4钢筋计算表15页-secret.doc

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)/0.15+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)1014(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+1m134.16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+143.36m505.128346.761+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+6.25*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+199.262+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(7.2-0.28*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)/0.2-1m130.90243DKL420(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*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+189.6m307. 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+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钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第5页共15页B12(3.6*4-0.33*2-0.45*3+8*37*0.012)*4m63.768A8(0.25+0.5)*2-8*0.025+27.8*0.008*( 1.5*0.5-0.05)/0.1+1*8+( 3.6*4-0.33*2-0.45*3-1.5*0.5*8)/0.2-4m121.66085DKL2框架部分C20(3.6*4-0.33*2+2*37*0.020+2*1.2*37*0.020)*2m36.62C18(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)*2m33.3408B12(3.6*4-0.33*2-0.45*3+8*37*0.012)*4m63.768A8(0.25+0.5)*2-8*0.025+27.8*0.008*( 1.5*0.5-0.05)/0.1+1*8+( 3.6*4-0.33*2-0.45*3-1.5*0.5*8)/0.2-4m121.66086DKL3框架部分C20(3.6-0.33*2-0.225+2*37*0.020+2*1.2*37*0.02)*2m9.05C18(3.6-0.33-0.225+2*37*0.018)*2m8.754B12(3.6-0.33-0.225+2*37*0.012)*4m15.732A8(0.25+0.5)*2-8*0.025+27.8*0.008*( 1.5*0.5-0.05)/0.1+1*2+( 3.6-0.33-0.225-1.5*0.5*2)/0.2-1m17.19127DKL4框架部分C20(5.2*2+2.04-0.33*2+2*37*0.020)*2*2m64.88C18(5.2*2+2.04+1.5*2-0.025*2+15*0.018*2)*2*2+(1.5-0.025-0.45+(5.2-0.33*2)+15*0.018)*2*2m78.55B16(1.5-0.125-0.025+37*0.016)*2*2m7.768B14(5.2*2+2.04+1.5*2+8*37*0.014+15*0.014)*4*2m158.352A8(0.25+0.5)*2-8*0.025+27.8*0.008+(0.25+0.4)*2-8*0.025+27.8*0.008*( 1.5*0.5-0.05)/0.1+1*6+( 5.2*2+2.04-0.33*2-0.45*2-1.5*0.5*6/0.2-3+ ( 1.5-0.1-0.025-0.05)/0.1+1*2)m315.76888DKL4框架部分C20(5.2*2+2.04+1.7*2-0.025*2+15*0.02*2)*2*3+（3.6-0.33*2+2*37*0.02）*2*2*3m151.38C18(1.7-0.025+0.45+（5.2-0.03*2）/3+15*0.018)*2*2*3m46.9B16(1.7-0.025-0.225+37*0.016)*2*2*3+（2.04+2*37*0.016）*2*3m43.834B14(5.2*2+2.04+1.7*2-0.025*2+8*37*0.014+15*0.014)*4*3m241.728A8(0.25+0.5)*2-8*0.025+27.8*0.008+(0.25+0.4)*2-8*0.025+27.8*0.008*( 1.5*0.5-0.05)/0.1+1*6+( 5.2*2+2.04-0.33*2-0.45*2-1.5*0.5*6/0.2-3+ ( 1.7-0.1-0.025-0.05)/0.1+1*2)m163.518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6页共 15页框架部分地梁钢筋合计1C20151.38+64.88+9.05m261.932C18 38.936+16.554+9.564+68.7768+33.3408+8.754+78.55+46.9m301.3663C1633.4896+16.258+9.268+7.768+43.848m110.64964B14158.352+241.728m400.085B1263.768*2+15.732m143.2686A890.4576+46.4512+25.6704+121.6608*2+17.1912+315.7688+163.518m902.3788六框架梁钢筋1L1aC18(3.6-0.28*2+37*0.018*2)*2*2m17.488C16(3.6-0.28*2+37*0.016*2)*2*2m16.896A8(0.2+0.5)*2-8*0.025+27.8*0.008* (3.6+0.12*2-0.025*2)/0.2+1m56.753762WKL1C25 (3.6-0.33*2+37*0.025*2)*4*2m38.32C22(3.6-0.33*2+37*0.022*2)*2*2m18.272B12 (3.6-0.33*2+37*0.012*2)*4*2m30.624A8(0.3+0.6)*2-8*0.025+27.8*0.008* (1.5*0.6-0.05)/0.1+1*2+ (3.6-0.33*2-1.5*0.6*2)/0.15-1m98.40963WKL2C25(3.6-0.33*2+37*0.025*2)*6*2m57.48C22(3.6-0.33*2+37*0.022*2)*2*2m18.272B12(3.6-0.33*2+37*0.012*2)*4*2m30.6248(0.3+0.6)*2-8*0.025+27.8*0.008* (1.5*0.6-0.05)/0.1+1*2+ (3.6-0.33*2-1.5*0.6*2)/0.15-1m98.40964WKL3C22(3.6*3-0.4*3+37*0.022*2)*2*2m54.768C20(3.6*3-0.4*3-0.025*2+37*0.02*2+1.2*37*0.02)*2*2m40.136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7页共15 页C16(1.7-0.2-0.025-0.33*2+1.2*37*0.016) +(1.7-0.2-0.025+37*0.016)*2*2*2m33.1232B12(3.6*3+1.7*2-0.025*2+1.2*37*0.012*2+15*0.015*2)*4*2m124.6048/A8 (0.3+0.6)*2-8*0.025+27.8*0.008+(0.3+0.5)*2-8*0.025+27.8*0.008*(1.5*0.6-0.05)/0.1+1*6+ (3.6*3-0.4*2-1.5*0.6*6)/0.2-3+(1.5*0.5-0.05)/0.1+1m390.43845KL1C25(3.6*4-0.28*2+37*0.025*2+1.2*37*0.025*2)*4*2+（3.6/3*2+0.4）*6*2+(3.6*4-0.28*2+37*0.025*8)*2*4m350.832C14(3.6*4-0.28*2+37*0.014*2+1.2*37*0.014)*4*2m123.9808A8(0.35+0.6)*2-8*0.025+27.8*0.008+(0.35-0.025*2-0.025)/3+0.025+(0.6-0.025*2)*2+27.8*0.008* (3.6*4-0.28*2-0.4*3-0.05*8/0.1 -4*2m883.4466KL2C25(3.6-0.28-0.2+31*0.022*2) *4m17.936C20(3.6-0.28-0.2+31*0.02*2) *4m17.44B12(3.6-0.28-0.2+31*0.012*2) *4m15.456A8(0.35+0.6)*2-8*0.025+27.8*0.008+(0.35-0.025*2-0.025)/3+0.022+(0.6-0.025*2)*2+27.8*0.008*(3.6-0.28-0.2-0.05*2/0.1 -1*2m111.18087KL3C22(3.6-0.2-0.28+37*0.022*2) *4m15.736C20(3.6-0.2-0.28+(1.38-0.025)+(0.15-0.025)+31*0.022*2+15*0.02) *4m25.043C14 (1.38*2/3+0.4+1.38-0.025+0.4-0.025*4+0.2-0.025)*m12.6B14(3.6-0.2-0.28+37*0.014*2) *4m16.6248(0.35+0.6)*2-8*0.025+27.8*0.008+(0.35-0.025*2-0.025)/3+0.02+(0.6-0.025*2)*2+27.8*0.008*(3.6-0.28-0.2-0.05*2/0.1+1+(0.35-0.025*2+2*0.008+1.9*0.008*2+10*0.008*2)*(1.38-0.025-0.05)/0.1+1)*2+(3.6-0.2-0.28-0.05*2)/0.2+1+(1.8224+1.5224)/2+(1.4491+1.1657)/2*(1.38-0.025-0.05)/0.1+10.35-0.025*2+2*0.008+11.9*0.008*2m168.4458KL4C22(3.6*4-0.2-0.28*2+37*0.022*2+12*37*0.022) *4m65.7792C20(3.6*4-0.2-0.28+(1.38-0.025)+(0.15-0.025)+37*0.022*2+15*0.02) *4m85.6830C14(1.38*2/3+0.4+1.38-0.025+(0.4-0.025*2)*4+0.2-0.025)*4m14.2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8页共 15页B14(3.6*4-0.28*2+37*0.014*2+1.2*37*0.014) *4m63.412A8(0.35+0.6)*2-8*0.025+27.8*0.008+(0.35-0.025*2-0.025)/3+0.02+(0.6-0.025*2)*2+27.8*0.008*(3.6-0.28-0.2-0.05*2/0.1+1+(0.35-0.025*2+2*0.008+1.9*0.008*2+10*0.008*2)*(1.38-0.025-0.05)/0.1+1)*2+(3.6-0.2-0.28-0.05*2)/0.2+1+(1.8224+1.5224)/2+(1.4491+1.1657)/2*(1.38-0.025-0.05)/0.1+10.35-0.025*2+2*0.008+11.9*0.008*2m524.14239L1B14(1.7-0.12-0.025+37*0.014+15*0.014) *4*21m191.772A6(0.15+0.4)*2-8*0.025+27.8*0.006+(1.7-0.12-0.2-0.05*2)/0.2+1m179.222410BKL1C20(7.2-0.45+37*0.02*2) *4*2m69.96B14(7.2-0.45+37*0.014*2) *4m31.144A8(7.2-0.45*2-0.05*4)/0.1+2*3.4723+0.35-0.025*2+(1.9*0.008+10*0.008*2)*2*7.2-0.45*2-0.05*4/0.2+2m250.630911BKL2C20(5.2-0.45+37*0.02*2) *8*2m99.68B14(5.2-0.45+37*0.014*2) *4*2m46.288A8(5.2-0.45*2-0.05*2)/0.1+2*3.4723*2+(5.2-0.4-0.05*2)/0.2+1*0.35-0.025*2 +(1.9*0.008+10*0.008*2)*2*2m377.927712KL5C25(5.2+2.04-0.45+37*0.025*4) *4*2+(15*0.025+1.7+0.15)*4*2m97.1C22(5.2+2.04-0.45+37*0.025*2) *4*2m67.344C141.7*2/3+0.45+1.7*(0.4-0.025*2)*2+10*0.014*4*2m23.3067B14(5.2+2.04-0.45*3+37*0.014*2) *4*2m59.008A8(5.2+2.04-0.45*2-0.05*4/0.1+2*3.0668*2+(1.7-0.05*2)/0.1+1*3.1115*2+(5.2+2.04-0.45-0.05*2)/0.2+2*0.4-0.025*2 +(1.9*0.008+10*0.008*2)*2*2+m370.651513KL6C26(1.7+5.2*2+2.04-0.025*2+2*37*0.026*2+37*0.026*2)*4*2m160.1824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9页共15 页C25(1.7+5.2*2+2.04-0.45*4-0.025*2+9*37*0.026)*6*2m271.776B14(1.7+5.2*2+2.04-0.025*2+2*37*0.014*2+37*0.014*2)*4*2m144.5536A8(1.7+5.2*2+2.04-0.025*2-0.45*4-0.05*10)/0.1+5*3.6128*2m1805.677414XTL1C20(1.7-0.12+37*0.02+15*0.02-0.025)*4*2m20.76C14(1.7-0.12+37*0.014+15*0.014-0.025)*4*2m18.264A8(1.7-0.05*2-0.025)/0.1+5*2.8315*2m94.8553框架梁钢筋合计1C26160.1824m160.18242C2538.32+57.48+350.832+ 80.32+271.776m777.1883C2218.272*2+54.768+17.936+15.736+65.7792+ 67.344m257.74724C2046.136+17.44+25.043+86.683+69.96+99.68+20.76m365.7025C1817.488m17.4886C1616.896+33.1232m50.10927C1418.264+23.3076+191.772+14.2+12.6+m260.14278B14123.9808+16.624+63.412+31.144+46.288+59.008+144.5536m485.01049B1230.624*2+124.6048+15.456m201.308810A856.75376+98.4096*2+390.4384+883.446+111.1808+168.445+524.1423+250.6309+377.9277+370.6515+1805.6774+94.8553m4507.395311A6179.2224m179.2224七柱筋1KZ1 (H3.3)B22（58.536+52.464+43.902+13.116）*2m226B20（57.6+51.888+ 28.8+26.136）*2m220B18（103.776+28.322+25.944）*2m213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10页共15 页A8(1.5824+1.1797+1.1837)*57+232.8022m6832KZ2 (H3.3)B2248.4968+13.1296+80.828+65.648+78.7776m619B2061.984+50.944+77.48+191.04+152.832m1192A81264.586+980.5123+398.6195m27553GZ1a(砌体加筋) (H19.85)A61325.52+388.92+777.84+388.92+994.14+12056.52+2744.28m18676.144GZ1(H19.8)B12(2.8-0.04+12*0.12+3.3*6-0.03+0.2+6.25*0.012)*14*49m4498.004A60.8868*171*49m7430.4975GZ1a( H19.8)B14(2.8-0.04+12*0.012+3.6*6-0.03+0.2+6.25*0.014)*4*10m1336.96A60.8868*171*10m1516.4286GZ2(H119.8)B14(2.8-0.04+12*0.012+3.6*6-0.03+0.2+6.25*0.014)*6*10m2005.44A61.3668*171*2m467.44567GZ3(H19.8)B12(2.8-0.04+12*0.012+3.3*6+0.03+0.2+6.25*0.012)*2*22m1009.316A60.3048*171*22m1146.6578GAZ (H3.3)B14（2.8-0.04+12*0.04+3.2/3）*16+（3.2-3.2/3+1.2*35*0.014+35*0.014）*16m115.296A10（6-0.05*2）/0.1+1）*（0.65*2-8*0.03+27.8*0.01+（0.25-0.03-0.02+0.08）*0.2+27.8*0.01）m130.56柱钢筋合计1A618676.14+7430.4972+1516.428+467.4456+1146.6576m29237.172A10130.56m130.563A8683+2755m3438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11页共 15页4B121009.316+4498.004m5507.325B14115.296+2005.44+1336.96m3457.6966B18（28.322+25.944）*2m2137B201192+220m14128B22619+226m845八板筋（一）框架部分1底筋B1219.29*46+8.034*124m1883.556L8157.75+1238.28+263.36+33.76m1693.152面筋B1221.235*37+8.034*93m1532.857L8（3.6*2-0.18*2+30*0.008*2+6.25*0.008*2）*5*2