桩基计算表(2014.7.23)

桩长序号桩号设计桩顶场地标高总孔深虚桩L123456710A74A102A99A73A72A71A101A100A98A70合计(kg)：备注：

1.201.201.201.201.201.201.201.201.201.20-0.2-0.247-0.111-0.221-0.113-0.233-0.2-0.150-0.190-0.24037.0037.5537.4637.1637.2437.0537.8038.7038.7038.500.500.500.500.500.500.500.500.500.500.5036.0936.6036.3736.1836.1536.0836.8637.6537.6937.0.410.450.590.480.590.470.440.550.510.46空孔挖孔直径（m）R0.800.800.800.800.800.800.800.800.800.800.5020.5020.5020.5020.5020.5020.5020.5020.5020.50218.13118.38618.27318.17718.16318.12818.52018.91518.93518.860184.49保护层桩芯厚度直径（m）（m）C0.0550.0550.0550.0550.0550.0550.0550.0550.0550.055D0.750.750.750.750.750.750.750.750.750.75直径（m）d0.0160.0160.0160.0160.0160.0160.0160.0160.0160.016搭接个数N14.004.004.004.004.004.004.004.004.004.00主筋根数N210.0010.0010.0010.0010.0010.0010.0010.0010.0010.00底面积（M2)砼（M3）=800mm）

主筋比重单根长度（m)（kg/m）g1.5801.5801.5801.5801.5801.5801.5801.5801.5801.580K=(L+35d*N1)38.3338.8438.6138.4238.3938.3239.1039.39.9339.78重量（KG）K*N2*g570.03578.06574.49571.49571.04569.94582.27594.69595.32592.955800.28预留筋（KG）N2*g*0.7m11.0611.0611.0611.0611.0611.0611.0611.0611.0611.06110.57加强筋间加强筋根距（m)数∏@2.002.002.002.002.002.002.002.002.002.00N419.0019.0019.0019.0019.0019.0019.0020.0020.0020.003.143.143.143.143.143.143.143.143.143.14d0.0120.0120.0120.0120.0120.0120.0120.0120.0120.012g0.8880.8880.8880.8880.8880.8880.8880.8880.8880.888加强筋直径比重单根长度（m)（mm）（kg/m）K=D+32d+2*13.57d3.053.053.053.053.053.053.053.053.053.05重量（KG）K*N4*g*N251.4951.4951.4951.4951.4951.4951.49.20.20.20523.03直径（mm）d0.0100.0100.0100.0100.0100.0100.0100.0100.0100.010长度5*R4.0004.0004.0004.0004.0004.0004.0004.0004.0004.000上部螺旋箍螺距螺箍长(mm)上部螺旋箍比重（kg/m）g0.6170.6170.6170.6170.6170.6170.6170.6170.6170.617@0.1000.1000.1000.1000.1000.1000.1000.1000.1000.100L=n*{√@^2+(Л+D)^2}+3ЛD+2*13.57*d101.673101.673101.673101.673101.673101.673101.673101.673101.673101.673螺箍重量小计(kg)直径（mm）d长度螺距螺箍长(mm)比重（kg/m）g0.3950.3950.3950.3950.3950.3950.3950.3950.3950.395L-5*R32.032.59732.37132.18132.15332.08332.833.65033.69033.0@0.3000.3000.3000.3000.3000.3000.3000.3000.3000.30062.73262.73262.73262.73262.73262.73262.73262.73262.73262.732627.320.0080.0080.0080.0080.0080.0080.0080.0080.0080.008L=n*√{@^2+(ЛD)^2}+3ЛD+2*13.57*d261.347265.369263.580262.076261.8261.300267.483273.706274.023272.836螺箍重量小计(kg)103.201104.7104.082103.488103.401103.182105.624108.081108.206107.7371051.79