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.bmp24.bmp27.bmp32.bmp35.bmp38.bmp43.bmp46.bmp49.bmp54.bmp58.bmp61.bmp64.bmp69.bmp72.bmp75.bmp80.bmp83.bmp86.bmp计计算算表表达达式式件件重重量量kgkg构件名称：B1降50 构件位置：B1降50_No1:BC板名称：B1降50:No1,板厚：130mm,标高：20.65 米。1下部钢筋：A8150:长 范围BC 钢筋根数=(8.363-支座(0.175+0.175)
2、-0.1)/0.15+1=54(四舍五入)钢筋长度=8.068+2*6.25*0.008弯钩=8.168 钢筋重量=54*8.168*0.3935856钢筋比重=173.61173.6下部钢筋：L8150:长BC 范围 钢筋根数=(8.062-支座(0.15+0.15)-0.1)/0.15+1=52(四舍五入)钢筋长度=8.343=8.343 钢筋重量=52*8.343*0.3935856钢筋比重=170.7521170.752下部钢筋：A8150:长 范围BC 钢筋根数=(8.363-支座(0.175+0.175)-0.1)/0.15+1=54(四舍五入)钢筋长度=8.055+2*6.25*
3、0.008弯钩=8.155 钢筋重量=54*8.155*0.3935856钢筋比重=173.3231173.323支座负筋：L10140-1200 范围 钢筋根数=(8.075-(0.15+0.15)支座)-0.1)/0.14+1=56(四舍五入)钢筋长度=1.2标注长+2*(0.13-0.015)=1.43 钢筋重量=56*1.43*0.61654钢筋比重=49.373149.373 负筋之分布筋(A6.5250)=(1.2负筋长-0.35支座宽/2)/0.25=4(四舍五入)分布筋长=8.075-0.15支座-0.15支座-0.35重叠+150/1000-2.953重叠+150/1000=
4、4.772 分布筋重=4*4.772*0.2604881钢筋比重=4.97214.972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=1.025*(4.472+0.35/2+0.35/2)/间距=6.277/(1*1)=6 马凳筋重=6*0.82*0.2219544钢筋比重=1.09211.092支座负筋：L10160-1200 范围 钢筋根数=(8.05-(0.15+0.15)支座)-0.1)/0.16+1=49(四舍五入)钢筋长度=1.2标注长+2*(0.13-0.015)=1.43 钢筋重量=49*1.43*0.6
5、1654钢筋比重=43.201143.201 负筋之分布筋(A6.5250)=(1.2负筋长-0.35支座宽/2)/0.25=4(四舍五入)分布筋长=8.05-0.15支座-0.15支座-2.953重叠+150/1000-0.35重叠+150/1000=4.747 分布筋重=4*4.747*0.2604881钢筋比重=4.94614.946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=1.025*(4.447+2.953/2+2.953/2)/间距=6.251/(1*1)=6 马凳筋重=6*0.82*0.2219544钢
6、筋比重=1.09211.092支座负筋：L10110-1400 范围CB 钢筋根数=(8.4-(0.175+0.175)支座)-0.1)/0.11+1=73(四舍五入)钢筋长度=1.4标注长+2*(0.13-0.015)=1.63 钢筋重量=73*1.63*0.61654钢筋比重=73.362173.362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 负筋之分布筋(A6.5250)=(1.4负筋长-0.3支座宽/2)/0.25=5(四舍五入)分布筋长=8.4-0.175支座-0.175支座-1.025重叠+150/1000-1.025重叠+150/1000=6.3 分布筋
7、重=5*6.3*0.2604881钢筋比重=8.20518.205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=1.25*(6+1.025/2+1.025/2)/间距=8.781/(1*1)=9 马凳筋重=9*0.82*0.2219544钢筋比重=1.63811.638支座负筋：L10110-3103 范围CB 钢筋根数=(8.4-(0.175+0.175)支座)-0.1)/0.11+1=73(四舍五入)钢筋长度=3.103标注长+2*(0.13-0.015)=3.333 钢筋重量=73*3.333*0.61654钢筋比
8、重=150.011150.01支座负筋：A8200-900 范围 钢筋根数=(8.075-(0.15+0.15)支座)-0.1)/0.2+1=39(四舍五入)钢筋长度=0.9标注长+2*(0.13-0.015)=1.13 钢筋重量=39*1.13*0.3935856钢筋比重=17.345117.345 负筋之分布筋(A6.5250)=(0.9负筋长-0.35支座宽/2)/0.25=3(四舍五入)分布筋长=8.075-0.15支座-0.15支座-0.35重叠+150/1000-2.953重叠+150/1000=4.772 分布筋重=3*4.772*0.2604881钢筋比重=3.72913.72
9、9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=0.725*(4.472+0.35/2+0.35/2)/间距=4.44/(1*1)=4 马凳筋重=4*0.82*0.2219544钢筋比重=0.72810.728支座负筋：A8200-500 范围BC 钢筋根数=8.325/0.2=42(四舍五入)钢筋长度=0.5标注长+2*(0.13-0.015)=0.73 钢筋重量=42*0.73*0.3935856钢筋比重=12.067112.067 负筋之分布筋(A6.5250)=(0.5负筋长-0.3支座宽/2)/0.25=1(四
10、舍五入)分布筋长=8.325-1.025重叠+150/1000-1.025重叠+150/1000=6.575 分布筋重=6.575*0.2604881钢筋比重=1.71311.713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=0.35*(6.275+1.025/2+1.025/2)/间距=2.555/(1*1)=3 马凳筋重=3*0.82*0.2219544钢筋比重=0.54610.546支座负筋：A8200-1400 范围BC 钢筋根数=(8.325-(0.175+0.175)支座)-0.1)/0.2+1=40(四舍
11、五入)钢筋长度=1.4标注长+2*(0.13-0.015)=1.63 钢筋重量=40*1.63*0.3935856钢筋比重=25.662125.662 负筋之分布筋(A6.5250)=(1.4负筋长-0.3支座宽/2)/0.25=5(四舍五入)分布筋长=8.325-0.175支座-0.175支座-1.025重叠+150/1000-1.025重叠+150/1000=6.225 分布筋重=5*6.225*0.2604881钢筋比重=8.10818.108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=1.25*(5.925+1.025/2+1.025/2)/间距=8.688/(1*1)=9 马凳筋重=9*0.82*0.2219544钢筋比重=1.63811.638板圆钢筋d=10-合计440.404板带肋钢筋-合计486.698
