大口井土方工程量计算表

井室相应工程量计算表1、砖砌方形井[1.1m(长)*1.1m(宽)*1.4m(高)]，共计18座，其中：砖砌体：(1.1+0.24)*4*0.24*1.4=1.8m³/座*18座=32.4m³盖板C25砼：(1.1+0.4)*(1.1+0.4)*0.12=0.27m³/座*18座=4.86m³盖板钢筋(Φ14)：(1.1+0.4)/0.15+1=11根11*2*1.5*14*14*0.00617/1000=0.04t/座*18座=0.72t 砂砾垫层：(1.1+0.48+0.1*2+0.1*2)2*0.1=0.39m³/座*18座=7m³C30基础：(1.1+0.48+0.1*2)²*0.15=0.48m³/座*18座=8.6m³内壁抹灰：1.1*4*1.4=6.16㎡/座*18座=111㎡轻型井盖：4套2、砖砌方形井[1m(长)*0.8m(宽)*1.2m(高)],共计4座，其中：砖砌体：[(1+0.24)*2+(0.8+0.24)*2]*0.24*1.2=1.3m³/座*4座=5.2m³盖板C25砼：(1+0.4)*(0.8+0.4)*0.12=0.2m³/座*4座=0.8m³盖板钢筋(Φ14)：(1+0.4)/0.15+1=11根 (0.8+0.4)/0.15+1=9根(1.4*11+1.2*9)*14*14*0.00617/1000=0.03t/座*4座=0.12t砂砾垫层：(1+0.48+0.1*4)*(0.8+0.48+0.1*4)*0.1=0.3m³/座*4座=1.2m³C30基础：(1+0.48+0.1*2)*(0.8+0.48+0.1*2)*0.15=0.37m³/座*4座=1.5m³内壁抹灰：1*1.2*2+0.8*1.2*2=4.3㎡/座*4座=17㎡3、砖砌方形井[1.5m(长)*1m(宽)*1.4m(高)]，共计2座，其中：砖砌体：[(1.5+0.24)*2+(1+0.24)*2]*0.24*1.4=2m³/座*2座=4m³盖板C25砼：(1.5+0.4)*(1+0.4)*0.12=0.32m³/座*2座=0.64m³盖板钢筋(Φ14)：(1.5+0.4)/0.15+1=14根 (1+0.4)/0.15+1=11根(14*1.9+11*1.4)*14*14*0.00617/1000=0.05t/座*2座=0.1t 砂砾垫层：(1.5+0.48+0.1*4)*(1+0.48+0.1*4)*0.1=0.45m³/座*2座=0.9m³ C30基础：(1.5+0.48+0.1*2)*(1+0.48+0.1*2)*0.15=0.55m³/座*2座=1.1m³内壁抹灰：1.5*1.4*2+1*1.4*2=7㎡/座*2座=14㎡4、砖砌方形井：[3.5m(长)*1.5m(宽)*1.4m(高)]，共计1座，其中：砖砌体：[3.5+0.24)*2+(1.5+0.24)*2]*0.24*1.4=3.7m³盖板C25砼：(3.5+0.4)*(1.5+0.4)*0.12=0.9m³盖板钢筋(Φ14) ：(3.5+0.4)/0.15+1=27根 (1.5+0.4)/0.15+1=14根(3.9*27+1.9*14)*14*14*0.00617/1000=0.16t沙砾垫层：(3.5+0.48+0.1*4)*(1.5+0.48+0.1*4)*0.1=1m³C30基础：(3.5+0.48+0.1*2)*(1.5+0.48+0.1*2)*0.15=1.4m³内壁抹灰：(3.5*1.4*2)+(1.5*1.4*2)=14㎡5、砖砌圆形井：[1.2m(内径)、1.4m(高)],共计1座，其中：砖砌体：3.14*{[(1.2+0.48)/2]2-(1.2/2)2}*1.4=1.52m³/座*14座=21m³砂砾垫层：(1.2+0.48+0.4)2*0.1=0.43m³/座*14座=6m³C30基础：(1.2+0.48+0.2)2*0.15=0.65m³/座*14座=9m³内壁抹灰：3.14*1.2*1.4=5.3㎡/座*14座=74㎡轻型井盖：14套- 1 -。

距离桩号填填土石土石123456789距离桩号填填土石土石123456789挖挖总体积断面面积（）平均面积（）02048012.211.38 6.581.94909.42 6.2514.843.440505.089.449.5340.556.9602051010.979.7160.8610.92020202052010.129.254.93521.9810.9710.02335.8810.19011.28053011.8812.8125.5217.490.216.3203.63540.0810.4911.7424.265509.3 3.8320.7833.74 1.629.720.55608.99 4.7923.0833.83 3.61010105708.794.8119.17575.0810.065.226.8535.939.135.81 6.15809.92 5.513.5437.5912.6 3.636.376008.82 5.831.586209.797.3648.2620.741.8917.2106408.7411.938.26挖挖总体积断面面积（）平均面积（）2m 2m m3m 2m 2m m3m距离桩号填填土石土石1234567896609.36 4.186.581.902002068010.39.7614.843.447009.9812.7672010.9913.1460.8610.9202040.556.960207408.33 4.3254.9311.287607.96 1.7735.8810.190200207809.33 1.5625.5217.49792.69 4.3224.2629.720.5 3.630.216.3800 3.9720.7833.74810 3.6223.0833.83 3.6101.610830 5.2119.1735.81837.69 3.146.8535.939.1 6.376.110840 3.743.5437.59850 4.471.5841.8917.21012.6 3.634.5148.268704.6720.78.26859.39挖挖总体积断面面积（）平均面积（）020882.699.72 6.581.989010.114.843.4409008.7640.556.960209108.66 4.5260.8610.920202020927.699.5154.9311.282m 2m m3m距离桩号填填土石土石1234567892054.939409.2735.8810.19011.280960 4.8725.5217.490.216.3203.639807.3124.2610004.1820.7833.74 1.629.720.510209.0223.0833.83 3.610101010409.3219.1710609.066.8535.939.135.81 6.110808.963.5437.5912.6 3.636.3711005.141.581114.364.2148.2620.741.8917.21011204.738.26挖挖总体积断面面积（）平均面积（）1149.369.146.581.902002011608.1414.843.441163.519.4311804.7660.8610.9202040.556.960201184.39 5.2454.9311.281200 4.1235.8810.190200201219.36 3.7825.5217.4912407.65 2.3624.2629.720.5 3.630.216.312609.06 2.1720.7833.7412809.033.6123.0833.833.6101.6102m 2m m3m距离桩号填填土石土石12345678923.0833.83 3.6101300 3.9319.1735.811320 3.926.8535.939.1 6.376.110134014.793.5437.59136013.141.5841.8917.21012.6 3.63048.26140013.5720.78.26138014.28挖挖总体积断面面积（）平均面积（）020142010.46.581.9144019.4514.843.440146016.940.556.9620148018.04202035.8810.1912026.4810.6725.5217.490.216.3203.63136.424.5624.320.3724.2614023.9535.130.620.7833.741.629.720.515017.6132.3 2.6823.0833.833.610101016028.5435.314.5719.171709.7936.317.716.8535.939.135.816.1176.43.9135.5610.533.5437.5912.63.636.371803.1639.6314.691.5819044.1519.7148.2620.741.8917.2108.262m 2m m3m距离桩号填填土石土石12345678948.2620.7198.352.3621.798.26挖挖总体积断面面积（）平均面积（）07.451.84 6.581.9020020205.72 1.9614.843.444023.964.926057.149.0160.8610.9202040.556.960208064.5812.8554.9311.2810045.299.7135.8810.1902002012026.4810.6725.5217.49136.424.5624.320.3724.2629.720.5 3.630.216.314023.9535.130.620.7833.7415017.6132.3 2.6823.0833.83 3.6101.61016028.5435.314.5719.1735.811709.7936.317.716.8535.939.1 6.376.110176.43.9135.5610.533.5437.591803.1639.6314.691.5841.8917.21012.6 3.6344.1519.7148.26198.352.3621.7920.78.261902m 2m m3m土石土石土土石压实101112131415161718土石土石土土石压实101112131415161718石土石土 路基土石方量表挖方填方本桩利用挖余填缺38.010131.7压实380093.781168.80022868.830296.8139.300671.7139.30225.5000998.7218.501217218.5717.6873.11098225.500203.700513.9203.70107.8 1.803131.5286.33417.9286.3207.8087.987.919.8 1.8207.8129.616.40337.416.4358.161.4107.536.30338.336.3230.8230.843.70191.7191.7166.461.443.7185.358.1022958.1418.9172123.545.70136.345.712.812.8015.815.8403.1172 路基土石方量表398.6171.4398.6171.4土石土石本桩利用挖余填缺挖方填方压实3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m土石土石土土石压实1011121314151617180093.70671.768.830296.838.010131.738139.368.8002280811139.300109800998.7218.501217218.5225.500873.1225.53417.900513.9203.70717.6203.7286.303131.5286.316.4207.819.8 1.80107.8 1.887.987.9207.8129.616.40337.461.4191.7107.536.30338.336.3230.8230.8191.7166.461.40358.145.712.8185.358.1022958.143.743.712.8123.545.70136.3403.11720418.917215.815.80398.6171.4398.6171.4石土石土 路基土石方量表挖方填方本桩利用挖余填缺38.010131.7压实380093.781168.80022868.830296.8139.300671.7139.30225.500998.7218.501217218.5873.11098225.53m 3m 3m 3m 3m 3m土石土石土土石压实101112131415161718225.50717.6873.11098225.500203.700513.9203.70107.8 1.803131.5286.33417.9286.3207.8087.987.919.8 1.8207.8129.616.40337.416.4358.161.4107.536.30338.336.3230.8230.843.70191.7191.7166.461.443.7185.358.1022958.1418.9172123.545.70136.345.712.812.8015.815.8403.1172 路基土石方量表398.6171.4398.6171.4土石土石本桩利用挖余填缺挖方填方压实0093.70671.768.830296.838.010131.738139.368.8002280811139.300109800998.7218.501217218.5225.500873.1225.53417.900513.9203.70717.6203.7286.303131.5286.316.4207.819.8 1.80107.8 1.887.987.9207.8129.616.40337.4107.536.3338.336.3230.8230.83m 3m3m3m3m3m土石土石土土石压实10111213141516171861.4191.7107.536.30338.336.3230.8230.8191.7166.461.40358.145.712.8185.358.1022958.143.743.712.8123.545.70136.3403.11720418.917215.815.80398.6171.4398.6171.4石土石土 路基土石方量表挖方填方本桩利用挖余填缺38.010131.7压实380093.781168.80022868.830296.8139.3671.7139.3225.50717.6873.11098225.500203.700513.9203.70107.8 1.803131.5286.33417.9286.3207.8087.987.919.8 1.8207.8129.616.40337.416.4358.161.4107.536.30338.336.3230.8230.843.70191.7191.7166.461.443.7185.358.1022958.1418.9172123.545.70136.345.712.812.8015.815.8403.11720398.6171.4398.6171.43m 3m 3m 3m 3m 3m土石土石土土石压实101112131415161718 路基土石方量表0398.6171.40398.6171.40土石土石本桩利用挖余填缺挖方填方压实0093.70671.768.830296.838.010131.738139.368.8002280811139.300109800998.7218.501217218.5225.500873.1225.53417.900513.9203.70717.6203.7286.303131.5286.316.4207.819.8 1.80107.8 1.887.987.9207.8129.616.40337.461.4191.7107.536.30338.336.3230.8230.8191.7166.461.40358.145.712.8185.358.1022958.143.743.712.8123.545.70136.3403.11720418.917215.815.80398.6171.4398.6171.43m 3m3m3m3m3m石运距运距kmkm192021222324252627石运距运距kmkm192021222324252627土石远运利用纵向调配示意图借方量表 第1页 共6页填缺土运量石运量土量表 第1页 共6页土石填缺远运利用纵向调配示意图借方土运量石运量土3m 3m 3m 3m 3m 3m3m3m石运距运距kmkm192021222324252627土石远运利用纵向调配示意图借方量表 第1页 共6页填缺土运量石运量土3m 3m 3m 3m石运距运距kmkm192021222324252627量表 第1页 共6页土石填缺远运利用纵向调配示意图借方土运量石运量土3m 3m3m3m石运距运距kmkm192021222324252627土石远运利用纵向调配示意图借方量表 第1页 共6页填缺土运量石运量土3m 3m 3m 3m石运距运距kmkm192021222324252627量表 第1页 共6页土石填缺远运利用纵向调配示意图借方土运量石运量土3m3m3m3m备注运距运距kmkm282930313233备注运距运距kmkm282930313233土石弃方运量石运量弃方土石运量石运量3m 3m备注运距运距kmkm282930313233土石弃方运量石运量3m备注运距运距kmkm282930313233弃方土石运量石运量3m备注运距运距kmkm282930313233土石弃方运量石运量3m备注运距运距kmkm282930313233弃方土石运量石运量3m。

土方工程量成果数据一、大口井土方计算表1土方开挖（一次挖土）4251.69（m³）2土方开挖（二次倒运）1232.45（m³）3土方回填（直接回填）4251.69（m³）4弃土外运（挖装运）850.81（m³）5回填土夯实（30%）1275.51（m³）6（山丘区）考虑岩石开挖（m³）7（山丘区）考虑外运石渣（m³）石方工程量成果数据一、大口井石方计算表1反滤层138.16（m³）2砼预制块82.63（m³）3无砂砼预制块101.74（m³）4浆砌石井圈15.12（m³）5砖墙井壁8.10（m³）6圈梁114.58（m³）7圈梁2 3.01（m³）8过梁 3.24（m³）9盖板 6.64（m³）10抹面14.44（㎡）设计参数输入数据1井直径（m）8.0 2井深度（m）10.0 3上部井壁厚度（m）0.6 4上部井壁高度（m） 6.0 5下部井壁厚度（m） 1.0 6下部井壁高度（m） 4.0 7井底工作面宽度（m） 1.0 8滤层厚度（m） 1.0 9滤层高度（m） 4.0 10顶层开挖边坡（m/m） 1.0 11底层开挖边坡（m/m） 1.0 12倒运工作平台宽度（m） 2.0 13顶层开挖高度（m） 5.0 14底层开挖高度（m） 5.0计算参数公式数据1底层下口开挖直径（m）12.0 2底层上口开挖直径（m）22.0 3顶层下口开挖直径（m）26.0 4顶层上口开挖直径（m）36.0 1底层开挖土方（m³）1232.5 2顶层开挖土方（m³）3870.1 2大口井下部外运土方（m³）452.2 3大口井上部外运土方（m³）398.7设计参数输入数据1井直径（m）8.0 2井深度（m）10.0 3上部井壁厚度（m）0.6 4上部井壁高度（m） 6.0 5上部井壁实际高度（m） 5.1上部井壁中心半径（m） 4.3 6下部井壁厚度（m） 1.0 7下部井壁高度（m） 4.08下部井壁实际高度（m） 3.6下部井壁中心半径（m） 4.5 9（圈梁1）道数 3.0 10（圈梁1）高度（m）0.3 11（圈梁1）宽度（m）0.6（圈梁1）中心半径（m） 4.3 12（圈梁2）道数 1.0 13（圈梁2）高度（m）0.4 14（圈梁2）宽度（m） 1.2（圈梁2）中心半径（m） 4.6 15砖砌井壁厚度（m）0.6 16砖砌井壁高度（m）0.5砖砌井壁中心半径（m） 4.3 17碎石反滤层高度（m） 4.0 18碎石反滤层厚度（m） 1.0碎石反滤层中心半（m） 5.5 19M10浆砌石井圈厚度（m）0.3 M10浆砌石井圈宽度（m） 1.5 20井圈中心半径（m） 5.4 21井盖半径（m） 4.6 22井盖厚度（m）0.1 23过梁断面面积（㎡）0.2 24过梁长度（m）8.30 25过梁根数 2.0 26抹面高度（m）0.50 27抹面直径（m）9.2直径8m深10m大口井。

井室相应工程量计算表1、砖砌方形井[1.1m(长)*1.1m(宽)*1.4m(高)]，共计18座，其中：砖砌体：(1.1+0.24)*4*0.24*1.4=1.8m³/座*18座=32.4m³盖板C25砼：(1.1+0.4)*(1.1+0.4)*0.12=0.27m³/座*18座=4.86m³盖板钢筋(Φ14)：(1.1+0.4)/0.15+1=11根11*2*1.5*14*14*0.00617/1000=0.04t/座*18座=0.72t 砂砾垫层：(1.1+0.48+0.1*2+0.1*2)2*0.1=0.39m³/座*18座=7m³C30基础：(1.1+0.48+0.1*2)²*0.15=0.48m³/座*18座=8.6m³内壁抹灰：1.1*4*1.4=6.16㎡/座*18座=111㎡轻型井盖：4套2、砖砌方形井[1m(长)*0.8m(宽)*1.2m(高)],共计4座，其中：砖砌体：[(1+0.24)*2+(0.8+0.24)*2]*0.24*1.2=1.3m³/座*4座=5.2m³盖板C25砼：(1+0.4)*(0.8+0.4)*0.12=0.2m³/座*4座=0.8m³盖板钢筋(Φ14)：(1+0.4)/0.15+1=11根 (0.8+0.4)/0.15+1=9根(1.4*11+1.2*9)*14*14*0.00617/1000=0.03t/座*4座=0.12t砂砾垫层：(1+0.48+0.1*4)*(0.8+0.48+0.1*4)*0.1=0.3m³/座*4座=1.2m³C30基础：(1+0.48+0.1*2)*(0.8+0.48+0.1*2)*0.15=0.37m³/座*4座=1.5m³内壁抹灰：1*1.2*2+0.8*1.2*2=4.3㎡/座*4座=17㎡3、砖砌方形井[1.5m(长)*1m(宽)*1.4m(高)]，共计2座，其中：砖砌体：[(1.5+0.24)*2+(1+0.24)*2]*0.24*1.4=2m³/座*2座=4m³盖板C25砼：(1.5+0.4)*(1+0.4)*0.12=0.32m³/座*2座=0.64m³盖板钢筋(Φ14)：(1.5+0.4)/0.15+1=14根 (1+0.4)/0.15+1=11根(14*1.9+11*1.4)*14*14*0.00617/1000=0.05t/座*2座=0.1t 砂砾垫层：(1.5+0.48+0.1*4)*(1+0.48+0.1*4)*0.1=0.45m³/座*2座=0.9m³ C30基础：(1.5+0.48+0.1*2)*(1+0.48+0.1*2)*0.15=0.55m³/座*2座=1.1m³内壁抹灰：1.5*1.4*2+1*1.4*2=7㎡/座*2座=14㎡4、砖砌方形井：[3.5m(长)*1.5m(宽)*1.4m(高)]，共计1座，其中：砖砌体：[3.5+0.24)*2+(1.5+0.24)*2]*0.24*1.4=3.7m³盖板C25砼：(3.5+0.4)*(1.5+0.4)*0.12=0.9m³盖板钢筋(Φ14) ：(3.5+0.4)/0.15+1=27根 (1.5+0.4)/0.15+1=14根(3.9*27+1.9*14)*14*14*0.00617/1000=0.16t沙砾垫层：(3.5+0.48+0.1*4)*(1.5+0.48+0.1*4)*0.1=1m³C30基础：(3.5+0.48+0.1*2)*(1.5+0.48+0.1*2)*0.15=1.4m³内壁抹灰：(3.5*1.4*2)+(1.5*1.4*2)=14㎡5、砖砌圆形井：[1.2m(内径)、1.4m(高)],共计1座，其中：砖砌体：3.14*{[(1.2+0.48)/2]2-(1.2/2)2}*1.4=1.52m³/座*14座=21m³砂砾垫层：(1.2+0.48+0.4)2*0.1=0.43m³/座*14座=6m³C30基础：(1.2+0.48+0.2)2*0.15=0.65m³/座*14座=9m³内壁抹灰：3.14*1.2*1.4=5.3㎡/座*14座=74㎡轻型井盖：14套- 1 -。

通信管道计算方法：开挖路面（柏油、混凝土、水泥花砖）=管道长度×0.5米（百平方米）开挖土方量=开挖管道沟面积×长度（百立方米）开挖管道沟面积=（地面开刨沟宽+沟底开凿沟宽）×开挖沟深×½回填土方量（夯填、松填）=开挖土方量－管道包封混凝土量－管道基础方量-井所占土方量（百立方米）管道包封混凝土量=管道包封整体体积－管孔体积（立方米）管道基础方量=基础长×基础宽×基础高倒运土方量=开挖土方量－回填土方量（百立方米）管道工程施工测量=管道总长度开挖管道沟及人手孔坑（普通土、硬土、砂砾土）=开挖土方量分别×60％×30％×10％常用管道定额：管道包封C15 TGD2-90人孔井90×120 TDG3-125常用管道沙子水泥料：管道包封C15 水泥 0.31T碎石 1.34T/1.65=0.81 m³沙子 0.71T/1.5=0.47 m³板材 0.06 m³人孔井90×120 水泥 0.4T沙子 1.4/1.5=0.93 m³碎石 0.75/1.65=0.45 m³板材 0.06 m³红砖 720块拉力环 2个圆钢φ6 1.05㎏φ8 3㎏φ10 7.21㎏甲式托架/M16×220穿钉 4/8个倒置交接箱底座①水泥 0.06T碎石 0.24T/1.65=0.15 m³沙子 0.13T/1.5=0.09 m³板材 0.01 m³瓷砖 160块②水泥 0.15T碎石 0.25T/1.65=0.15 m³沙子 0.25T/1.5 =0.17 m³红砖 300块瓷砖 160块常用管道包封截面积：φ110 一孔波：0.0418㎡两孔波：0.0532㎡四孔波：0.076㎡φ50 一孔塑：0.025㎡(0.0702采用380×190)两孔塑：0.03㎡(0.0682采用380×190) 常用2孔管道（380×190）截面积： 0.0722㎡常用φ110×2孔波截面积：2×（3.14×55²）=0.019㎡人手孔净里（小号）：120×90×170 挖土方量2.4×2.1×2.35=11.84 m³（大号手孔土方量：约20 m³）沙子水泥：单位换算：碎石：X吨/1.65-----m³沙子：X吨/1.5------m³附：φ110两孔管道截面图：1、2、3、4孔管道共用此开挖土方量；图中未显示基础的长宽高及管孔之间距离20PS:图中0.8为80mm。