钢筋合计2

钢筋合计2 基础钢筋重量合计:348.55+1029.43=1377.98kg 柱钢筋重量合计:315.06+4147.82+2872.52=7335.4kg 地梁钢筋工程量合计: B16: 217.2m+240.6+125.9m+91.63m+18.33m+18.33m+52.77m+11.7m=650.56m×16× 16×0.00617=1027.57kg G4A10: 127.2m +63.6m +147.2m+147.2m+147.2m=632.4m×10×10× 0.00617=390.19kg A8@100: 454.24m+681.36m+227.12m+542.75m+542.75m+542.75m+542.75m=3533.72m ×8×8×0.00617=1395.40kg B18:=61.65m +83.4m+157.7m+49.75m+82.65m+11.7m=446.85m×18×18× 0.00617=893.29kg B22:25.8m+48.5m+62.2m+ 34.4m+35.1m=206m×22×22×0.00617=615.17kg B12:3.92m+19.6m+3.92m+11.75m=39.19m×12×12×0.00617=34.82kg B20:130.8m+27.8m+45.45m=204.05m ×20×20×0.00617=503.60kg B14: 38.1m ×14×14×0.00617 =46.08kg A8@200:198.59m×8×8×0.00617=78.42kg B25: 23.4m×25×25×0.00617 =90.24kg 合计:90.24kg+78.42kg +46.08kg +503.60kg +34.82kg+ 615.17kg+893.29kg +1395.40kg +390.19kg +1027.57kg =4894.3kg 一层梁钢筋工程量合计: B16: 184.2m+351.75m+15.53m+32.4m+18.33m+18.33m+52.77m+58.5m+ 8m=739.81m ×16×16×0.00617=1168.54kg A8@100: 227.12m+681.36m +227.12m+542.75m+542.75m+542.75m+542.75m=3306.6m×8 ×8×0.00617=1305.71kg B18: 61.65m+52.35m +34.62m+157.7m+49.75m +82.65m+8m=446.72m× 18×18×0.00617=893.03kg B22: 21.95m+34.4m+48.5m+62.2m+ 34.4m+ 11.7m=213.15m×22×22× 0.00617 =636.53kg B12 : 9.8m +7.83m +19.6m+4.9m+9.6m+7.4m=59.13m×12×12×0.00617 =52.54kg B20: 91m+130.8m +27.8m+11.7m+8m=269.3m×20×20× 0.00617=664.63kg G4A10: 147.2m +147.2m=294.4m×10×10×0.00617=181.64kg B14: 43.54m+8m=51.54m×14×14×0.00617=63.33kg B25: 35.1m +87.75m+17.55m=140.7m×25×25×0.00617=542.57kg A8@200: 6.72m+191.8m+15.07m +10.96m+44.45m+38.36m+26.03m=333.39m×8×8×0.00617=131.65kg 合计:131.65kg+ 542.57kg +63.33kg+181.64kg+664.63kg +52.54kg +636.53kg+ 893.03kg + 1305.71kg+1168.54kg= 5640.23kg 二层梁钢筋工程量合计: B22:37.3m+4.75m+68.4m+3.1m=113.55m×22×22×0.00617=339.09kg B20:55.95m +93.6m+7.13m+42.53m+170m+120.06m+46.65m+46.65m=575.44m×20×20×0.00617=1420.19kg A8@200: 38.36m+178.12m+13.7m+13.7m+52.06m+13.7m=309.64m×8×8× 0.00617= 122.27kg B16: 46.8m+32.24m+22.15m+3.72m+3.72m+101.05m+73.3m+41.8m+46.14m+49.35m=420.27m×16×16×0.00617=663.82kg B14: 4.75m+4.75m+73.6m+73.6m+31.1m+31.1m+31.8m+31.8m+13.7m+27.4m+13.7m=337.3m×14×14×0.00617=407.90kg B25:7.13m+7.13m=14.26m×25×25×0.00617=54.99kg B12:4.75m×12×12×0.00617=4.22kg B18: 9.3m+43.5m+31.1m+31.8m+42.5m=158.2m×18×18×0.00617=316.25kg A8@100:576.03m+576.03m+251.54m+251.54m+240.72m+240.72m+ 97.35m+194.7m +97.35m=2525.98m×8×8×0.00617=997.46 kg 合计: 339.09kg+1420.19kg+122.27kg+663.82kg+407.90kg+54.99kg+4.22kg+316.25kg+997.46 kg =4326.19kg 一层板钢筋工程量合计: A8@150 2520m+672m+1609.5m+96.39m+888m+114.4m+536.5m+28.75m+2682.6m+736m+570m+192m+2682.5m+149.5m+212.4m+16.9m+536.5m+150.8m+510.3m+119m+570m+175m+536.5m+29.9m=15824.64m×8×8×0.00617=6248.83kg A8@100: 1638m+319.8m+42.5m+546m+156.4m+109.2m+57.8m+57.8m=2945.5m×8×8× 0.00617=1163.12kg A10@100: 110.76m×10×10×0.00617=68.34kg 合计:6248.83kg+68.34kg +1163.12kg =7480.29kg 二层板钢筋工程量合计: A8@150: 192.1m+136.3m+504m+134.4m+216m+75.6m+536.5m+29.9m+536.5m+29.9m+536.5m+150.8m+570m+67.6m+536.5m+10.4m+536.5m+29.9m +504m+134.4m=5476.8m×8×8×0.00617=2162.68kg A8@100: 52.7m+91.79m=144.49m×8×8×0.00617=57.06kg A10@100: 110.76m+110.76m+115.91m+331.96m+324.24m=993.63m×10×10× 0.00617= 613.07kg A10@180: 32.87m+67.47m=100.34m×10×10×0.00617=61.91kg A10@150: 74.55m+74.55m+39.79m+74.55m=263.44m×10×10× 0.00617=162.54kg 合计:2162.68kg+57.06kg +613.07kg+61.91kg+162.54kg=3057.26kg 总合计: 3057.26kg+7480.29kg+4326.19kg+5640.23kg+4894.3kg+7335.4kg+1377.98kg=34111.65kg=34.12t