市政工程溝槽開挖與回填自動計算表

1、大任路dk1+400-dk1+650生活污水管道基槽開挖與回填工程量計算表（2016年7月）序序號號樁樁號號樁樁段段號號長長度度l l(m)(m)挖挖土土深深度度h(m)h(m)溝溝槽槽頂頂寬寬b1(m)b1(m)溝溝槽槽底底寬寬b2(m)b2(m)管管徑徑dn(m)dn(m)挖挖土土( (石石) )方方斷斷面面面面積積s s挖挖(m2)(m2)挖挖土土( (石石) )方方總總體體積積v v挖挖(m3)(m3)開開挖挖分分類類管管道道回回填填回回填填土土方方(m3)(m3)備備注注土土方方(m3)(m3)放放坡坡系系數(shù)數(shù)k k砂砂厚厚度度d(m)d(m)管管徑徑截截面面積積( () )回回填填

2、砂砂斷斷面面面面積積s s填填(m2)(m2)回回填填砂砂總總體體積積v v填填(m3)(m3)其其中中砂砂墊墊層層(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合合計計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說說明明：該該段段采采用用非非爆爆破破方方式式。管管溝溝挖挖方方量量計計算算式式：ss挖挖= =（b1+b2)*h/2b1+b2)*h/2 回回填填砂砂斷斷面面面面積積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挖挖終終）/2*l/2*l大任路dk1+650-dk1+960生活污水管道基槽開挖與回填工程量計算表（2016年7月）序序號號樁樁號號樁樁段段號號長長度度l l(m)(m)挖挖土土深深度度h(m)h(m)溝溝槽槽頂頂寬寬b1(m)b1(m)溝

5、溝槽槽底底寬寬b2(m)b2(m)管管徑徑dn(m)dn(m)挖挖土土( (石石) )方方斷斷面面面面積積s s挖挖(m2)(m2)挖挖土土( (石石) )方方總總體體積積v v挖挖(m3)(m3)開開挖挖分分類類管管道道回回填填回回填填土土方方(m3)(m3)備備注注土土方方(m3)(m3)放放坡坡系系數(shù)數(shù)k k砂砂厚厚度度d(m)d(m)管管徑徑截截面面積積( () )回回填填砂砂斷斷面面面面積積s s填填(m2)(m2)回回填填砂砂總總體體積積v v填填(m3)(m3)其其中中砂砂墊墊層層(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合合計計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說說明明：該該段段采采用用非非爆爆破破方方式式。管管溝溝挖挖方方量量計計算算式式：ss挖挖=