钢筋工程量计算表(模板)

工程名称：白水县2015年度抗旱应急水源工程

合同编号：BSX2015KHYJSY-SG 共 页第 页

序号1234567891011121314151617181920212223构件名称地下泵房箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础箱型基础悬挑走道板悬挑走道板悬挑走道板悬挑走道板悬挑走道板钢筋型号规格级别直径Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级Ⅱ级141412121414141414121212121212121212881414@800@200@@@@@@@@@@@@@@@@@@钢筋数量计算式（12.07-0.07）/0.15+1=（12.07-0.07）/0.15+1=（6.37-0.07）/0.15+1=（6.37-0.07）/0.15+1=（6.37-0.05）/0.8+（12.07-0.05）/0.8=（12.07-0.07）/0.15+1=（12.07-0.07）/0.15+1=（6.37-0.07）/0.15-1=（6.37-0.07）/0.15-1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（2.8-0.07）/0.15+1=（12.07-0.37-0.37）/0.15-1=12=(12.07-0.07)/0.2+1=6=（12.07-0.37-0.37）/0.8=单根长度数量#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?总长度数量#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?间距150150150150800150150150150150150150150150150150150150计算式5.63+35*0.014*2+35*0.014=5.63+35*0.014*2+35*0.014=11.3+35*0.012*2+35*0.012=11.3+35*0.012*2+35*0.012=0.2+0.272+0.2+0.272+0.2=2.8=2.8=2.8=2.8=（12.07-0.07）+35*0.014*2+35*0.014=（12.07-0.07）+35*0.014*2+35*0.014=（12.07-0.07-0.6）+35*0.014*2+35*0.014=（12.07-0.07-0.6）+35*0.014*2+35*0.014=（6.37-0.07）+35*0.014*2=（6.37-0.07）+35*0.014*2=理论重量01.2081.2080.8880.8881.2081.2081.2081.2081.2080.8880.8880.8880.8880.8880.8880.8880.8880.8880.3950.3951.2081.20800000总重量（Kg）备注底板底板底板底板马凳A轴B轴3轴6轴A轴B轴A轴B轴3轴6轴3轴6轴#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?（6.37-0.07-0.6）+35*0.014*2=#NAME?（6.37-0.07-0.6）+35*0.014*2=（0.24-0.05+1.57-0.05+0.1-#NAME?0.05）+5*0.012*2=#NAME?12.07-0.07=(0.37-0.05+0.24-0.05）#NAME?*2+6.25*0.008*2=#NAME?12.07-0.07=#NAME?0.2+0.06+0.2+0.06+0.2=