.20小计坡道A顶板直段序号弧段序号1弧段上挑序号1小计合计长6.60角度30.00长5.05宽5.05厚0.25面积33.33体积8.33面积25.21体积6.30备注wkl1备注33.336.30C14@2000.955.050.65300*1200梁4.46小弧半径大弧半径厚5.7011.350.25宽0.30高0.95体积1.44备注25.211.4411.4316.07175.73393.623C200.05钢筋19.111.022777

143.13143.13292.813093.03

C18@150

0.62

0.98

2C16C12@1500.030.010.040.04

0.390.190.320.26

C6@600*600C18@100

0.0080.0040.0070.710.005

0.020.010.090.030.0020.001

0.020.010.040.020.220.110.460.240.0050.0020.0100.005

0.950.49

板支座筋C12@2000.25

27.77

板支座筋分布筋C6@200

0.088

3C20C8@100/200(2)0.050.05

0.190

18.92