人工挖孔樁樁基自動計算表格Excel

1、人人工工挖挖孔孔樁樁樁樁基基計計算算書書(JGJ94-2008)(G-05)(JGJ94-2008)(G-05)樁樁基基編編號號樁樁身身直直徑徑d(mm)d(mm)擴擴底底直直徑徑D(mm)嵌嵌巖巖深深徑徑比比hr/dhr/d橢橢圓圓樁樁水水平平長長度度A(mm)巖巖石石單單軸軸抗抗壓壓強強度度frk(Mpa)側(cè)側(cè)阻阻端端阻阻綜綜合合系系數(shù)數(shù)rr側(cè)側(cè)阻阻端端阻阻綜綜合合系系數(shù)數(shù)rr修修正正系系數(shù)數(shù)樁樁極極限限阻阻力力樁樁基基承承載載力力特特征征值值(KN)回回填填土土參參數(shù)數(shù)負負阻阻力力下下拉拉荷荷載載墻墻柱柱最最大大軸軸力力標標準準值值（KN)KN)單單樁樁豎豎向向力力標標準準值值（KN)K

2、N)樁樁芯芯砼砼強強度度等等級級成成樁樁工工藝藝系系數(shù)數(shù)樁樁身身承承載載力力（KN)KN)是是否否滿滿足足規(guī)規(guī)范范要要求求rfrkAprfrkAp(KN)(KN)回回填填土土厚厚（m m）極極限限側(cè)側(cè)阻阻力力標標準準值值（kpakpa）負負阻阻系系數(shù)數(shù)(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是是混凝土軸心抗壓值(MN/M3)C15C20C25C30C35C40C45C507.29.611.914.316.719.121.123

6、.1樁身配筋及強度計算樁基編號樁身直徑D(mm)橢圓樁水平長度A(mm)樁身縱筋直徑樁身配筋率(%)砼抗壓強度樁軸壓比樁身縱筋根數(shù)樁身縱筋間距(mm)承載力(KN)ZJ11300.00950.0016.000.2014.300.8025.49234.7829312.97嵌巖段側(cè)阻和端阻綜合系數(shù) 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