人工挖孔桩计算公式

桩身桩序桩总编桩径号长直径数量号mmφ根123456712345670.80.80.80.7.77.57.20.88.01纵向钢筋长度m98.017.77.57.27.517.817.317.417.717.527.47.77.47.757.27.67.67.98.17.95直径φ数量根长度m98.017.77.57.27.517.817.317.417.717.527.47.77.47.757.27.67.67.98.17.95重量kg000000000000000000000数量根444444444444444444444φ14加劲筋长度m重量kg高φ6间距100每米长度m重量kg钢筋笼螺旋筋φ6间距200高度98.017.77.57.27.517.817.317.417.717.527.47.77.47.757.27.67.67.98.17.95每米长度m2.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.8183722.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008500000000000000000000011.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.005250.87.510.87.810.87.310.87.410.87.710.87.520.80.80.80.80.80.80.80.87.47.77.47.27.67.67.98.11010111112121313141415151616171718181919202021210.87.750.87.95第 1 页，共 12 页

( 安庆新之宝4S店 )工程人工挖孔桩钢筋笼计算公式

桩身桩序桩总编桩径号长直径数量号mmφ根2222232324242525262627272828292930303131323233333434353536363737383839394040414142420.87.510.87.310.87.510.87.90.87.910.87.650.87.810.80.80.80.80.80.80.87.97.98.18.17.98.28.1纵向钢筋长度m7.517.317.517.97.917.657.817.97.98.018.18.058.17.97.828.28.058.17.917.857.81直径φ数量根长度m7.517.317.517.97.917.657.817.97.98.018.18.058.17.97.828.28.058.17.917.857.81重量kg000000000000000000000数量根444444444444444444444φ14加劲筋长度m重量kg高φ6间距100每米长度m重量kg钢筋笼螺旋筋φ6间距200高度7.517.317.517.97.917.657.817.97.98.018.18.058.17.97.828.28.058.17.917.857.81每米长度m2.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.8183722.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008500000000000000000000011.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.005250.88.010.88.050.87.820.88.050.87.910.87.850.87.81第 2 页，共 12 页

( 安庆新之宝4S店 )工程人工挖孔桩钢筋笼计算公式

桩身桩序桩总编桩径号长直径数量号mmφ根434344444545474748484949505051515252535354545555565657575858595960606161626263630.88.010.87.810.88.010.87.910.87.650.87.810.80.87.97.7纵向钢筋长度m8.017.818.017.917.657.817.97.77.917.8588.18.217.958.358.358.258.318.558.458.35直径φ数量根长度m8.017.818.017.917.657.817.97.77.917.8588.18.217.958.358.358.258.318.558.458.35重量kg000000000000000000000数量根444444444444444444444φ14加劲筋长度m重量kg高φ6间距100每米长度m重量kg钢筋笼螺旋筋φ6间距200高度8.017.818.017.917.657.817.97.77.917.8588.18.217.958.358.358.258.318.558.458.35每米长度m2.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.8183722.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008500000000000000000000011.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.005250.87.910.87.850.80.888.10.88.210.87.950.88.350.88.350.88.250.88.310.88.550.88.450.88.35第 3 页，共 12 页

( 安庆新之宝4S店 )工程人工挖孔桩钢筋笼计算公式

桩身桩序桩总编桩径号长直径数量号mmφ根656566666767686869697070717172727373747475757676777778787979808081818282838384840.88.550.88.250.88.450.87.950.87.850.80.87.67.8纵向钢筋长度m8.558.258.457.957.857.67.87.618.0188.28.117.917.917.857.818.017.857.657.557.71直径φ数量根长度m8.558.258.457.957.857.67.87.618.0188.28.117.917.917.857.818.017.857.657.557.71重量kg000000000000000000000数量根444444444444444444444φ14加劲筋长度m重量kg高φ6间距100每米长度m重量kg钢筋笼螺旋筋φ6间距200高度8.558.258.457.957.857.67.87.618.0188.28.117.917.917.857.818.017.857.657.557.71每米长度m2.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.8183722.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008500000000000000000000011.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.005250.87.610.88.010.80.888.20.88.110.87.910.87.910.87.850.87.810.88.010.87.850.87.650.87.550.87.71第 4 页，共 12 页

( 安庆新之宝4S店 )工程人工挖孔桩钢筋笼计算公式

桩身桩序桩总编桩径号长直径数量号mmφ根858586868787888090919192929393949495959696979799990.87.250.88.610.88.10.88.010.88.310.88.050.87.910.87.850.87.610.87.850.87.950.87.990.87.650.87.810.87.81纵向钢筋长度m7.258.618.18.018.318.057.917.857.617.857.957.997.657.817.818.057.957.817.957.717.91直径φ数量根长度m7.258.618.18.018.318.057.917.857.617.857.957.997.657.817.818.057.957.817.957.717.91重量kg000000000000000000000数量根444444444444444444444φ14加劲筋长度m重量kg高φ6间距100每米长度m重量kg钢筋笼螺旋筋φ6间距200高度7.258.618.18.018.318.057.917.857.617.857.957.997.657.817.818.057.957.817.957.717.91每米长度m2.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.818372.235210.8183722.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008522.0008500000000000000000000011.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.0052511.005251001000.88.051011010.87.951021020.87.811031030.87.951041040.87.711051050.87.91第 5 页，共 12 页

( 安庆新之宝4S店 )工程人工挖孔桩钢筋笼计算公式

桩身桩序桩总编桩径号长直径数量号mmφ根1061060.87.851071070.88.011081080.87.711091090.87.951101100.87.65纵向钢筋长度m7.858.017.717.957.6500合 计868867.95直径φ数量根长度m7.858.017.717.957.6500重量kg000000001190.020数量根44444φ14加劲筋长度m重量kg高φ6间距100每米长度m重量kg钢筋笼螺旋筋φ6间距200高度7.858.017.717.957.65000867.95每米长度m2.235210.818372.235210.818372.235210.818372.235210.818372.235210.8183722.0008522.0008522.0008522.0008522.0008522.0008522.000850000011.0052511.0052511.0052511.0052511.0052511.0052511.00525第 6 页，共 12 页

合计重量10上10下间距200重量kgkgkg38.6284410.8183738.6284434.3793110.8183734.3793133.0487710.8183733.0487732.1903610.8183732.1903630.9027510.8183730.9027532.2332810.8183732.2332833.520910.8183733.520931.3748710.8183731.3748731.8040810.8183731.8040833.0916910.8183733.0916932.276210.8183732.276231.7611610.8183731.7611633.0487710.8183733.0487731.7611610.8183731.7611633.2633710.8183733.2633730.9027510.8183730.9027532.6195710.8183732.6195732.6195710.8183732.6195733.9071810.8183733.9071834.7655910.8183734.7655934.1217810.8183734.12178第 7 页，共 12 页

合计重量10上10下间距200重量kgkgkg32.2332810.8183732.2332831.3748710.8183731.3748732.2332810.8183732.2332833.9071810.8183733.9071833.950110.8183733.950132.8341710.8183732.8341733.520910.8183733.520933.9071810.8183733.9071833.9071810.8183733.9071834.3793110.8183734.3793134.7655910.8183734.7655934.5509910.8183734.5509934.7655910.8183734.7655933.9071810.8183733.9071833.5638210.8183733.5638235.194810.8183735.194834.5509910.8183734.5509934.7655910.8183734.7655933.950110.8183733.950133.6925810.8183733.6925833.520910.8183733.5209第 8 页，共 12 页

合计重量10上10下间距200重量kgkgkg34.3793110.8183734.3793133.520910.8183733.520934.3793110.8183734.3793133.950110.8183733.950132.8341710.8183732.8341733.520910.8183733.520933.9071810.8183733.9071833.0487710.8183733.0487733.950110.8183733.950133.6925810.8183733.6925834.3363910.8183734.3363934.7655910.8183734.7655935.2377210.8183735.2377234.1217810.8183734.1217835.838610.8183735.838635.838610.8183735.838635.409410.8183735.409435.6669210.8183735.6669236.6970110.8183736.6970136.2678110.8183736.2678135.838610.8183735.8386第 9 页，共 12 页

合计重量10上10下间距200重量kgkgkg36.6970110.8183736.6970135.409410.8183735.409436.2678110.8183736.2678134.1217810.8183734.1217833.6925810.8183733.6925832.6195710.8183732.6195733.4779810.8183733.4779832.6624910.8183732.6624934.3793110.8183734.3793134.3363910.8183734.3363935.194810.8183735.194834.8085110.8183734.8085133.950110.8183733.950133.950110.8183733.950133.6925810.8183733.6925833.520910.8183733.520934.3793110.8183734.3793133.6925810.8183733.6925832.8341710.8183732.8341732.4049610.8183732.4049633.0916910.8183733.09169第 10 页，共 12 页

合计重量10上10下间距200重量kgkgkg31.1173510.8183731.1173536.9545410.8183736.9545434.7655910.8183734.7655934.3793110.8183734.3793135.6669210.8183735.6669234.5509910.8183734.5509933.950110.8183733.950133.6925810.8183733.6925832.6624910.8183732.6624933.6925810.8183733.6925834.1217810.8183734.1217834.2934710.8183734.2934732.8341710.8183732.8341733.520910.8183733.520933.520910.8183733.520934.5509910.8183734.5509934.1217810.8183734.1217833.520910.8183733.520934.1217810.8183734.1217833.0916910.8183733.0916933.950110.8183733.9501第 11 页，共 12 页

合计重量10上10下间距200重量kgkgkg33.6925810.8183733.6925834.3793110.8183734.3793133.0916910.8183733.0916934.1217810.8183734.1217832.8341710.8183732.834171190.023725.283第 12 页，共 12 页