1、箍箍筋筋钢钢筋筋计计算算公公式式序号桩型箍筋直径d（mm）箍筋间距p（mm）钢筋笼直径D1（mm）每米笼箍筋长度（mm）笼长（m）1ZH18正常区2005007866.8820加密区2007866.8802ZH28正常区2005007866.8823.5加密区2007866.883ZH38正常区2005007866.8822加密区2007866.884ZH48正常区2005007866.8822加密区2007866.885ZH58正常区2005007866.8820加密区2007866.886ZH68正常区2005007866.8820加密区2007866.88ZH78正常区200500786
2、6.8820加密区2007866.88合计主主筋筋钢钢筋筋计计算算公公式式序号桩型主筋直径d（mm）主筋数量笼长（m）桩数主筋质量1ZH12014213827572.502ZH2201424.59177033.683ZH32014232318278.014ZH42014233628609.065ZH52014217050791.446ZH62512219996205.737ZH72511217566809.53合计365299.94加加强强筋筋钢钢筋筋计计算算公公式式序号桩型加强筋直径d（mm）钢筋笼直径D1（mm）加强筋道数搭接长度10*d桩数加强筋质量1ZH1165001116039117
3、2.272ZH21650013160913232.633ZH3165001216023754.194ZH41650012160361180.475ZH51650011160702104.086ZH61650011160992975.777ZH71650011160752254.37合计13673.78须填写自动生成单根长（cm）桩数共长（m）每延米重量（kg/m）损耗率共重（kg）15733.76385978.830.3912360.92000.390.0018487.179116823.320.3916643.19000.390.0017307.14233980.640.3911571.88
4、000.390.0017307.14366230.570.3912460.33000.390.0015733.767011013.630.3914349.06000.390.0015733.769915576.420.3916150.82000.390.0015733.767511800.320.3914659.71000.390.0028195.91混混凝凝土土量量序号桩型桩直径D（mm）桩长桩数混凝土质量1ZH16002238236.250.32ZH260025.591655.770.33ZH36002423156.000.34ZH46002436244.170.35ZH56002270435.200.36ZH66002299615.500.37ZH76002275466.290.3合计2809.19每每立立方方米米混混凝凝土土钢钢筋筋含含量量主筋总质量（kg）箍筋总质量（kg）加强筋总质量（kg）总混凝土量（m3）箍箍筋筋钢钢筋筋计计算算公公式式365299.9428195.9113673.782809.19含量144.9428.2200.21631.661520
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