雨水檢查井計(jì)算公式

1、04s531-5p16工程量 d(管徑) 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 蓋板混凝土m 13501.81.2960.4321.2301.9390.8800.627 合計(jì)工程量12.9604.32012.30519.3948.8006.270 管徑mm尺寸m蓋板 darb蓋板型號砼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.

2、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 須輸入須輸入自動計(jì)算自動計(jì)算有誤差有誤差自動計(jì)算自動計(jì)算 6.068 3.667 3.7

3、45 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 蓋板鋼筋kg井室鋼筋 扣除井室上水口 鋼筋 井周圍灰土 m3 井筒每米井 周灰土m3 井室平均高 度m 井筒平均高度m 數(shù)量（座） 46.240229.47399.6317.

4、9202.639 3.7481.94810 462.4002294.732996.31279.20051.409 井室壁鋼筋含量 kg/m2 鋼筋kg井室鋼筋鋼筋型號 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.

5、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 自動計(jì)算自動計(jì)算有誤差自動計(jì)算自動計(jì)算須輸入自動計(jì)算須輸入 04s531-5p16工程量 蓋板 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