钢筋工程量计算书工程名称：厂房算量钢筋简图6.bmp8.bmp10.bmp12.bmp14.bmp16.bmp18.bmp20.bmp22.bmp24.bmp26.bmp28.bmp30.bmp32.bmp34.bmp36.bmp38.bmp40.bmp42.bmp44.bmp46.bmp48.bmp50.bmp52.bmp54.bmp56.bmp58.bmp58.bmp60.bmp62.bmp64.bmp66.bmp68.bmp70.bmp72.bmp74.bmp76.bmp78.bmp80.bmp82.bmp84.bmp86.bmp88.bmp90.bmp92.bmp94.bmp99.bmp101.bmp106.bmp108.bmp113.bmp115.bmp120.bmp122.bmp127.bmp129.bmp134.bmp136.bmp141.bmp143.bmp148.bmp150.bmp155.bmp157.bmp钢筋工程量计算书厂房算量计算表达式件154.903134.0451111.748152.0211111.748152.021113.66122.35122.35122.35122.35111.156重量kg构件名称：KL2(9)构件位置：①～⑩│C第1支座1排支座负筋(4C25)长=7.4/3+0.75-0.03+15*0.025[弯锚]=3.562重量=4*3.562*3.853375[钢筋比重]=54.903第1支座2排支座负筋(3C25)长=7.4/4+0.75-0.03+15*0.025[弯锚]=2.945重量=3*2.945*3.853375[钢筋比重]=34.045第2支座1排支座负筋(5C25)长=7.8/3+0.6+7.8/3=5.8重量=5*5.8*3.853375[钢筋比重]=111.748第2支座2排支座负筋(3C25)长=7.8/4+0.6+7.8/4=4.5重量=3*4.5*3.853375[钢筋比重]=52.021第3支座1排支座负筋(5C25)长=7.8/3+0.6+7.8/3=5.8重量=5*5.8*3.853375[钢筋比重]=111.748第3支座2排支座负筋(3C25)长=7.8/4+0.6+7.8/4=4.5重量=3*4.5*3.853375[钢筋比重]=52.021第5支座1排支座负筋(5C25)长=7.8/3+0.6-0.03+15*0.025[弯锚]=3.545重量=3.545*3.853375[钢筋比重]=13.66第5支座1排支座负筋(5C25)长=7.8/3+0.6+7.8/3=5.8重量=5.8*3.853375[钢筋比重]=22.35第5支座1排支座负筋(5C25)长=7.8/3+0.6+7.8/3=5.8重量=5.8*3.853375[钢筋比重]=22.35第5支座1排支座负筋(5C25)长=7.8/3+0.6+7.8/3=5.8重量=5.8*3.853375[钢筋比重]=22.35第5支座1排支座负筋(5C25)长=7.8/3+0.6+7.8/3=5.8重量=5.8*3.853375[钢筋比重]=22.35第5支座2排支座负筋(3C25)长=7.8/4+0.6-0.03+15*0.025[弯锚]=2.895重量=2.895*3.853375[钢筋比重]=11.156144.314113.66111.1561111.748152.0211111.748152.0211111.748151.801190.94114.142122.01111.66113.629第5支座2排支座负筋(3C25)长=7.8/4+37*0.025[直锚]=2.875重量=4*2.875*3.853375[钢筋比重]=44.314第5支座1排支座负筋(5C25)长=7.8/3+0.6-0.03+15*0.025[弯锚]=3.545重量=3.545*3.853375[钢筋比重]=13.66第5支座2排支座负筋(3C25)长=7.8/4+0.6-0.03+15*0.025[弯锚]=2.895重量=2.8...
