新建综合楼钢筋工程量计算表(2)

第 1 页 综综合合办办公公楼楼钢钢筋筋工工程程量量 编号钢筋部位计算式单根长度根数总长单质总质量67 CT2,5个底板 142.15+0.14*2-2.288*0.014*22.37818.932.86114 上部 142.15+0.86*2-2.288*0.014*23.81830.454.60184 分布 120.75+0.85*22.451434.302.18152 分布 125.695.69634.125.05152 分布 122.15+0.14*2-2.288*0.012*22.381433.252.11148 CT3，8个底板 201.63481.631219.624.03387 分布 120.450.454218.900.40134 CT4，4个底板 14(2.15*0.15*2-2.288*0.014*2)*22.322251.122.81247 上部 14(2.15+0.85*2-2.288*0.014*2)*27.5722166.589.16806 分布 122.15*4-39*0.0148.05432.227.16114 CT5，2个底板 163.19+0.15*2+2.228*0.016*23.562381.915.63259 上部 142.15+0.15*2-2.288*0.016*22.383378.432.87190 CT6，1个底板 183.15+0.15*2+2.228*0.018*23.532381.197.06162 上部 162.15+0.15*2-2.288*0.016*22.383378.433.75124 CT8，1个底板 183.55+0.15*2+2.228*0.018*23.9333129.6977.86259 上层 163.15+0.15*2-2.288*0.016*23.3837124.9415.33197 上部 123.55+0.85*25.2522115.5004.66103 上部 123.17+0.85*24.8725121.7504.33108 分布 12(3.17+3.55)*2+39*0.01213.91683.44812.3674 内梁纵筋 25 3.52+15*0.025*2-2.228*0.025*24.161458.2216.04225 编号钢筋部位计算式单根长度根数总长单质总质量 第 2 页 内梁箍筋1 12 2*0.8+0.7*2-8*0.04+28.272*0.0123.022163.402.6856 内梁箍筋2 12 2*0.71+0.26*2+28.272*0.0122.282147.862.0343 拉筋 120.7-0.08+0.163*20.9587.570.847 CT10，2个底板 224.95+0.15*2-2.228*0.022*25.1533170.014.58302 上层 143.19+0.15*2-2.288*0.016*23.4261208.424.13504 上部 124.95+0.85*26.6522146.305.91260 上部 123.19+0.85*24.8934166.264.34295 分布 12(3.16+4.935)*2+39*0.01216.66699.9514.80178 内梁纵筋 25 3.52+15*0.025*2-2.228*0.025*24.161458.2216.04449 内梁箍筋1 12 2*0.8+0.7*2-8*0.04+28.272*0.0123.022163.402.68113 内梁箍筋2 12 2*0.71+0.26*2+28.272*0.0122.282147.862.0385 拉筋 120.7-0.08+0.163*20.953230.270.8454 CT11，1个底板 254.95+0.15*2-2.228*0.025*25.1433169.5719.82654 上层 143.19+0.15*2-2.288*0.016*23.4261208.425.40329 上部 124.95+0.85*26.6522146.305.91130 上部 123.19+0.85*24.8934166.264.34148 分布 12(3.16+4.935)*2+39*0.01216.66699.9514.8089 内梁纵筋 253.52+15*0.025*2-2.228*0.025*24.161458.2216.04225 内梁箍筋1 12 2*0.8+0.7*2-8*0.04+28.272*0.0123.022163.402.6856 内梁箍筋2 12 2*0.71+0.26*2+28.272*0.0122.282147.862.0343 拉筋 120.7-0.08+0.163*20.953230.270.8427 编号钢筋部位计算式单根长度根数总长单质总质量 JL1, 第 3 页 1轴，DB 底部纵筋 258+2.7+0.35*2+15*0.025*2+39*0.025-2.228*0.025*213.01339.0450.19151 上部纵筋 208+2.7+0.35*2+15*0.02*2+39*0.02-2.228*0.02*212.69338.0731.3394 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3664151.211.4693 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6664170.191.64105 拉筋 60.3-0.08+0.163*20.5513674.260.121616 扭筋1 148-0.35*2+39*0.014*2+15*0.014*2-2.228*0.014*28.7516139.9910.58169 扭筋2 142.7-0.35*2+39*0.014*2+15*0.014*2-2.228*0.014*23.451241.404.1750 1/1轴，D C 底部纵筋 258+0.35*2+15*0.025*2+39*0.025-2.228*0.025*210.31330.9439.78119 上部纵筋 208+0.35*2+15*0.02*2+39*0.02-2.228*0.02*29.99329.9724.6674 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3659139.401.4686 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6659156.901.6497 拉筋 60.3-0.08+0.163*20.5513674.260.121616 扭筋1 148+0.35*2+15*0.014*2-2.228*0.014*29.0616144.9210.96175 1/3轴，D C 底部纵筋 258+0.35*2+15*0.025*2+39*0.025-2.228*0.025*210.31330.9439.78119 上部纵筋 208+0.35*2+15*0.02*2+39*0.02-2.228*0.02*29.99329.9724.6674 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3659139.401.4686 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6659156.901.6497 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+15*0.014*2-2.228*0.014*29.0616144.9210.96175 1轴，AB 底部纵筋 258+0.35*2+15*0.025*2+39*0.025-2.228*0.025*210.31330.9439.78119 编号钢筋部位计算式单根长度根数总长单质总质量 上部纵筋 208+0.35*2+15*0.02*2+39*0.02-2.228*0.02*29.99329.9724.6674 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3650118.141.4673 第 4 页 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6650132.961.6482 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148-0.35*2+39*0.014*2+15*0.014*2-2.228*0.014*28.7512105.0010.58127 2轴，AB 底部纵筋 258+0.35*2+15*0.025*2+39*0.025-2.228*0.025*210.31330.9439.78119 上部纵筋 208+0.35*2+15*0.02*2+39*0.02-2.228*0.02*29.99329.9724.6674 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3650118.141.4673 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6650132.961.6482 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148-0.35*2+39*0.014*2+15*0.014*2-2.228*0.014*28.7512105.0010.58127 2轴，CD 底部纵筋 258+0.35*2+15*0.025*2+39*0.025-2.228*0.025*210.31330.9439.78119 上部纵筋 208+0.35*2+15*0.02*2+39*0.02-2.228*0.02*29.99329.9724.6674 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3650118.141.4673 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6650132.961.6482 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148-0.35*2+39*0.014*2+15*0.014*2-2.228*0.014*28.7512105.0010.58127 3轴， CD轴 底部纵筋 258+0.35-1.62+15*0.025*2+39*0.025-2.228*0.025*28.34325.0332.1897 上部纵筋 208+0.35-1.62+15*0.02*2+39*0.02-2.228*0.02*28.02324.0619.8059 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3646108.691.4667 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6646122.331.6475 编号钢筋部位计算式单根长度根数总长单质总质量 拉筋 60.3-0.08+0.163*20.556434.940.1288 扭筋1 148-0.35-1.62*2+39*0.014*2+15*0.014*2-2.228*0.014*25.861270.327.0985 3轴， AB轴 底部纵筋 258+0.35-1.04+15*0.025*2+39*0.025-2.228*0.025*28.92326.7734.42103 第 5 页 上部纵筋 208+0.35-1.04+15*0.02*2+39*0.02-2.228*0.02*28.60325.8021.2364 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3649115.771.4671 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6649130.301.6480 拉筋 60.3-0.08+0.163*20.554826.210.1266 扭筋1 148-0.35-1.62*2+39*0.014*2+15*0.014*2-2.228*0.014*25.861270.327.0985 4轴， AB轴 底部纵筋 258+0.35-1.07+15*0.025*2+39*0.025-2.228*0.025*28.89326.6834.30103 上部纵筋 208+0.35-1.07+15*0.02*2+39*0.02-2.228*0.02*28.57325.7121.1663 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3648113.411.4670 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6648127.641.6479 拉筋 60.3-0.08+0.163*20.554826.210.1266 扭筋1 148-0.35-1.62*2+39*0.014*2+15*0.014*2-2.228*0.014*25.861270.327.0985 4轴， CD轴 底部纵筋 258+0.35-1.23+15*0.025*2+39*0.025-2.228*0.025*28.73326.2033.68101 上部纵筋 208+0.35-1.23+15*0.02*2+39*0.02-2.228*0.02*28.41325.2320.7662 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3648113.411.4670 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6648127.641.6479 拉筋 60.3-0.08+0.163*20.554826.210.1266 扭筋1 148-0.35-1.62*2+39*0.014*2+15*0.014*2-2.228*0.014*25.861270.327.0985 编号钢筋部位计算式单根长度根数总长单质总质量 1/4轴， CD 底部纵筋 258+0.35*2+15*0.025*2+39*0.025-2.228*0.025*210.31330.9439.78119 上部纵筋 208+0.35*2+15*0.02*2+39*0.02-2.228*0.02*29.99329.9724.6674 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3659139.401.4686 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6659156.901.6497 3轴， AB轴 第 6 页 拉筋 60.3-0.08+0.163*20.559250.230.121111 扭筋1 148-0.35-1.62*2+39*0.014*2+15*0.014*2-2.228*0.014*25.861270.327.0985 4轴 ， CD轴 底部纵筋 258+0.35-1.15+15*0.025*2+39*0.025-2.228*0.025*28.81326.4433.99102 上部纵筋 208+0.35-1.15+15*0.02*2+39*0.02-2.228*0.02*28.49325.4720.9663 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3649115.771.4671 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6649130.301.6480 拉筋 60.3-0.08+0.163*20.557641.500.1299 扭筋1 148-0.35-1.15*2+39*0.014*2+15*0.014*2-2.228*0.014*26.801281.608.2299 6轴， CD轴 底部纵筋 258+0.35+2.7+15*0.025*2+39*0.025-2.228*0.025*212.66337.9948.84147 上部纵筋 208+0.35+2.7+15*0.02*2+39*0.02-2.228*0.02*212.34337.0230.4691 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3674174.841.46108 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6674196.791.64121 拉筋 60.3-0.08+0.163*20.5511663.340.1214 扭筋1 148+0.35+2.7+39*0.014*2+15*0.014*2-2.228*0.014*212.5012150.0015.12181 6轴， AB轴 底部纵筋 258+0.35+15*0.025*2+39*0.025-2.228*0.025*29.96329.8938.43115 上部纵筋 208+0.35+15*0.02*2+39*0.02-2.228*0.02*29.64328.9223.8071 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3674174.841.46108 编号钢筋部位计算式单根长度根数总长单质总质量 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6674196.791.64121 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35+39*0.014*2+15*0.014*2-2.228*0.014*29.8012117.6011.85142 D轴， 12轴， 底部纵筋 258+0.35+15*0.025*2+39*0.025-2.228*0.025*110.02330.0638.64116 上部纵筋 208+0.35+15*0.025*2+39*0.025-2.228*0.025*19.64328.9223.8071 第 7 页 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35+39*0.014*2+15*0.014*2-2.228*0.014*29.8012117.6011.85142 D轴， 23轴， 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 D轴， 34轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 编号钢筋部位计算式单根长度根数总长单质总质量 D轴， 45轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 第 8 页 D轴， 45轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 D轴， 56轴 底部纵筋 258+0.35+15*0.025*2+39*0.025-2.228*0.025*110.02330.0638.64116 上部纵筋 208+0.35+15*0.025*2+39*0.025-2.228*0.025*19.64328.9223.8071 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35+39*0.014*2+15*0.014*2-2.228*0.014*29.8012117.6011.85142 A轴， 12轴 底部纵筋 258+0.35+15*0.025*2+39*0.025-2.228*0.025*110.02330.0638.64116 上部纵筋 208+0.35+15*0.025*2+39*0.025-2.228*0.025*19.64328.9223.8071 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 钢筋部位计算式单根长度根数总长单质总质量 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35+39*0.014*2+15*0.014*2-2.228*0.014*29.8012117.6011.85142 A轴， 23轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 第 9 页 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 A轴， 34轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 A轴， 45轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 A轴， 45轴， 轴 底部纵筋 258+0.35*2+(39*0.025)*210.65331.9541.08123 上部纵筋 208+0.35*2+(39*0.02)*210.26330.7825.3376 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35*2+(39*0.014)*29.7912117.5011.84142 A轴， 56轴 底部纵筋 258+0.35+15*0.025*2+39*0.025-2.228*0.025*110.02330.0638.64116 上部纵筋 208+0.35+15*0.025*2+39*0.025-2.228*0.025*19.64328.9223.8071 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3652122.861.4676 第 10 页 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6652138.281.6485 拉筋 60.3-0.08+0.163*20.558043.680.121010 扭筋1 148+0.35+39*0.014*2+15*0.014*2-2.228*0.014*29.8012117.6011.85142 B轴， 12轴 底部纵筋 258+0.35-1.61+15*0.025+39*0.025-2.228*0.025*18.03324.1030.9993 上部纵筋 208+0.35-1.61+15*0.025+39*0.02-2.228*0.027.85323.5519.3858 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148+0.35-1.61+39*0.014+15*0.014-2.228*0.0147.461289.589.03108 B轴， 23轴 底部纵筋 258-1.61*2+39*0.025*26.73320.1925.9678 上部纵筋 208-1.61*2+39*0.02*26.34319.0215.6547 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 编号钢筋部位计算式单根长度根数总长单质总质量 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148-1.61*2+39*0.014*25.871270.467.1085 B轴， 34轴 底部纵筋 258-1.61*2+39*0.025*26.73320.1925.9678 上部纵筋 208-1.61*2+39*0.02*26.34319.0215.6547 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148-1.61*2+39*0.014*25.871270.467.1085 B轴， 45轴 底部纵筋 258-1.61*2+39*0.025*26.73320.1925.9678 第 11 页 上部纵筋 208-1.61*2+39*0.02*26.34319.0215.6547 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148-1.61*2+39*0.014*25.871270.467.1085 B轴， 56轴 底部纵筋 258+0.35-1.61+15*0.025+39*0.025-2.228*0.025*18.03324.1030.9993 上部纵筋 208+0.35-1.61+15*0.025+39*0.02-2.228*0.027.85323.5519.3858 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148+0.35-1.61+39*0.014+15*0.014-2.228*0.0147.461289.589.03108 编号钢筋部位计算式单根长度根数总长单质总质量 C 轴， 12轴 底部纵筋 258+0.35-1.61+15*0.025+39*0.025-2.228*0.025*18.03324.1030.9993 上部纵筋 208+0.35-1.61+15*0.025+39*0.02-2.228*0.027.85323.5519.3858 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148+0.35-1.61+39*0.014+15*0.014-2.228*0.0147.461289.589.03108 C 轴， 23轴 底部纵筋 258-1.61*2+39*0.025*26.73320.1925.9678 上部纵筋 208-1.61*2+39*0.02*26.34319.0215.6547 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 B轴， 45轴 第 12 页 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148-1.61*2+39*0.014*25.871270.467.1085 C轴， 34轴 底部纵筋 258-1.61*2+39*0.025*26.73320.1925.9678 上部纵筋 208-1.61*2+39*0.02*26.34319.0215.6547 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.12888 扭筋1 148-1.61*2+39*0.014*25.871270.467.1085 C轴， 45轴 底部纵筋 258-1.61*2+39*0.025*26.73320.1925.9678 上部纵筋 208-1.61*2+39*0.02*26.34319.0215.6547 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 编号钢筋部位计算式单根长度根数总长单质总质量 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148-1.61*2+39*0.014*25.871270.467.1085 C轴， 56轴 底部纵筋 258+0.35-1.61+15*0.025+39*0.025-2.228*0.025*18.03324.1030.9993 上部纵筋 208+0.35-1.61+15*0.025+39*0.02-2.228*0.027.85323.5519.3858 梁箍筋1 102*0.9+0.3*2-8*0.04+28.272*0.012.3643101.601.4663 梁箍筋2 102*0.9+0.26*2+28.272*0.0122.6643114.351.6471 拉筋 60.3-0.08+0.163*20.556837.130.1288 扭筋1 148+0.35-1.61+39*0.014+15*0.014-2.228*0.0147.461289.589.03108 1/C轴， 1/13 底部纵筋 258*2-2.95+0.35*2+15*0.025*2-2.228*0.025*214.39343.1755.50166 上部纵筋 208*2-2.95+0.35*2+15*0.02*2-2.228*0.02*214.26342.7835.20106 第 13 页 梁箍筋1 102*0.9+0.24*2-8*0.04+28.272*0.012.24104233.241.38144 拉筋 60.3-0.08+0.163*20.5515886.270.121919 扭筋1 148*2-2.95+0.35*2+15*0.014*2-2.228*0.014*214.11684.6517.06102 JL2, 2/3轴，D C 底部纵筋 258+0.15*2+15*0.025*2-2.228*0.025*28.94653.6334.48207 上部纵筋 208+0.15*2+15*0.02*2-2.228*0.02*28.81326.4321.7565 梁箍筋1 102*0.9+0.24*2-8*0.04+28.272*0.012.3656132.311.4682 拉筋 60.3-0.08+0.163*20.558747.500.121111 扭筋1 148+0.15*2+15*0.014*2-2.228*0.014*28.66651.9510.4763 JL3, 编号钢筋部位计算式单根长度根数总长单质总质量 3/1轴，C 1/C 底部纵筋 208+0.35-4.4+15*0.02*2-2.228*0.02*24.4628.9211.0122 上部纵筋 188+0.35-4.4+15*0.018*2-2.228*0.018*24.4128.828.8218 梁箍筋1 102*0.9+0.24*2-8*0.04+28.272*0.012.3646108.691.4667 拉筋 60.3-0.08+0.163*20.558747.500.121111 1/C轴， 2/34 底部纵筋 202.7+0.24*2+15*0.02*2-2.228*0.02*23.6927.389.1118 上部纵筋 182.7+0.24*2+15*0.018*2-2.228*0.018*23.6427.287.2815 梁箍筋1 102*0.9+0.24*2-8*0.04+28.272*0.012.362251.981.4632 拉筋 60.3-0.08+0.163*20.558747.500.121111 框架梁二层 KL1(1)底部纵筋 222.95+0.325+0.35+15*0.022+39*0.022-2.228*0.022*14.76523.8214.2371 D轴， 11/1轴 上部纵筋 222.95+0.325+0.35+15*0.022+39*0.022-2.228*0.022*14.76628.5814.2385 外箍筋 102*0.7+0.35*2-8*0.025+28.272*0.012.183882.941.3551 第 14 页 内箍筋 102*0.65+0.14*2+28.272*0.011.863870.781.1544 拉筋 60.3-0.08+0.163*20.55105.460.1211 扭筋1 142.95+0.325+0.35+15*0.014+39*0.014-2.228*0.014*14.35417.405.2621 KL2(4) D轴， 1/12轴 底部纵筋 228-2.95+39*0.022*26.77427.0620.2181 上部纵筋 228-2.95+39*0.022*26.77213.5320.2140 上部架立 124.05-39*0.012-2.43+0.15*2+0.1*21.6523.301.473 外箍筋 102*0.7+0.35*2-8*0.025+28.272*0.012.183882.941.3551 内箍筋 102*0.65+0.14*2+28.272*0.011.863870.781.1544 编号钢筋部位计算式单根长度根数总长单质总质量 拉筋 60.3-0.08+0.163*20.55105.460.1211 扭筋1 148*2-2.95+39*0.022*24.35417.405.2621 D轴， 23轴 底部纵筋 208-0.35*2+39*0.02*28.86435.4421.8787 上部纵筋 228-0.35+39*0.022*310.22220.4530.5461 支座负筋一排 2.43+0.7+2.435.56211.1213.7227 上部架立 128-2.43*2+0.15*23.4426.883.066 外箍筋 102*0.7+0.35*2-8*0.025+28.272*0.012.1849106.951.3566 内箍筋 102*0.65+0.14*2+28.272*0.011.864991.271.1556 拉筋 60.3-0.08+0.163*20.553820.750.1255 扭筋1 127.3+0.15*27.60430.406.7527 D轴， 34轴 底部纵筋 208-0.35*2+39*0.02*28.86435.4421.8787 上部纵筋 228-0.35*2+39*0.022*29.02218.0326.9354 支座负筋一排 2.43+0.7+2.435.56211.1213.7227 第 15 页 支座负筋二排 1.83+0.7+1.834.3628.723.878 上部架立 128-2.43*2+0.15*23.4426.883.066 外箍筋 102*0.7+0.35*2-8*0.025+28.272*0.012.1858126.601.3578 内箍筋 102*0.65+0.14*2+28.272*0.011.8658108.041.1567 拉筋 60.3-0.08+0.163*20.553820.750.1255 扭筋1 127.3+0.15*27.60430.406.7527 D轴， 45轴 底部纵筋 208-0.35*2+39*0.02*28.86435.4421.8787 上部纵筋 228-0.35*2+39*0.022*29.02218.0326.9354 支座负筋一排 2.43+0.7+2.435.56316.6813.7241 编号钢筋部位计算式单根长度根数总长单质总质量 支座负筋二排 1.83+0.7+1.834.3628.723.878 上部架立 128-2.43*2+0.15*23.4426.883.066 外箍筋 102*0.7+0.35*2-8*0.025+28.272*0.012.1858126.601.3578 内箍筋 102*0.65+0.14*2+28.272*0.011.8658108.041.1567 拉筋 60.3-0.08+0.163*20.553820.750.1255 扭筋1 127.3+0.15*27.60430.406.7527 KL4(1) D轴， 56轴 底部纵筋 208-0.35*2+39*0.02+0.3+15*0.028.68434.7221.4386 上部纵筋 228-0.35*2+39*0.02+0.3+15*0.029.02218.0326.9354 支座负筋一排 2.43+0.7+2.43+2.43+0.7+15*0.0229.02327.0626.9481 支座负筋二排 1.83+0.7+1.83+1.83+0.7+15*0.0237.24214.4721.6143 上部架立 128-2.43*2+0.15*23.4426.883.066 外箍筋 102*0.7+0.35*2-8*0.025+28.272*0.012.1858126.601.3578 第 16 页 内箍筋 102*0.65+0.14*2+28.272*0.011.8658108.041.1567 拉筋 60.3-0.08+0.163*20.553820.750.1255 扭筋1 127.3+0.15*27.60430.406.7527 KL5(7) C轴，12 轴 底部纵筋 208+0.3+15*0.02-0.35+39*0.029.03654.1822.29134 上部贯通 228+0.3+15*0.02-0.35+3