雨水检查井计算公式

1、04S531-5P16工程量D(管径)mm井室高m3:7灰土（m）c15混凝土mc15混凝土流槽m井室混凝土m底板混凝土C30m盖板混凝土m13501.81.2960.4321.2301.9390.8800.627合计工程量12.9604.32012.30519.3948.8006.270管径mm尺寸m盖板DARb盖板型号砼m37001.100PB1(2)-40.4358001.100PB1(2)-40.4359001.200PB1(2)-50.46710001.300PB1(2)-60.49911001.400PB1(2)-70.53112001.500PB1(2)-80.56313501.

2、700PB1(2)-90.62715001.800PB1(2)-100.65916502.000PB1(2)-110.72318002.100PB1(2)-120.75520002.300PB1(2)-130.81922002.500PB1(2)-140.88324002.700PB1(2)-150.94726002.900PB1(2)-161.01128003.100PB1(2)-171.07530003.300PB1(2)-181.139须输入须输入自动计算自动计算有误差有误差自动计算自动计算6.0683.6673.7453.6673.7453.6673.7453.6673.7443.91

3、73.9953.9173.9943.9163.9943.9153.9933.9153.9923.8923.9693.8683.9463.8443.9223.8213.8993.8023.8803.8623.8103.8873.8413.9183.8723.9493.9023.980盖板钢筋kg井室钢筋扣除井室上水口钢筋井周围灰土m3井筒每米井周灰土m3井室平均高度m井筒平均高度m 数量（座）46.240229.47399.6317.9202.6393.7481.94810462.4002294.732996.31279.20051.409井室壁钢筋含量kg/m2钢筋kg井室钢筋钢筋型号 每米重

4、量36.020280.98017.75610.0000.61736.020280.98017.75612.0000.88838.260285.84617.75614.0001.20839.540290.61017.75616.0001.57842.750305.06617.75618.0001.99844.990309.86417.75646.240329.10417.75650.700343.51517.75651.200362.76517.75657.875367.55917.75661.660404.74518.74365.390464.57920.46969.280533.44422.

5、67173.090620.78325.57876.900771.84028.21380.700899.44334.247自动计算自动计算有误差自动计算自动计算须输入自动计算须输入04S531-5P16工程量盖板1.0003.9952.0003.9943.0003.9164.0003.9945.0003.9156.0003.9937.0003.9158.0003.9929.0003.89210.0003.96911.0003.86812.0003.94613.0003.84414.0003.92215.0003.82116.0003.89917.0003.80218.0003.88019.0003.86220.0003.81021.0003.88722.0003.84123.0003.91824.0003.87225.0003.94926.0003.90227.000