市政工程沟槽开挖与回填自动计算表

1、大任路dk1+400-dk1+650生活污水管道基槽开挖与回填工程量计算表（2016年7月）序序号号桩桩号号桩桩段段号号长长度度l l(m)(m)挖挖土土深深度度h(m)h(m)沟沟槽槽顶顶宽宽b1(m)b1(m)沟沟槽槽底底宽宽b2(m)b2(m)管管径径dn(m)dn(m)挖挖土土( (石石) )方方断断面面面面积积s s挖挖(m2)(m2)挖挖土土( (石石) )方方总总体体积积v v挖挖(m3)(m3)开开挖挖分分类类管管道道回回填填回回填填土土方方(m3)(m3)备备注注土土方方(m3)(m3)放放坡坡系系数数k k砂砂厚厚度度d(m)d(m)管管径径截截面面积积( () )回回填填

2、砂砂断断面面面面积积s s填填(m2)(m2)回回填填砂砂总总体体积积v v填填(m3)(m3)其其中中砂砂垫垫层层(m3)(m3)其其中中砂砂回回填填(m3)(m3)1dk1+4001.021.700.940.341.350.371.340.091.932dk1+45050.001.231.720.950.341.6474.7574.750.311.340.091.8489.7527.8861.873dk1+50050.001.201.700.950.341.5980.7580.750.311.340.091.8387.2527.6359.624dk1+55050.001.251.700.9

3、40.341.6581.0081.000.301.340.091.8186.5027.4459.065dk1+60050.001.351.700.950.341.7986.0086.000.281.340.091.7785.0027.2557.756dk1+65050.001.232.180.940.341.9292.7592.750.501.340.092.1693.7528.5065.25789101112131415161718合合计计2 25 50 0. .0 00 04 41 15 5. .2 25 54 41 15 5. .2 25 54 44 42 2. .2 25 51 13

4、38 8. .7 70 03 30 03 3. .5 55 5说说明明：该该段段采采用用非非爆爆破破方方式式。管管沟沟挖挖方方量量计计算算式式：ss挖挖= =（b1+b2)*h/2b1+b2)*h/2 回回填填砂砂断断面面面面积积s=(b2+s=(b2+(b1-b2)/2/h(b1-b2)/2/h*d)*d*d)*d vv挖挖= =（s s挖挖起起+s+s挖挖终终）/2*l/2*l大任路dk1+650-dk1+960生活污水管道基槽开挖与回填工程量计算表（2016年7月）序序号号桩桩号号桩桩段段号号长长度度l l(m)(m)挖挖土土深深度度h(m)h(m)沟沟槽槽顶顶宽宽b1(m)b1(m)沟

5、沟槽槽底底宽宽b2(m)b2(m)管管径径dn(m)dn(m)挖挖土土( (石石) )方方断断面面面面积积s s挖挖(m2)(m2)挖挖土土( (石石) )方方总总体体积积v v挖挖(m3)(m3)开开挖挖分分类类管管道道回回填填回回填填土土方方(m3)(m3)备备注注土土方方(m3)(m3)放放坡坡系系数数k k砂砂厚厚度度d(m)d(m)管管径径截截面面积积( () )回回填填砂砂断断面面面面积积s s填填(m2)(m2)回回填填砂砂总总体体积积v v填填(m3)(m3)其其中中砂砂垫垫层层(m3)(m3)其其中中砂砂回回填填(m3)(m3)1dk1+6501.232.180.940.34

6、1.920.501.040.091.522dk1+70050.001.801.810.960.342.49110.25110.250.241.040.091.2564.7510.2454.5141.003dk1+75050.001.751.890.970.342.50124.75124.750.261.040.091.2959.0010.1548.8561.254dk1+80050.001.781.830.970.342.49124.75124.750.241.040.091.2759.5010.2049.3060.755dk1+85050.001.581.800.970.342.19117.

7、00117.000.261.040.091.2959.5010.2049.3053.006dk1+90050.001.601.810.950.342.21110.00110.000.271.040.091.2859.7510.1349.6245.757dk1+96060.001.492.050.960.342.24133.50133.500.371.040.091.3974.7012.2362.4753.4089101112131415161718合合计计3 31 10 0. .0 00 07 72 20 0. .2 25 57 72 20 0. .2 25 53 37 77 7. .2 20 06 63 3. .1 15 53 31 14 4. .0 05 53 31 15 5. .1 15 5说说明明：该该段段采采用用非非爆爆破破方方式式。管管沟沟挖挖方方量量计计算算式式：ss挖挖=