构件钢筋明细表厂房算量构件名称级别直径钢筋简图计算式根数长度总长KZ1[0.3/1,-0.4/D]2256.bmp6.75/3+1+0.15203.46813.1012257.bmp7.65-6.75/3+0.6663623.122258.bmp7.65-6.75/3+0.6-0.9+0.966363.8532259.bmp85.8947.1222.69622510.bmp55.6728.3521.8491811.bmp33.73411.2021.471812.bmp603.8144228.8641.5011813.bmp1202.5104301.2480.9881814.bmp2402.3504564.0960.925KZ1A[-0.4/10,-0.3/D]22516.bmp6.85/3+1+0.15203.43368.6613.22922517.bmp7.65-6.85/3+0.675.96741.76922.99322518.bmp85.80646.44822.37622519.bmp55.63728.18521.7211820.bmp33.53410.6021.3911821.bmp603.6144216.8641.422工程名称:单重(kg)[1层]构件数量：1合计：1149.6927.65-6.75/3+0.32+0.2-0.037.65-6.75/3+12*0.025-0.03(840+940+840+940+4*2*8+2*6.9*8)/1000(840+940+840+940+4*2*8+2*11.9*8)/1000(163+940+163+940+2*25+4*2*8+2*11.9*8)/1000(183+840+183+840+2*25+4*2*8+2*11.9*8)/1000[1层]构件数量：1合计：1020.8667.65-6.85/3+0.27+0.2-0.037.65-6.85/3+12*0.025-0.03(840+840+840+840+4*2*8+2*6.9*8)/1000(840+840+840+840+4*2*8+2*11.9*8)/10001822.bmp2402.3104554.4960.909KZ2A[1,C]22224.bmp6.45/3+1+0.1543.313.29.84721825.bmp6.45/3+1+0.15123.339.66.59222226.bmp7.65-6.45/3+0.7526.2512.518.6521827.bmp7.65-6.45/3+0.7576.2543.7512.48522228.bmp25.9411.8817.72621829.bmp35.9417.8211.86621830.bmp25.68611.37211.3581831.bmp33.2349.7021.2731832.bmp613.3144202.1781.3041833.bmp612.5294154.2930.9951834.bmp(990+2*8+2*11.9*8)/1000611.196472.980.4711835.bmp611.8544113.1180.731836.bmp(540+2*8+2*11.9*8)/1000610.746445.530.294KZ2[2,D]22238.bmp6.75/3+1+0.1543.413.610.14621839.bmp6.75/3+1+0.15123.440.86.79222240.bmp7.65-6.75/3+0.7526.1512.318.35221841.bmp7.65-6.75/3+0.7576.1543.0512.285(163+840+163+840+2*25+4*2*8+2*11.9*8)/1000[1层]构件数量：1合计：572.1957.65-6.45/3+0.27+0.2-0.037.65-6.45/3+0.27+0.2-0.037.65-6.45/3+12*0.018-0.03(540+990+540+990+4*2*8+2*6.9*8)/1000(540+990+540+990+4*2*8+2*11.9*8)/1000(129.5+990+129.5+990+2*18+4*2*8+2*11.9*8)/1000(242+540+242+540+2*18+4*2*8+2*11.9*8)/1000[1层]构件数量：1合计：563.4421842.bmp7.65-6.75/3+0.75-0.9+0.926.1512.312.28522243.bmp25.7911.581...
