钢筋混凝土污水检查井计算表

04S531-5P16工程量 D(管径) mm 井室高m3:7灰土（m） c15混凝土 m c15混凝土 流槽m 井室混凝土 m 底板混凝土C30 m 盖板混凝土m 13501.81.2960.4321.2301.9390.8800.627 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m3 7001.100PB1(2)-40.435 8001.100PB1(2)-40.435 9001.200PB1(2)-50.467 10001.300PB1(2)-60.499 11001.400PB1(2)-70.531 12001.500PB1(2)-80.563 13501.700PB1(2)-90.627 15001.800PB1(2)-100.659 16502.000PB1(2)-110.723 18002.100PB1(2)-120.755 20002.300PB1(2)-130.819 22002.500PB1(2)-140.883 24002.700PB1(2)-150.947 26002.900PB1(2)-161.011 28003.100PB1(2)-171.075 30003.300PB1(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 6.068 3.667 3.745 3.667 3.745 3.667 3.745 3.667 3.744 3.917 3.995 3.917 3.994 3.916 3.994 3.915 3.993 3.915 3.992 3.892 3.969 3.868 3.946 3.844 3.922 3.821 3.899 3.802 3.880 3.862 3.810 3.887 3.841 3.918 3.872 3.949 3.902 3.980 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） 46.240229.47399.6317.9202.639 3.7481.94810 462.4002294.732996.31279.20051.409 井室壁钢筋含量 kg/m2 钢筋kg井室钢筋钢筋型号 每米重量 36.020280.98017.75610.0000.617 36.020280.98017.75612.0000.888 38.260285.84617.75614.0001.208 39.540290.61017.75616.0001.578 42.750305.06617.75618.0001.998 44.990309.86417.756 46.240329.10417.756 50.700343.51517.756 51.200362.76517.756 57.875367.55917.756 61.660404.74518.743 65.390464.57920.469 69.280533.44422.671 73.090620.78325.578 76.900771.84028.213 80.700899.44334.247 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 1.0003.995 2.0003.994 3.0003.916 4.0003.994 5.0003.915 6.0003.993 7.0003.915 8.0003.992 9.0003.892 10.0003.969 11.0003.868 12.0003.946 13.0003.844 14.0003.922 15.0003.821 16.0003.899 17.0003.802 18.0003.880 19.0003.862 20.0003.810 21.0003.887 22.0003.841 23.0003.918 24.0003.872 25.0003.949 26.0003.902 27.0003.980