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1、钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第1页共15页序号名 称计 算 式 及 说 明单位数量计算说明：1钢筋长度=单根构件钢筋长度（按各种构件钢筋长度计算规则计算）*单根构件钢筋根数*构件根数2钢筋工程量=相同规格钢筋总长度*该钢筋理论重量一砼独立基础1DJ114200（1.5-0.08）*(1.5-0.08)/0.2+1*2*6m136.322DJ214150（1.9-0.08）*(1.9-0.08)/0.15+1*2m29.1212150（1.2-0.08）*(1.2-0.08)/0.15+1*2m29.123DJ316150（2.4-0.08）*(2.4-0.08)/0.
2、15+1*2*2m148.484DJ414100（2.7-0.08）*(2.7-0.08)/0.1+1*2*6m848.885DJ516150（2.3-0.08）*(4.3-0.08)/0.15+1*3m193.1414100（4.3-0.08）*(2.3-0.08)/0.1+1*3m291.18(3)1014(4.3-0.08)*10*3m126.6(4)10200（2.3 -0.08）*(4.3 -0.08)/0.2+1*3m146.526DJ616100（2-0.08）*(4-0.08)/0.15+1m51.8414100（4-0.08）*(2-0.08)/0.15+1m78.4(3)1
3、014(4.3-0.08)*10m39.2(4)10200（2 -0.08）*(4 -0.08)/0.2+1m40.32钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第2页共15页7DJ716100（2-0.08）*(4-0.08)/0.15+1m374.488DJ816100（3.2-0.08）*(4.3-0.08)/0.1+1m134.1616100（4.3-0.08）*(3.2-0.08)/0.15+1m135.04(3)12100（4.3-0.08）*(3.2-0.08)/0.1+1m135.04(4)12100（3.2-0.08）*(4.3-0.08)/0.1+1m134.1
4、6砼独立基础钢筋合计1B16148.48+193.14+51.84+51.84+134.16+135.04m1041.142B1478.4+291.18+848.88+29.12+136.32m1549.73B12134.16+135.04+29.12m298.324A1040.32+39.2+146.52+126.6m186.84二条形基础1J110126.48+134.64+35.7+110.16+363.12+363.12m1133.22879.634+83.2+16.55+68.3+231.983+231.938m711.652J2m12346.761+53.76+31.36+143.
5、36m505.128346.761+52.98+30.72+122.30m552.763J31242.7+722.443+207.4m972.543837.62+649.74+189.6m876.964J412(1.4-0.08)*(7.2+0.55*2-0.08)/0.15m72.68(7.2+0.55*2+6.25*0.008*2-0.08)*(1.4-0.08)/0.2m58.24钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第3页共15页5J512(1.5-0.08)*(5.2+1.58+0.6+0.55)/0.15*2m147.688(5.2+1.58+0.6+0.55+6.
6、25*0.008*2-0.08)*(1.5-0.08)/0.2m111.3条形基础钢筋合计1B12505.12+972.543+72.6+147.68m1697.9432B101133.22m1133.223A8711.65+552.76+876.96+58.24+111.3m2314.91三基础圈梁1266.59+62.016+15.168+56.384+387.824+16.608+200.536+34.456+16.608+99.648+346.208+87.84+30.048+51.648m1401.742663.95+129.752+14.83+55.608+15.756+199.2
7、62+33.36+16.68+98.24+405.938+92.68+32.438+118.63m1990.76基础圈梁钢筋合计1B1266.59+62.016+15.168+56.384+387.824+16.608+200.536+34.456+16.608+99.648+346.208+87.84+30.048+51.648m1401.7422A663.95+129.752+14.83+55.608+15.756+199.262+33.36+16.68+98.24+405.938+92.68+32.438+118.63m1990.76四砖混部分基础地梁1DL1砖混部分16(7.2-0.2
8、8*2+35*0.016*2)*2*2m31.0418(7.2-0.28*2+35*0.018*2)*2*2m31.068(0.25+0.4)*2-8*0.025+27.8*0.008*( 7.2-0.28*2-0.05*2)/0.2+1m92.5682DKL320(7.2-0.28*2+35*0.02*2)*4*2m58.7312(7.2-0.28*2+(0.4-0.025)*2)*4*2m59.128(0.25+0.6)*2-8*0.025+27.8*0.008* (1.5*0.6-0.05)/0.1+1* ( 7.2-0.28*2-1.5*0.6*2)/0.2-1m130.90243DK
9、L420(7.2-0.28*2+35*0.02*2)*5*2m80.412(7.2-0.28*2+(0.4-0.025)*2)*4*2m59.128(0.25+0.6)*2-8*0.025+27.8*0.008* (1.5*0.6-0.05)/0.1+1* ( 7.2-0.28*2-1.5*0.6*2)/0.2-1m130.9024钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第4页共15页4DKL520(6.3 *2+ 6.06+ 1.09*2-0.025*2 +1.2*35*0.02+35*0.02*2)*5*2+(1.09-0.12)*2+2*35*0.02+2*15*0.02*
10、2m238.1812(6.3 *2+ 6.06+ 1.09*2-0.025*2 +35*0.02*8)*4*2m189.68(0.25+0.6)*2-8*0.025+27.8*0.008* (1.5*0.6-0.05)/0.1+1*8+ ( 6.3*2+6.06+1.09*2-0.4*4-1.5*0.6*8)/0.2-5m223.912砖混基础地梁钢筋合计1B2058.73+80.4+238.18m377.312B18(7.2-0.28*2+35*0.018*2)*2*2m31.063B16(7.2-0.28*2+35*0.016*2)*2*2m31.044B1259.12+59.12+189
11、.6m307. 845A892.568+130.9024+130.9024+223.912m578.2848五框架部分基础地梁钢筋1DL1框架部分C16(3.6*4-0.13*2+37*0.016*2+1.2*37*0.016*2)*2m33.4896C18(3.6*4-0.13*2+8*37*0.018)*2m38.936A8(0.2+0.4)*2-8*0.025+27.8*0.008*( 3.6*4+0.12*2-0.05*2)/0.2+1m90.45762DL2框架部分C16(3.6*20.125-0.13+37*0.016*2)*2m16.258C18(3.6*20.125-0.13+
12、2*37*0.018)*2m16.554A8(0.2+0.4)*2-8*0.025+27.8*0.008*( 3.6*2+0.125+0.12-0.025*2)/0.2+1m46.45123DL3框架部分C16(3.60.125-0.025+37*0.016*2)*2m9.268C18(3.6-0.125-0.25+2*37*0.018)*2m9.564A8(0.2+0.4)*2-8*0.025+27.8*0.008*( 3.6+0.225+0.125-0.025*2)/0.2+1m25.67044DKL1框架部分C18(3.6*4-0.33*2+2*37*0.018+2*1.2*37*0.018)*2+(3.6*4-0.33*2-0.45*3+8*37*0.018)*2m68.7768钢筋
