钢筋工程量计算表(EXCEL).xls

截面厚度 保护层厚 钢筋位置间距 宽长 E/6-253.2042.720.04主筋0.0140.11 分布0.0080.20 C/8-122.2014.800.04主筋0.0120.15 分布0.0080.20 C/18-232.2015.380.04主筋0.0120.15 分布0.0080.20 B-C/8、 12、18、 2.205.150.04主筋0.0120.15 分布0.0080.20 E-J/2、 29 2.208.100.04主筋0.0120.15 分布0.0080.20 A-D/3、 28 2.207.200.04主筋0.0120.15 分布0.0080.20 A-E/5、 26 2.209.300.04主筋0.0120.15 分布0.0080.20 A-E/102.2016.050.04主筋0.0120.15 分布0.0080.20 E-H/4、6 、14、16 2.206.000.04主筋0.0120.15 分布0.0080.20 A/3-5、 26-28 3.005.800.04主筋0.0140.13 分布0.0080.20 H/6-143.0018.800.04主筋0.0140.13 分布0.0080.20 H/16-253.0019.380.04主筋0.0140.13 分布0.0080.20 J/1-4、 27-30 3.007.400.04主筋0.0140.13 分布0.0080.20 1、302.6016.650.04主筋0.0120.15 分布0.0080.20 D-E/1-5、26-30 4.3010.000.04底主筋0.0120.15 底分布0.0080.20 计算区域 构件截面 带基钢筋工程量计算表带基钢筋工程量计算表 直径 2-2 3-3 3a-3a 4-4 1-1 构件名称 4a-4a 5-5 1.4010.000.04上主筋0.0120.15 上分布0.0080.20 A/8-121.4012.600.04主筋0.0100.20 分布0.0080.20 A/18-231.4013.180.04主筋0.0100.20 分布0.0080.20 A-B/1-3、28-30 3.355.300.04下主筋0.0140.13 下分布0.0080.20 0.905.300.04上主筋0.0120.15 上分布0.0080.20 A-B/5-8、23-26 3.354.400.04下主筋0.0140.13 下分布0.0080.20 0.904.400.04上主筋0.0120.15 上分布0.0080.20 A/8-123.4016.050.04主筋0.0140.14 分布0.0080.20 4-6、14-16、2-27 4.004.000.04下主筋0.0140.13 下分布0.0100.20 2.174.00上主筋0.0140.13 上分布0.0100.20 页号：kg/m kg 8-8 A-A 小 计（m) 5-5 6-6 7-7 座 基础 接头个数 每接头长 度 弯钩个数 弯钩长度 单根长度 每件根数构件数根数 （m）（m）（m）6mm8mm 00.002.883891.00389 70.23150.0545.15141.0014632.03 02.12991.0099 10.2340.0515.1581.008115.14 02.121031.00103 10.2340.0515.7381.008119.55 2.12354.00139 10.230.055.3084.0030161.13 2.12552.00109 10.2340.058.4982.0015129.05 02.12492.0097 00.2320.057.2682.0015110.35 2.12632.00125 00.2320.059.3682.0015142.27 2.121081.00108 10.2340.0516.4481.008124.95 2.12416.00244 00.2320.056.0686.0046276.34 2.70442.0089 0.2320.055.90122.0023136.88 2.701441.00144 10.2340.0518.77121.0012217.73 2.701491.00149 10.2340.0519.35121.0012224.46 2.70582.00115 0.2320.057.54122.0023174.93 2.341122.00223 20.2340.0517.23102.0019330.83 4.22672.00135 0.2320.0510.02182.0036362.72 2.52672.00134 0.2320.0510.0242.00772.14 20.061.45641.0064 10.2340.0512.5741.00445.25 0.061.32671.0067 10.2340.0513.1541.00447.34 3.27412.0083 20.055.40132.0027144.18 2.02362.0072 20.055.4052.001054.00 4.27352.0069 20.054.50132.0027120.15 3.02302.0060 20.054.5052.001045.00 20.093.061151.00115 10.2340.0516.02141.0014217.87 3.73313.0094 0.2920.064.13173.0050 2.14323.0095 0.2920.064.1383.0024 6mm8mm 0.004004.30 0.220.39 0.001581.22 层 10mm12mm14mm16mm18mm20mm22mm25mm28mm直径 1119.27 210.16 218.36 295.10 232.07 206.63 265.99 228.39 518.13 237.60 388.80 402.30 313.20 522.91 568.8612.00 钢筋长度马镫筋 337.68 92.19 88.04 271.1612.00 145.71 294.96 181.60 352.99 352.0512.00 205.43 203.96 97.14 10mm12mm14mm16mm18mm20mm22mm25mm28mm 482.803931.603936.300.000.000.000.000.000.00 0.620.891.21 297.893493.154760.240.000.000.000.000.000.000.00 长度 变结001+ 结施002 20.00 马镫筋 备注 10.00 10.00 12.00 12mm 52.00 0.89 46.20 基础梁钢筋工程量计算表基础梁钢筋工程量计算表 宽高 E/1-300.60.62.40.0461.18主筋0.025 箍筋0.01 箍筋0.01 C/8-120.60.62.40.0414.8主筋0.022 箍筋0.01 箍筋0.01 C/18-230.60.62.40.0415.38主筋0.022 箍筋0.01 箍筋0.01 A-C/8、 12、18、 0.60.62.40.045.15主筋0.022 箍筋0.01 箍筋0.01 D-J/2、 29 0.60.930.0410.5主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-D/3、 28 0.60.930.047.5主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-E/5、 26 0.60.930.049.6主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-E/150.60.930.048.85主筋0.025 直径 构件长度 钢筋位置构件名称 计算区域 构件截面 截面周长 1-1 2-2 3-3 保护层厚 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-H/100.60.930.0416.05主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 E-J/4、 27 0.60.930.047.2主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 E-H/6、 14、16、 0.60.930.046.6主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A/3-5、 26-28 0.60.72.60.044.2主筋0.02 箍筋0.01 箍筋0.01 J/1-4、 27-30 0.60.72.60.047.9主筋0.02 箍筋0.01 箍筋0.01 H/4-270.60.72.60.0446.74主筋0.02 箍筋0.01 箍筋0.01 1、30/A- G 0.60.72.60.0416.65主筋0.02 箍筋0.01 箍筋0.01 3a-3a 4-4 4a-4a D/1-5、 26-30 0.60.72.60.0410主筋0.022 箍筋0.01 箍筋0.01 A/5-260.50.62.20.0443.98主筋0.02 箍筋0.008 箍筋0.008 A/1-3、 28-30 0.50.62.20.045.6主筋0.02 箍筋0.008 箍筋0.008 B/1-3、 28-30 0.60.930.046.4主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 20、211.180.73.760.0416.05主筋0.02 箍筋0.01 箍筋0.01 箍筋0.01 A-A 4-6、14- 16、25- 0.350.41.50.042.95主筋0.02 箍筋0.008 0.350.41.50.041.9主筋0.02 箍筋0.008 0.350.41.50.042.5主筋0.02 箍筋0.008 kg/m 5-5 页号： 6-6 7-7 8-8 弯钩长度单根长度 （m）（m） 20.37580.969.05012.0001 20.1192.317611.8001 20.2372.189611.8001 20.3310.79216.17212.0001 20.2372.55599.0001 20.2372.18399.0001 20.3310.79216.75212.0001 20.2372.555102.8671 20.2372.183102.8671 20.3300.7925.73012.0001 20.2372.55534.6671 20.2372.18334.6671 20.37510.912.07018.0002 20.2853.25070.3332 20.2852.78070.3332 10.43210.8522.0002 20.1420.80535.1672 20.37510.99.07018.0002 20.2853.25050.0002 20.2852.78050.0002 10.4327.8522.0002 20.1420.80525.0002 20.37510.911.17018.0002 20.2853.25064.0002 20.2852.78064.0002 10.4329.9522.0002 20.1420.80532.0002 20.37510.910.42018.0001 接头个数弯钩个数每件根数构件数锚固个数 每锚固长度每接头长度 20.2853.25059.0001 20.2852.78059.0001 10.4329.2022.0001 20.1420.80529.5001 20.37520.918.52018.0001 20.2853.250107.0001 20.2852.780107.0001 10.43216.4022.0001 20.1420.80553.5001 20.37500.97.87018.0002 20.2853.25048.0002 20.2852.78048.0002 10.4327.5522.0002 20.1420.80524.0002 20.37500.97.27018.0004 20.2853.25044.0004 20.2852.78044.0004 10.4326.9522.0004 20.1420.80522.0004 20.300.724.72012.0002 20.2372.75521.2502 20.2372.37921.2502 20.300.728.42012.0002 20.2372.75539.7502 20.2372.37939.7502 20.300.7247.26012.0001 20.2372.755233.9501 20.2372.379233.9501 20.300.7217.17012.0001 20.2372.75583.5001 20.2372.37983.5001 20.3300.79210.58012.0001 20.2372.75566.6671 20.2372.38366.6671 20.300.7244.5008.0001 20.1902.260220.1501 20.1901.740220.1501 20.300.726.1208.0002 20.1902.26028.2502 20.1901.74028.2502 20.37520.98.87018.0001 20.2853.25042.6671 20.2852.78042.6671 10.4326.7522.0001 20.1420.80521.3331 20.310.7217.29018.0002 20.2373.915107.0002 20.2372.855107.0002 20.2370.475107.0002 20.300.723.4708.0003 20.1901.56015.0003 20.300.722.4208.0002 20.1901.5609.7502 20.300.723.0208.0004 20.1901.56012.7504 小 计（m) 12mm14mm16mm18mm20mm22mm25mm 12828.600 612 612 12194.064 99 99 12201.024 103 103 1268.760 35 35 36434.520 141 141 443.408 70 36326.520 100 100 431.408 50 36402.120 128 128 439.808 64 18187.560 根数 钢筋长度 59 59 218.404 30 18333.360 107 107 232.804 54 36283.320 96 96 430.208 48 72523.440 176 176 855.616 88 24113.280 43 43 24202.080 80 80 12567.120 234 234 12206.040 84 84 12126.960 67 67 8356.000 220 220 1697.920 57 57 18159.660 43 43 213.504 21 36622.440 214 214 214 2483.280 45 1638.720 20 3296.640 51 12mm14mm16mm18mm20mm22mm25mm 265.1600.0000.0000.0001088.5201750.4483479.100 0.8882.4682.9863.856 235.5890.0000.0000.0002686.4675227.32813416.279 座 层 28mm6mm8mm10mm12mm 1417.785612 1339.108 252.92599 216.097 262.804103 224.537 88.56635 75.670 457.13370 391.020 56.610 324.97650 277.976 40.244 415.96964 355.809 51.512 每构件根 数 箍筋长度 191.73659 164.006 23.744 347.724107 297.434 43.061 311.97748 266.857 38.634 571.95844 489.238 70.829 117.07921 101.099 219.00740 189.115 644.485234 556.520 230.02684 198.630 183.65367 158.853 497.504220 383.026 127.68128 98.301 138.65643 118.603 17.171 837.767107 610.927 101.607 70.19315 30.41710 79.55213 28mm6mm8mm10mm12mm 0.0000.0001106.5118026.2625462.878 0.3950.6170.888 0.0000.000436.9394952.2044853.658 基础梁钢筋工程量计算表基础梁钢筋工程量计算表 宽高 E/1-300.60.62.40.0461.18主筋0.025 箍筋0.01 箍筋0.01 C/8-120.60.62.40.0414.8主筋0.022 箍筋0.01 箍筋0.01 C/18-230.60.62.40.0415.38主筋0.022 箍筋0.01 箍筋0.01 A-C/8、 12、18、 0.60.62.40.045.15主筋0.022 箍筋0.01 箍筋0.01 D-J/2、 29 0.60.930.0410.5主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-D/3、 28 0.60.930.047.5主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-E/5、 26 0.60.930.049.6主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-E/150.60.930.048.85主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A-H/100.60.930.0416.05主筋0.025 箍筋0.012 构件长度 钢筋位置构件名称 计算区域 构件截面 截面周长 1-1 直径 2-2 3-3 保护层厚 箍筋0.012 腰筋0.012 拉筋0.012 E-J/4、 27 0.60.930.047.2主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 E-H/6、 14、16、 25 0.60.930.046.6主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 A/3-5、 26-28 0.60.72.60.044.2主筋0.02 箍筋0.01 箍筋0.01 J/1-4、 27-30 0.60.72.60.047.9主筋0.02 箍筋0.01 箍筋0.01 H/4-270.60.72.60.0446.74主筋0.02 箍筋0.01 箍筋0.01 1、30/A- G 0.60.72.60.0416.65主筋0.02 箍筋0.01 箍筋0.01 D/1-5、 26-30 0.60.72.60.0410主筋0.022 箍筋0.01 箍筋0.01 A/5-260.50.62.20.0443.98主筋0.02 箍筋0.008 箍筋0.008 A/1-3、 28-30 0.50.62.20.045.6主筋0.02 箍筋0.008 箍筋0.008 B/1-3、 28-30 0.60.930.046.4主筋0.025 箍筋0.012 箍筋0.012 腰筋0.012 拉筋0.012 20、211.180.73.760.0416.05主筋0.02 箍筋0.01 箍筋0.01 箍筋0.01 A-A 4-6、14- 16、25- 27 0.350.41.50.042.95主筋0.02 箍筋0.008 0.350.41.50.041.9主筋0.02 3a-3a 4-4 8-8 4a-4a 5-5 6-6 7-7 箍筋0.008 0.350.41.50.042.5主筋0.02 箍筋0.008 小 计（m) 页号： 20.37580.969.050121 20.1192.3176121 20.2372.189611.81 20.3310.79216.172121 20.2372.5551201 20.2372.1831201 20.3310.79216.752121 20.2372.5551261 20.2372.1831261 20.3300.7925.730121 20.2372.555491 20.2372.183491 20.37510.912.070182 20.2853.250862 20.2852.780862 10.43210.85222 20.1420.805432 20.37510.99.070182 20.2853.250702 20.2852.780702 10.4327.85222 20.1420.805352 20.37510.911.170182 20.2853.250912 20.2852.780912 10.4329.95222 20.1420.805462 20.37510.910.420181 20.2853.250711 20.2852.780711 10.4329.20221 20.1420.805361 20.37520.918.520181 20.2853.2501461 每件根数构件数每接头长度锚固个数接头个数弯钩个数每锚固长度单根长度弯钩长度 20.2852.7801461 10.43216.40221 20.1420.805731 20.37500.97.870182 20.2853.250552 20.2852.780552 10.4327.55222 20.1420.805282 20.37500.97.270184 20.2853.250554 20.2852.780554 10.4326.95224 20.1420.805284 20.300.724.720122 20.2372.755222 20.2372.379222 20.300.728.420122 20.2372.755402 20.2372.379402 20.300.7247.260121 20.2372.7552961 20.2372.3792961 20.300.7217.170121 20.2372.7551091 20.2372.3791091 20.3300.79210.580121 20.2372.755731 20.2372.383731 20.300.7244.50081 20.1902.2602801 20.1901.7402801 20.300.726.12082 20.1902.260382 20.1901.740382 20.37520.98.870181 20.2853.250491 20.2852.780491 10.4326.75221 20.1420.805251 20.310.7217.290182 20.2373.9151442 20.2372.8551442 20.2370.4751442 20.300.723.47083 20.1901.560123 20.300.722.42082 20.1901.56082 20.300.723.02084 20.1901.560114 小 计（m) 12mm14mm16mm18mm20mm22mm25mm 12828.600 612 612 12194.064 120 120 12201.024 126 126 1268.760 49 49 36434.520 172 172 443.408 86 36326.520 140 140 431.408 70 36402.120 182 182 439.808 91 18187.560 71 71 218.404 36 18333.360 146 根数 钢筋长度 146 232.804 73 36283.320 110 110 430.208 55 72523.440 220 220 855.616 110 24113.280 44 44 24202.080 80 80 12567.120 296 296 12206.040 109 109 12126.960 73 73 8356.000 280 280 1697.920 76 76 18159.660 49 49 213.504 25 36622.440 288 288 288 2483.280 35 1638.720 17 3296.640 45 12mm14mm16mm18mm20mm22mm25mm 265.1600.0000.0000.0001088.5201750.4483479.100 座 层 28mm6mm8mm10mm12mm 1417.785612 1339.108 306.576120 261.936 321.905126 275.033 125.18549 106.957 558.95986 478.119 69.220 454.96670 389.166 56.342 591.45691 505.916 73.244 230.73371 197.363 28.573 474.465146 每构件根 数 箍筋长度 405.845 58.756 357.47455 305.774 44.268 714.94755 611.547 88.537 121.21122 104.667 220.38440 190.304 815.421296 704.125 300.273109 259.289 201.10073 173.944 632.755280 487.155 171.74838 132.228 159.23849 136.208 19.720 1127.462144 822.182 136.742 54.98412 25.7378 70.19311 28mm6mm8mm10mm12mm 0.0000.0001423.8869331.5927010.836 柱钢筋工程量计算表柱钢筋工程量计算表 锚固个数 长宽 GZ1 0.240.240.960.02511.6主筋0.0142 箍筋0.06 GZ1 0.240.240.960.02514.3主筋0.0142 箍筋0.06 GZ2 0.370.371.480.02511.6主筋0.0142 箍筋0.06 GZ3 0.240.371.220.02511.6主筋0.0142 箍筋0.06 GZ40.360.241.20.02514.3主筋0.0142 箍筋0.06 XZ0.120.240.720.0250.9主筋0.0122 箍筋0.06 kg/m 小计 构件名称 构件截面 截面周长 保护层厚 构件高度 钢筋位置 直径 页号： 小 计（m) 12mm14mm16mm18mm20mm 0.16811.944361441718.784 2.1886363096 0.16814.644421682458.848 2.1886423612 0.16811.9481080954.88 2.708610860 0.16811.9461378931.008 2.4486131118 0.16814.64613781141.608 2.4286131118 0.1441.19436144171.072 1.9486363096 12mm14mm16mm18mm20mm 07376.2000 1.209 #0.0000.0000.000 根数 钢筋长度 单根长度每锚固长度每件根数构件数 12mm14mm16mm18mm20mm 座 层 22mm25mm28mm6mm8mm10mm12mm 6762.90286224 7890.05386224 2325.78486224 2732.83986224 2710.47986224 6019.86286224 22mm25mm28mm6mm8mm10mm12mm 00028441.92000 0.222 0.0000.0000.000#0.0000.0000.0000.0000.0000.000 箍筋长度箍筋根数 计算 22mm25mm28mm6mm8mm10mm12mm 0.0000.0000.0000.0000.0000.0000.0000.0000.000 0.0000.0000.0000.0000.0000.0000.0000.0000.000 0.0000.0000.0000.0000.0000.0000.0000.0000.000 0.000 柱钢筋工程量计算表柱钢筋工程量计算表 长宽 KZ10.50.520.0310.25角筋0.020.3 b侧筋0.020.3 h侧筋0.020.3 箍筋0.01 箍筋0.01 箍筋0.01 KZ20.50.520.0310.15角筋0.0250.3 b侧筋0.0250.3 h侧筋0.020.3 箍筋0.01 箍筋0.01 箍筋0.01 KZ30.90.52.80.0310.25角筋0.0250.3 b侧筋0.0250.3 h侧筋0.0250.3 箍筋0.01 箍筋0.01 箍筋0.01 箍筋0.01 KZ41.20.53.40.0310.25角筋0.0250.3 b侧筋0.0250.3 h侧筋0.0250.3 箍筋0.01 箍筋0.01 箍筋0.01 箍筋0.01 KZ50.50.41.80.0310.15角筋0.0180.3 b侧筋0.0180.3 h侧筋0.0180.3 箍筋0.008 构件高度 钢筋位置 直径根部 锚固长度 构件名称 构件截面 截面周长 保护层厚 箍筋0.008 附加筋0.0160.3 附加箍0.008 KZ60.50.41.80.0310.15角筋0.0180.3 b侧筋0.0180.3 h侧筋0.0180.3 箍筋0.008 箍筋0.008 KZa0.370.31.340.035.7主筋0.0160.3 箍筋0.008 GDZ11.850.254.20.0310.25主筋0.0180.3 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ1a1.80.254.10.0310.25主筋0.0180.3 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ21.20.252.90.0310.25主筋0.0180.3 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ2a1.150.252.80.0310.25主筋0.0180.3 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ310.252.50.0310.25主筋0.0180.3 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 GDZ610.252.50.0310.25主筋0.0180.3 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 GDZ70.50.520.0310.25主筋0.0180.3 箍筋0.08 箍筋0.08 GAZ10.250.41.30.0310.25主筋0.0180.3 箍筋0.08 GDZa0.870.252.240.0310.25主筋0.0180.3 箍筋0.01 0.51.13.20.03箍筋0.01 箍筋0.01 箍筋0.01 GDZb1.650.253.80.0310.25主筋0.0180.3 箍筋0.01 箍筋0.01 0.50.520.03箍筋0.01 箍筋0.01 箍筋0.01 kg/m 小 计（m) 12mm14mm16mm18mm 0.2411.3341456 0.2411.3341456 0.2411.3341456 2.0088141232 1.4588141232 1.4588141232 0.311.394416 0.311.396424 0.2411.334416 2.00984392 1.61984392 1.45984392 0.311.394416 0.311.398432 0.311.394416 2.801054420 2.181054420 1.501054420 1.731054420 0.311.39428 0.311.398216 0.311.39428 3.401062212 2.541062212 1.621062212 1.931062212 0.21611.3041248 0.21611.3041248 0.21611.3041248 1.7588121056 单根长度 顶部 锚固长度 构件数根数 钢筋长度 每件根数 1.4688121056 0.1928.3121224199.440 1.25 0.21611.304416 0.21611.304416 0.21611.304416 1.75884352 1.46884352 0.1926.734624161.448 1.29496294 0.21611.302841121265.712 4.201054420 0.432104840 2.001054420 1.451054420 0.681054420 0.21611.3028256632.856 4.101052210 0.432102420 2.001052210 1.451052210 0.681052210 0.21611.3020480904.080 2.901054420 0.431054420 2.001054420 1.451054420 0.681054420 0.21611.3020102002260.200 2.80105101050 0.43105101050 2.00105101050 1.45105101050 0.68105101050 0.21611.3020480904.080 2.501054420 0.431054420 2.001054420 1.451054420 0.681054420 0.21611.3014228316.428 2.501052210 2.001052210 1.451052210 0.21611.3012232763119.076 3.6699232277 3.11105232415 0.21611.306231381559.538 2.9668.66667231579.333 0.21611.3022244497.244 2.241052210 3.201052210 2.651052210 1.501052210 0.21611.3026252587.652 3.801052210 0.432102420 2.001052210 1.451052210 0.681052210 12mm14mm16mm18mm 0.0000.000360.88812046.866 0.0001.5801.999 0.000570.03024082.649 0.000 0.000 0.000 0.000 0.000 0.000 0.000 座 层 20mm22mm25mm28mm6mm8mm10mm12mm 634.200 634.200 634.200 2460.797 1787.303 1787.303 182.160 273.240 181.200 782.981 630.101 568.687 182.160 364.320 182.160 1174.908 913.668 631.428 725.508 91.080 182.160 91.080 720.249 537.505 344.161 408.609 542.448 542.448 542.448 1847.916 钢筋长度箍筋长度 1541.760 180.816 180.816 180.816 615.972 513.920 379.236 1762.908 359.016 838.908 607.628 284.508 860.454 179.508 419.454 303.814 142.254 1216.908 179.508 838.908 607.628 284.508 2937.270 448.770 2097.270 1519.070 711.270 1048.908 179.508 838.908 607.628 284.508 524.454 419.454 303.814 8331.998 7507.108 4673.563 469.854 671.454 555.814 315.014 797.454 179.508 419.454 303.814 142.254 20mm22mm25mm28mm6mm8mm10mm12mm 2807.0640.0002994.8880.0000.0004898.80458647.2420.000 2.4683.8560.3950.617 6927.8340.00011549.0370.0000.0001934.44036185.3480.000 336 88 112 98 128 105 64 106 288 88 电渣压力 焊接头 箍筋根数 计算 40 96 88 48 49 224 105 112 105 160 105 400 105 160 105 56 105 552 99 276 69 88 105 104 105 3204 梁钢筋工程量计算表梁钢筋工程量计算表 宽高 地下室顶梁 KL1（2）J/1-410.250.41.30.0352504500 10.250.41.3 100.035 00.035 KL4（2）J/27-300.250.41.30.0354.65 0.250.41.30.0354.65 0.250.41.30.035 0.250.551.60.035 KLc(11) H/4-6、 14-16 0.250.51.50.0352.36 0.250.51.50.0352.36 0.250.51.50.035 KLc(11)H/6-140.250.51.50.03518.04 0.250.51.50.03518.04 0.250.51.50.035 KLc(11)H/16-200.250.51.50.0358.12 0.250.51.50.0358.12 0.250.51.50.035 KLd(4)H/21-250.250.51.50.03511.42 0.250.51.50.03511.42 0.250.51.50.035 KLd(4)H/25-270.250.51.50.0352.36 0.250.51.50.0352.36 0.250.51.50.035 KLb(1) J/4-6、 14-16、 0.250.51.50.0352.36 0.250.51.50.0352.36 0.250.51.50.035 KLa(1)4、70.30.51.60.0350.57 项目构件名称 计算区域 构件截面 跨截面周长 保护层厚 构件 轴线长度 左支座 0.30.51.60.0350.57 0.30.51.60.035 KLa(1) 6、14、 16、25 0.30.51.60.0350.57 0.30.51.60.0350.57 0.30.51.60.0350.57 KL5(1) G/1-2、 29-30 0.250.41.30.0352.8 0.250.41.30.0352.8 0.250.41.30.0352.8 KL6(14) E/2-4、 17-19 0.240.651.780.0352.37 0.240.651.780.0352.37 0.240.651.780.0352.37 KL6(14)E/4-170.250.41.30.03526.33 0.250.41.30.03526.33 0.250.41.30.035 KL6(14)E/19-200.250.41.30.0352.67 0.250.41.30.0352.37 0.250.41.30.0352.37 KL7(2) D/1-5、 26-30 0.250.41.30.0357.1 左端0.250.41.30.035 右端0.250.41.30.035 中间0.250.41.31.035 0.250.41.30.0357.1 0.250.41.30.0357.1 KL8(4)C/8-120.250.41.30.03512.1 0.250.41.30.03512.1 0.250.41.30.03512.1 KL9(1) B/1-3、 28-30 0.250.41.30.0352.5 0.250.41.30.0352.5 0.250.41.30.0352.5 KL10(1) B/5-8、 23-28 0.250.51.50.0352.6 0.250.51.50.0352.6 0.250.51.50.0352.6 KL11(11)A/1-200.250.51.50.03539.2 0.250.51.50.03539.2 0.250.51.50.03539.2 KL12(2)B/12-180.250.51.50.0357 左端0.250.51.50.035 右端0.250.51.50.035 中间0.250.51.51.035 0.250.51.50.0357 0.250.51.50.0357 KL13(2) B/18-20 、21-23 0.250.41.30.0355.8 0.250.41.30.0355.8 0.250.41.30.0355.8 KL14(6)E/21-270.250.41.30.03511.63 0.250.41.30.03511.63 0.250.41.30.035 KL14(6)E/27-290.240.651.780.0352.37 0.240.651.780.0352.37 0.240.651.780.0352.37 KL15(4) 1、30/A- J 0.250.41.30.03512.65 0.250.41.30.03512.65 0.250.41.30.03512.65 KL16(3) 2、29/D- J 0.250.51.50.0358.2 右端0.250.51.50.0358.2 中间0.250.51.50.0358.2 2/D-G0.250.51.50.0354 2/G-J0.250.51.50.0353.7 0.250.51.50.0358.2 KL17(2) 3、28/A- D 0.250.41.30.0355.3 中间0.250.41.30.0