人工挖孔樁樁基自動(dòng)計(jì)算表格Excel

1、人人工工挖挖孔孔樁樁樁樁基基計(jì)計(jì)算算書書(JGJ94-2008)(G-05)(JGJ94-2008)(G-05)樁樁基基編編號(hào)號(hào)樁樁身身直直徑徑d(mm)d(mm)擴(kuò)擴(kuò)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(zhǎng)長(zhǎng)度度A(mm)巖巖石石單單軸軸抗抗壓壓強(qiáng)強(qiáng)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(fù)負(fù)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(biāo)標(biāo)準(zhǔn)準(zhǔn)值值（KN)KN)單單樁樁豎豎向向力力標(biāo)標(biāo)準(zhǔn)準(zhǔn)值值（KN)K

2、N)樁樁芯芯砼砼強(qiáng)強(qiáng)度度等等級(jí)級(jí)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(biāo)標(biāo)準(zhǔn)準(zhǔn)值值（kpakpa）負(fù)負(fù)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(qiáng)度計(jì)算樁基編號(hào)樁身直徑D(mm)橢圓樁水平長(zhǎng)度A(mm)樁身縱筋直徑樁身配筋率(%)砼抗壓強(qiáng)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