人工挖孔桩桩基自动计算表格Excel

1、人人工工挖挖孔孔桩桩桩桩基基计计算算书书(JGJ94-2008)(G-05)(JGJ94-2008)(G-05)桩桩基基编编号号桩桩身身直直径径d(mm)d(mm)扩扩底底直直径径D(mm)嵌嵌岩岩深深径径比比hr/dhr/d椭椭圆圆桩桩水水平平长长度度A(mm)岩岩石石单单轴轴抗抗压压强强度度frk(Mpa)侧侧阻阻端端阻阻综综合合系系数数rr侧侧阻阻端端阻阻综综合合系系数数rr修修正正系系数数桩桩极极限限阻阻力力桩桩基基承承载载力力特特征征值值(KN)回回填填土土参参数数负负阻阻力力下下拉拉荷荷载载墙墙柱柱最最大大轴轴力力标标准准值值（KN)KN)单单桩桩竖竖向向力力标标准准值值（KN)K

2、N)桩桩芯芯砼砼强强度度等等级级成成桩桩工工艺艺系系数数桩桩身身承承载载力力（KN)KN)是是否否满满足足规规范范要要求求rfrkAprfrkAp(KN)(KN)回回填填土土厚厚（m m）极极限限侧侧阻阻力力标标准准值值（kpakpa）负负阻阻系系数数(KN)(KN) c cZH1100010000.006.110.601.20345517280.000.25016051605300.808985是是ZH2100013000.006.110.601.20583929200.000.25027412741300.808985是是ZH3100015000.006.110.601.207774388

3、70.000.25038373837300.808985是是ZH4100017000.006.110.601.20998549930.000.25049294929300.808985是是ZH5100018000.006.110.601.201119555970.000.25054475447300.808985是是ZH6100019000.006.110.601.201247362360.000.25059925992300.808985是是ZH7100020000.006.110.601.201382069100.000.25059926347300.808985是是ZH811001700

4、0.006.110.601.20998549930.000.25043534353300.8010872是是ZH9110021000.006.110.601.201523776190.000.25073567356300.8010872是是ZH10100016000.03506.110.601.201130956540.000.25043314331300.8012989是是ZH11100017000.04506.110.601.201335166750.000.25065256525300.8014133是是ZH12100018000.04506.110.601.201475873790.0

5、00.25067396739300.8014133是是Z06006.110.601.201306865340.000.25056975697300.8015849是是Z018006.110.601.2021515107570.000.25061016101300.8029577是是ZH8a110011000.006.110.601.20418120900.000.25018001800300.8010872是是混凝土轴心抗压值(MN/M3)C15C20C25C30C35C40C45C507.29.611.914.316.719.121.123

6、.1桩身配筋及强度计算桩基编号桩身直径D(mm)椭圆桩水平长度A(mm)桩身纵筋直径桩身配筋率(%)砼抗压强度桩轴压比桩身纵筋根数桩身纵筋间距(mm)承载力(KN)ZJ11300.00950.0016.000.2014.300.8025.49234.7829312.97嵌岩段侧阻和端阻综合系数 rhr/d0.000.501.001.502.002.503.003.504.004.505.0015.000.600.800.951.071.181.271.351.421.481.531.5720.000.550.750.901.001.091.161.231.281.331.361.3930.000.450.650.810.860.90