市政工程溝槽開挖與回填自動(dòng)計(jì)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(jì)算表（2016年7月）序序號(hào)號(hào)樁樁號(hào)號(hào)樁樁段段號(hào)號(hào)長(zhǎng)長(zhǎng)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(jì)計(jì)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(jì)計(jì)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(jì)算表（2016年7月）序序號(hào)號(hào)樁樁號(hào)號(hào)樁樁段段號(hào)號(hào)長(zhǎng)長(zhǎng)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(jì)計(jì)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(jì)計(jì)算算式式：ss挖挖=