张明明毕业设计工日

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1、流水节拍计算表分部分项工程工程量单位定额编号时间定额劳动量（工H）班组人数流水节拍单位数暈一土方工程平整场地270m21-1工FIG0.08121.87人工挖土392.953m31-4工Fl/nP0.26663104.773回填土315.668m31-127工Fl/nP0.5197164.053打地夯225.436m21-128工FIG0.00962.164二基础工程预制管桩钢筋0.215t4-182_£FI/t17.7703.821打桩1225m2-9工日/m0.1533192.392混凝土桩承台钢筋1.760151t4-171工Fl/t6.77011.916模板

2、33.779m312-93工Fl/nP0.74024.996浇筑33.779m34-11工Fl/nP1.21040.873地下柱钢筋1.0812010.463623t4-1714-168l：FI/t6.77010.32012.104模板3.872m312-73工Fl/nP2.93711.372浇筑3.872m34-15工Fl/nP1.5495.998混凝土垫层（填充）16.217m34-13匚H/m31.20119.477首层主体工程梁钢筋5.2938191.814116t4-1714-168工日/t6.77010.32054.561模板27.287m312-81匚

3、Fl/m31.80149.144浇筑27.287m34-21匚H/m30.87823.958板钢筋1.538723t4-168l：FI/t10.32015.880模板24.934m312-95匚H/m31.88947.100浇筑24.934m34-34工Fl/nP0.81920.421分部分项工程匸程量■H-位定额编号时间定额劳动量（工H）班组人数流水节拍单位数暈预制板0.405m34-84工Fl/nP2.7171.100柱模板15.042nP12-73工Fl/nP2.93744.178浇筑15.042m34-15工Fl/nP1.54923.300钢筋2.14993

4、83.364912t4-1714-168工Fl/t6.7710.3249.281构造柱模板2.318m312-80工Fl/nP2.2195.144浇筑2.318m34-20工Fl/nP2.6506.143楼梯钢筋0.1240810.084904t4-1714-168工Fl/t6.77010.3201.716模板11.603m212-109工FIG0.87110.106浇筑11.603m24-47工FIG0.4685.430二层主体工程梁钢筋4.3574191.877164t4-1714-168l：FI/t6.77010.32048.872模板29.099m312-8

5、2工Fl/nP2.64476.938浇筑29.099m34-22工Fl/nP0.90926.369板钢筋1.505184t4-168l：FI/t1.032015.533模板28.188m312-94匚Fl/m32.46369.427浇筑28.188m34-33工Fl/nP0.75921.395预制板1.576m34-84工Fl/nP2.7174.293柱模板9.297m312-73工Fl/nP2.93727.305浇筑9.297m34-15工Fl/nP1.54914.401钢筋1.0360411.475360t4-1714-168l：FI/t6.77010.3202

6、2.240构造柱模板4.514m312-80工日/rtf2.21910.017浇筑4.514m34-20工日/rtf2.65011.962钢筋0.110537t4-171工日/t6.7701.442分部分项工程匸程量■H-位定额编号时间定额劳动量（工H）班组人数流水节拍单位数暈楼梯0.0671734-16810.320模板12.858m212-109工FIG0.87111.199浇筑12.858m24-47工FIG0.4686.018雨篷模板0.434m312-120工Fl/nP5.0892.209浇筑0.434m32-42工Fl/nP2.1280.924二至石戻卞

7、体门S（二至五层工程暈一样的，所以其流水节拍与=层是相同的）梁钢筋3.8328061.759558t4-1714-168工Fl/t6.77010.32044.107模板28.614m312-82工Fl/nP2.64475.655浇筑28.614m34-22工Fl/nP0.90926.010板钢筋1.530034t4-168工Fl/t10.32015.790模板27.387m312-94工Fl/nP2.46367.454浇筑27.387m34-33匚H/m30.75920.787预制板1.576m34-84匚H/m32.7174.293柱模板9.257m312-7