1、钢钢筋筋工工程程量量计计算算书书工工程程名名称称：厂厂房房算算量量钢钢筋筋简简图图9.bmp13.bmp17.bmp21.bmp25.bmp29.bmp33.bmp37.bmp41.bmp45.bmp49.bmp53.bmp56.bmp59.bmp64.bmp67.bmp70.bmp计计算算表表达达式式件件重重量量kgkg构件名称：B2 构件位置：B2_No1:CD板名称：B2:No1,板厚：130mm,标高：25.15 米。1下部钢筋：A8150:长CD 范围 钢筋根数=(74.625-支座(0.15+0)-0.1)/0.15+1=497(四舍五入)钢筋长度=8.075+2*6.25*0.0
2、08弯钩=8.175 钢筋重量=497*8.175*0.3935856钢筋比重=1599.12911599.129下部钢筋：A8150:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.15+1=53(四舍五入)钢筋长度=74.625+2*6.25*0.008弯钩+搭接8*1.2*25*0.008=76.645 钢筋重量=53*76.645*0.3935856钢筋比重=1598.81811598.818下部钢筋：A8150:长CD 范围 钢筋根数=(74.625-支座(0.15+0)-0.1)/0.15+1=497(四舍五入)钢筋长度=8.075+2*6.25*0.0
3、08弯钩=8.175 钢筋重量=497*8.175*0.3935856钢筋比重=1599.12911599.129下部钢筋：A8150:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.15+1=53(四舍五入)钢筋长度=74.625+2*6.25*0.008弯钩+搭接8*1.2*25*0.008=76.645 钢筋重量=53*76.645*0.3935856钢筋比重=1598.81811598.818下部钢筋：L8150:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.15+1=53(四舍五入)钢筋长度=74.625+搭接8*1.2*31
4、*0.008=77.006 钢筋重量=53*77.006*0.3935856钢筋比重=1606.34811606.348下部钢筋：A8150:长CD 范围 钢筋根数=(74.625-支座(0.15+0)-0.1)/0.15+1=497(四舍五入)钢筋长度=8.075+2*6.25*0.008弯钩=8.175 钢筋重量=497*8.175*0.3935856钢筋比重=1599.12911599.129下部钢筋：A8150:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.15+1=53(四舍五入)钢筋长度=74.625+2*6.25*0.008弯钩+搭接8*1.2*25
5、*0.008=76.645 钢筋重量=53*76.645*0.3935856钢筋比重=1598.81811598.818下部钢筋：A8150:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.15+1=53(四舍五入)钢筋长度=74.625+2*6.25*0.008弯钩+搭接8*1.2*25*0.008=76.645 钢筋重量=53*76.645*0.3935856钢筋比重=1598.81811598.818下部钢筋：A8150:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.15+1=53(四舍五入)钢筋长度=74.625+2*6.25*
6、0.008弯钩+搭接8*1.2*25*0.008=76.645 钢筋重量=53*76.645*0.3935856钢筋比重=1598.81811598.818下部钢筋：L10160:长 范围CD 钢筋根数=(8.075-支座(0.175+0)-0.1)/0.16+1=50(四舍五入)钢钢筋筋工工程程量量计计算算书书工工程程名名称称：厂厂房房算算量量 钢筋长度=74.625+搭接8*1.2*31*0.01=77.601 钢筋重量=50*77.601*0.61654钢筋比重=2392.20612392.206支座负筋：L10110-4964 范围CD 钢筋根数=(8.075-(0.175+0.15)
7、支座)-0.1)/0.11+1=71(四舍五入)钢筋长度=4.964标注长+2*(0.13-0.015)=5.194 钢筋重量=71*5.194*0.61654钢筋比重=227.3641227.364支座负筋：A8200-1794 范围 钢筋根数=(74.625-0.15支座-0.1/2)/0.2=372(四舍五入)钢筋长度=1.794标注长+2*(0.13-0.015)=2.024 钢筋重量=372*2.024*0.3935856钢筋比重=296.3421296.342 负筋之分布筋(A6.5250)=(1.794负筋长-0.35支座宽/2)/0.25=6(四舍五入)分布筋长=74.625-
8、0.15支座-4.965重叠+150/1000=69.66 分布筋重=6*69.66*0.2604881钢筋比重=108.8741108.874板支撑钢筋:A61000*1000 马凳筋筋长=2*(0.13板厚-0.02)+2*0.2+0.2=0.82 马凳筋数=1.619*(69.51+0/2)/间距=116.585/(1*1)=117 马凳筋重=117*0.82*0.2219544钢筋比重=21.294121.294支座负筋：L8180-550 范围CC 钢筋根数=74.625/0.18=415(四舍五入)钢筋长度=0.55标注长+2*(0.13-0.015)=0.78 钢筋重量=415*
9、0.78*0.3935856钢筋比重=127.4041127.404 负筋之分布筋(A6.5250)=(0.55负筋长-0.35支座宽/2)/0.25=2(四舍五入)分布筋长=74.625-4.965重叠+150/1000=69.81 分布筋重=2*69.81*0.2604881钢筋比重=36.369136.369板支撑钢筋:A61000*1000 马凳筋筋长=2*(0.13板厚-0.02)+2*0.2+0.2=0.82 马凳筋数=0.375*(69.66+0/2)/间距=27.053/(1*1)=27 马凳筋重=27*0.82*0.2219544钢筋比重=4.91414.914板圆钢筋d=10-合计13259.2705板带肋钢筋-合计4353.3218
