桩基础计算表ABCDEFGHIJKLMNOPQRSTUVWXYZAAAB112.051.10.250.310.80.12700.28510.71471.03042.740.57962.15721.004.351421100.2###29.63300.2102.8270.000222.051.20.250.310.80.14960.33930.79591.03042.890.57962.31521.004.351421100.2###29.63300.2102.8270.000说明：1I=3.1416*E*E*(D*D*0.125/E+E/2-E/3)J=3.1416*D*D*0.25*FK=3.1416*G*(D*D/4+H*H/4+D*H/4)/3PL=3.1416*H*H*C/4M=I+J+K+3.1416*(H+0.2)*(H+0.2)*0.25*CCN=3.1416*(H+0.1)*C*0.1O=I+J+K+LQ=F+G+C+PGV=Q*S*R*R*0.00617W=POWER[3.1416*3.1416*(H-0.1)(H-0.1)+U*U]*[Q*T*T*0.00617/U]球缺部分FZ=C/YEAA=3.1416*(H+0.1)DAB=Z*AA*X*X*0.006172用承台梁高来调整钢筋笼高度序号桩位编号桩身深度M底部球缺宽度M底部球缺高度M圆柱高度M圆台高度M桩身直径M底部球缺体积M3圆柱体积M3圆台体积M3桩身体积M3挖土方量M3护壁混凝土量M3桩混凝土量M3承台梁高M钢筋笼高度主筋直径主筋根数螺旋筋直径螺旋筋螺距主筋重量Kg螺旋筋重量Kg护壁钢筋直径护壁钢筋间距护壁钢筋根数护壁钢筋长度护壁钢筋重量涂黑部分为计算数值，计算公式如下:圆台部分桩身部分承台梁部分圆柱部分
