超实用的EXCEL表格制作的钢筋算量表格.xls

工程名称： 建筑面积：5755.00平方米单方含量：54.70kg/m2 圆12以内：136565kg圆12以上：0kg 螺纹12内：13642kg螺纹25内：164348kg 三级12内0kg三级25内0kg 螺纹25外0kg三级25外0kg 墙竖向接头622个柱电渣接头14660个 编制日期： 2007年6月30日 编制单位： 钢 筋 计 算 书 *15楼 *股份有限公司*造价咨询部 钢筋汇总表（按规格）钢筋汇总表（按规格） 工程名称：*15楼建筑面积： 5755平方米 规 格重 量(kg)分 类净用量(吨)消耗量(吨) a6.59158.7 a60.0 a894095.0 a1025676.7 a127634.6 a140.0 a160.0 a180.0 b103125.0 b1210516.7 b1454606.5 b1655179.8 b1813174.8 b207375.0 b229598.4 b2524413.2 b280.0 b300.0 b320.0 c60.0 c80.0 c100.0 c120.0 c140.0 c160.0 c180.0 c200.0 c220.0 c250.0 c280.0 c300.0 c320.0 y4263.7 y60.0 y80.0 y100.0 y120.0 314.818322.689 平米含量 25上螺纹钢筋0.0000.000 12内螺纹钢筋 25内螺纹钢筋 圆12内 钢 筋 136.565 圆12上 钢 筋 0.000 54.70kg/m254.70kg/m2 12内三级钢筋0.0000.000 预应力筋0.2640.269 总重量 25内三级钢筋 25外三级钢筋0.000 0.000 0.000 0.000 139.296 0.000 164.348167.635 13.64213.915 第 2 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 1基础梁0.0剪力墙0.01-9层板0.0楼梯jg170.0 21/a-ectl31521.01/d-b0-5.8593.51-3/a-d底筋978.9tl045.1 32/e-gctl2573.24/g-e0-5.8333.8d-e/1-1/2底筋261.0tla360.7 43/a-dctl31004.9 1/7/d-2/d0-5.8 319.1d-e/1/2-4底筋316.7tlb116.2 54/d-gctl2962.4 1/8/d-2/d0-5.8 319.1e-g/2-4底筋521.2tlc23.5 65/b-dctl3832.9 12/g-e0-5.8333.84-7/d-g底筋1715.9tl421.6 76/g-jctl1128.1 20/h-g0-5.8192.9b-d/3-5底筋544.8tl834.2 87/g-jctl1128.1 1/20/d-2/d 0-5.8319.1b-d/5-11底筋2065.7tl585.8 97/e-gctl5769.5 1/21/d-2/d 0-5.8319.1b-d/11-13底筋544.8tl630.5 108/b-dctl3800.2 22/h-g0-5.8192.9a-d/13-15底筋978.9tl760.0 119/g-jctl1128.1 27/d-b0-5.8519.89-12/d-g底筋1715.9ba-a67.9 129/e-gctl5769.5a/1-30-5.8230.1e-g/12-14底筋521.2ltz108.5 1310/g-jctl1128.1 a/25-270-5.8 293.3d-e/12-1/12底筋316.7tl1681.3 1411/b-dctl3832.9d/7-90-5.8273.814-16/e-d底筋620.0tl231.8 1512/d-gctl2962.4 1/d/20-220-5.8 273.815-17/a-d底筋792.5tl3244.8 1613/a-dctl31004.9 2/d/7-90-5.8 270.017-19/a-1/d底筋552.8tb1102.3 1714/e-gctl1304.4 e/14-150-5.8 225.918-19/d-e底筋697.9tb270.0 1815/d-actl11275.7牛腿 0-5.812.916-19/e-g底筋916.4tb3759.5 1916/d-gctl1529.51/d-b5.6-19.61250.519-20/h-fb3544.0b2.7847.0 2018/a-1/dctl31046.24/g-e5.6-19.6700.719-20/f-c底筋571.9ptb1216.7 2119/a-gctl21918.2 1/7/d-2/d5.6-19.6 670.219-23/a-1/d底筋2404.4ptb2433.0 221/19/g-kctl4418.0 1/8/d-2/d5.6-19.6 670.221-23/c-1/d底筋377.7b27.9831.4 2320/g-3/dctl5683.5 12/g-e5.6-19.6700.722-23/f-c底筋571.9lt2jg180.0 2421/a-1/dctl31029.8 20/h-g5.6-19.6401.322-23/h-fb3544.0tl045.1 2522/g-3/dctl5683.5 1/20/d-2/d 5.6-19.6670.223-24/f-g底筋258.1tla360.7 261/22/g-kctl4418.0 1/21/d-2/d 5.6-19.6670.224-26/f-g底筋521.2tlb116.2 2723/a-gctl21619.6 22/h-g5.6-19.6401.323-27/f-c底筋1703.9tlc23.5 2825/a-cctl2647.9 27/d-b5.6-19.61087.027/f-c底筋296.6tl421.6 2926/f-gctl2534.4a/1-35.6-19.6479.923-25/a-c底筋579.4tl834.2 3027/a-fctl21433.8 a/25-275.6-19.6 612.625-27/a-c底筋858.1tl585.8 31a/1-3ctl3669.0d/7-95.6-19.6573.1b11-755.7tl630.5 32a/13-25ctl11929.2 1/d/20-225.6-19.6 573.1b18-916.3tl760.0 33a/25-27ctl3738.4 2/d/7-95.6-19.6 675.2阳台1-7783.4ba-a67.9 34b/3-13ctl11160.9 e/14-155.6-19.6 469.4阳台8-9226.4ltz108.5 35c/23-27ctl31210.1牛腿 5.6-19.616.11-8负筋1879.7tl1681.3 36d/1-7ctl31560.41/d-b19.6-27.98667.99-15负筋1803.8tl231.8 37d/9-15ctl31540.34/g-e19.6-27.98378.116-21负筋2041.2tl3244.8 381/d/15-20ctl31688.8 1/7/d-2/d19.6-27.98 359.622-27负筋1811.7tb1102.3 391/d/22-23ctl3637.8 1/8/d-2/d19.6-27.98 359.6ab/1-27负筋1527.6tb274.8 40e/1-4ctl2700.0 12/g-e19.6-27.98378.1cd/1-27负筋2905.4tb3759.5 41e/12-16ctl2944.0 20/h-g19.6-27.98222.3ef/1-27负筋1729.3b2.7839.5 424/d/16-19ctl31068.1 1/20/d-2/d19.6-27.98 359.6gj/1-27负筋696.9ptb1324.5 43e/23-27ctl2933.4 1/21/d-2/d19.6-27.98 359.6竖向分布筋1124.6ptb2395.9 44g/2-10ctl1775.3 22/h-g19.6-27.98222.3横向分布筋1073.3b27.9831.8 45g/10-16ctl21142.4 27/d-b19.6-27.98596.51-8负筋537.5构造柱gz14213.9 46g/16-20ctl31360.0a/1-319.6-27.98264.19-15负筋515.6钢丝网263.7 47g/22-26ctl21389.1 a/25-2719.6-27.98 335.816-21负筋583.3p107零星806.2 48j/6-7ctl1153.4d/7-919.6-27.98312.022-27负筋518.8end0.0 工程名称：*15楼 第 3 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 工程名称：*15楼 49j/9-10ctl1153.4 1/d/20-2219.6-27.98 312.0ab/1-27负筋436.3 50k/20-22ctl1265.2 2/d/7-919.6-27.98 405.2cd/1-27负筋831.3 511-12513.4 e/14-1519.6-27.98 255.1ef/1-27负筋494.1 52 0.02下剪力墙0.0牛腿19.6-27.989.7gj/1-27负筋199.5 531/a-e1012615.7d/7-927.98-32.3148.9竖向分布筋326.8 542/g-e102226.1 1/d/20-2227.98-32.3 148.9横向分布筋312.7 554/g-e101174.9 2/d/7-927.98-32.3 90.6零星钢筋19层0.0 567/d-e101167.4 3/d/20-2227.98-32.3 90.61/10330.2 579/d-e101167.4 1/7/d-e27.98-32.3 88.52/10659.4 5812/g-e101174.99/d-e27.98-32.388.53/1018002099.2 5914/g-e102226.1 20/d-e27.98-32.388.53/102100687.4 6015/d-e102223.1 1/21/d-e27.98-32.3 88.54/10316.9 6116/1/d-g102342.8 暗柱钢筋 0.05/10818.5 6220/h-g10194.6az10-5.6634.3a/1062.9 6320/d-e101167.4az20-5.6401.3kt36.4 6422/d-e101167.4az30-5.6819.2gz2382.0 6526/g-f102208.6az40-5.6434.0gz3321.4 6627/a-f1012587.5az50-5.6436.65.58线条275.6 67a/1-31012259.9az60-5.61429.91-9层梁0.0 68a/13-2710121508.3az70-5.6434.0ll201/d-e250.5 69b/3-13102814.1az80-5.6492.8xl11/a-b337.6 70d/7-9101139.0az90-5.6328.7ll222/e-g282.8 711/d/20-22101139.0az10 0-5.62500.3ll21 1/2/d-e 286.2 722/d/7-9101158.1az11 0-5.6687.5ll233/b-d381.8 733/d/20-22101158.1az12 0-5.6663.6ll254/d-g519.9 74e/1-2102122.4az13 0-5.6363.2ll245/a-d800.9 75e/14-15101141.9az14 0-5.6942.5ll266/g-j281.4 76g/2-6102347.6az15 0-5.6356.6ll287/e-j919.7 77g/10-14102347.6az16 0-5.6394.2ll278/a-d 1641.5 78g/16-20102572.9az17 0-5.6278.5ll289/e-j919.7 79g/22-26102553.6az18 0-5.6356.7ll2610/g-j281.4 80j/6-7102103.1az19 0-5.6331.6ll2411/a-d800.9 81j/9-10102103.1az20 0-5.6717.5ll2512/d-g519.9 820.02下暗柱0.0az21 0-5.6511.6ll233/b-d381.8 83az1359.4az22 0-5.6874.7ll21 1/12/d-e 286.2 84az2218.5az23 0-5.6842.7ll2214/e-g282.8 85az3456.7az24 0-5.6329.4ll2915/a-e773.4 86az4242.7az25 0-5.6353.8ll3016/c-g492.7 87az5236.0az26 0-5.6770.5ll31218.2 88az6787.0az27 0-5.6844.6ll32244.3 89az7242.7az28 0-5.6404.0ll3317/a-e1368.4 90az8274.4az29 0-5.6383.2l418/f-h472.0 91az9183.0az30 0-5.6484.319/a-1/dll341398.6 92az101382.2扣AL-1185.119/1/d-gll34918.6 93az11374.4az15.6-8.4283.520/k-3/dll36913.8 94az12367.7az25.6-8.4167.121/a-1/dll352573.1 95az13207.8az35.6-8.4346.722/k-3/dll36913.8 96az14506.5az45.6-8.4183.9l6148.3 第 4 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 工程名称：*15楼 97az15198.4az55.6-8.4190.823/a-1/dll341445.0 98az16216.5az65.6-8.4603.523/1/d-gll34918.6 99az17153.7az75.6-8.4183.9l5268.1 100 az18198.3az85.6-8.4208.5ll2325/b-d287.9 101 az19183.8az95.6-8.4136.8ll2226/e-g249.0 102 az20398.1az10 5.6-8.41054.7xl127/a-b337.6 103 az21279.7az11 5.6-8.4288.3ll3827/c-f555.7 104 az22472.3az12 5.6-8.4280.2l727+669.3 105 az23463.3az13 5.6-8.4155.4a+/5-11hl12139.2 106 az24183.2az14 5.6-8.4393.2xl2a/1-3 1116.2 107 az25197.6az15 5.6-8.4150.7ll17 a/13-251902.7 108 az26428.1az16 5.6-8.4164.7ll7b/3-131168.8 109 az27449.0az17 5.6-8.4117.5c/23-27ll181163.8 110 az28219.3az18 5.6-8.4150.7ll17 c/15-19 736.7 111 az29213.4az19 5.6-8.4140.2l3 c/21-23 539.7 112 az30264.6az20 5.6-8.4303.0ll6d/1-8 1263.8 113 增无ALaz1069.7az21 5.6-8.4206.9ll6d/9-151263.8 114 0.02处梁0.0az22 5.6-8.4364.31/d/15-16al289.9 115 3/b-dll2342.0az23 5.6-8.4335.9ll15 1/d/16-20 1327.2 116 4/d-gll2555.2az24 5.6-8.4139.4ll16 1/d/22-23 500.7 117 5/a-dll2497.6az25 5.6-8.4149.9ll4e/1-4383.8 118 6/e-gll2629.2az26 5.6-8.4325.6ll3e+/4-7623.4 119 7/e-jll28206.9az27 5.6-8.4397.3ll3 e+/9-12 623.4 120 8/a-dll27181.2az28 5.6-8.4192.4ll5 e/12-16 538.9 121 9/e-jll28206.9az29 5.6-8.4162.24/d/16-19ll13774.2 122 10/e-gll2629.2az30 5.6-8.4226.6l1 f+/19-20 216.1 123 11/a-dll2497.6az18.4-25.21984.3l1 f+/22-23 216.1 124 12/d-gll2555.2az28.4-25.21169.4ll14 f/23-271761.9 125 13/b-dll2342.0az38.4-25.22107.3l2f+105.8 126 15/a-ell2941.6az48.4-25.21116.7ll1g/2-6477.3 127 17/a-1/dll3386.8az58.4-25.21335.3ll1 g/10-14 477.3 128 18/g-4/dl441.4az68.4-25.24224.5ll11 g/16-201167.1 129 19/a-1/dll34141.5az78.4-25.21116.7ll12 g/22-261167.1 130 19/1/d-gll34101.2az88.4-25.21267.2ll2j/6-10594.5 131 20/k-3/dll31248.6az95.6-8.4957.4ll9 h/19-20 308.8 132 21/a-1/dll21259.5az10 8.4-25.26423.3ll10 h/22-23 308.8 133 22/k-3/dll31248.6az11 8.4-25.21762.1ll8 k/20-22 315.1 134 23/a-1/dll34141.5az12 8.4-25.21705.6十层顶板配筋0.0 135 23/1/d-gll34101.2az13 8.4-25.2937.8a-d/1-3484.4 136 24/g-fl327.7az14 8.4-25.22411.0d-e/1-5133.3 137 25/a-cll2342.0az15 8.4-25.2916.8d-e/5-9175.8 138 27/fll3211.1az16 8.4-25.21152.5e-j/1-7256.0 139 27+/c-fl168.2az17 8.4-25.2715.3b-d/3-13646.3 140 a+/5-11hl1237.7az18 8.4-25.2916.9d-j/9-14348.9 141 c/23-27ll18129.3az19 8.4-25.2852.214-16/1/d-4/d53.7 142 d/1-7ll6112.1az20 8.4-25.21844.113-17/a-d706.9 143 d/9-15ll6112.1az21 8.4-25.21448.91/d-h/16-20543.6 1441/d/15-16al32.2az22 8.4-25.22550.2a-1/d/17-25773.1 第 5 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 工程名称：*15楼 1451/d/16-20ll15119.5az23 8.4-25.22350.5a-c/25-27272.7 1461/d/22-23ll1640.5az24 8.4-25.2846.922-26/c-h513.9 147 e/2-4ll428.4az25 8.4-25.2910.126-27+/f-c152.1 148 e/12-14ll528.4az26 8.4-25.21981.0b3138.1 1494/d/16-19ll1362.7az27 8.4-25.22346.4b3边117.3 150 f/23-27ll14174.6az28 8.4-25.21129.6b113.1 151 f+/27l211.9az29 8.4-25.2985.1b2104.9 152 h/19-20ll972.3az30 8.4-25.21336.7节点10层1027.4 153 1/100.0253.8az1 25.18-27.98236.610层梁0.0 154 5/1090.6az225.18-28.4202.3ll201/d-e28.7 155 end0.0az325.18-29505.6xl11/a-b23.2 156az4 25.18-27.98159.7ll222/e-g32.2 157az5 25.18-27.98221.5ll211/2/d-e35.3 158az6 25.18-27.98701.9ll233/b-d48.2 159az6 25.18-27.98169.9ll254/d-g187.6 160az7 25.18-27.98199.3ll245/a-d143.4 161az8 25.18-27.98181.1ll266/g-j64.1 162az9 25.18-27.98206.1ll287/e-j168.6 163az10 25.18-27.98407.8ll278/a-d115.6 164az10 25.18-27.98265.7ll299/e-j107.0 165az10 25.18-27.98187.8l210/d-e17.0 166az11 25.18-27.98219.6ll3010/e-g74.5 167az12 25.18-29.58349.9ll3111/a-d81.3 168az13 25.18-27.98115.2ll2512/d-j199.3 169az14 25.18-27.98497.0ll2313/b-d48.2 170az15 25.18-27.98118.8ll211/2/d-e32.7 171az16 25.18-27.98138.9ll2214/e-g35.0 172az17 25.18-27.98102.3ll3215/a-e81.9 173az18 25.18-27.98130.9ll3316/c-g59.4 174az19 25.18-27.98121.8ll341727.1 175az20 25.18-27.98114.3ll3517/a-c140.8 176az2025.18-28.4134.0l418/f-h46.9 177az21 25.18-27.9887.9ll3619/a-d116.4 178az21 25.18-27.98103.4ll3619/d-g101.7 179az22 25.18-27.98154.6ll3820/e-g91.5 180az2225.18-28.4172.1ll3720/j15.6 181az23 25.18-27.98320.2ll4021/a-d191.6 182az24 25.18-27.98104.9ll3922/d-g130.1 183az25 25.18-27.98126.2ll3722/j15.6 184az26 25.18-27.98245.4l1122+57.1 185az27 25.18-27.98237.7ll4123/a-d128.1 186az28 25.18-27.98181.4ll4123/d-g119.7 187az29 25.18-27.98122.0l1224/c-f54.2 188az30 25.18-27.98186.1l1024/f-g34.2 189az33 27.98-31.056 81.5ll2325/a-c48.2 190az19 27.98-30.4892.1ll4226/c-g117.0 191az10 27.98-31.66119.8xl127/a-b23.2 192az11 27.98-31.056 243.0ll4327/c-f62.0 第 6 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 工程名称：*15楼 193az4 27.98-31.482 177.2l1327+75.6 194az8 27.98-31.482 201.4a+/5-11hl1243.7 195az10 27.98-31.056 98.0xl2a/1-273.6 196az35 27.98-31.89128.3ll19a/13-25211.5 197az17 27.98-31.89128.7ll8b/3-13146.5 198az18 25.18-27.98164.8l7d/17-1930.4 199lz1 27.98-30.9448.3l8d/21-2362.5 200lz1 27.98-30.4860.1ll18c/23-27213.7 201az38 27.98-30.48118.0ll7d/1-7194.9 202az10 27.98-30.48161.6ll7d/9-15194.9 203az38 27.98-30.4844.51/d/15-16al32.2 204az33 27.98-30.4824.3ll15 1/d/16-20 152.7 205 电梯部分 0.0ll17 1/d/22-23 82.5 206az13 27.98-31.056 128.3l21/d14.4 207az129.58-2.3234.2l2d+17.4 208az1229.58-2.3101.6ll6 2/d/9-10 97.8 209az3429.58-2.3112.6ll4e/1-9275.8 210az1027.98-32.3120.7l1e+17.0 211lz127.98-32.3284.6ll5 e/12-16 62.7 212lz231.89-32.322.6l3 f+/12-16 23.2 213az3627.98-32.3323.0ll14 4/d/16-20 144.0 214az3727.98-32.3169.6l5f+28.4 215az127.98-32.3140.0l4f+52.9 216end0.0ll16 f/22-27 274.6 217l6f+27.2 218ll1g2-696.1 219ll3 g/10-14 53.1 220ll2j/6-1091.5 221ll12 g/22-26 122.4 222ll13 e/16-20 122.4 223ll10 h/22-23 70.1 224ll8 k/20-22 35.8 225gz432.6 226屋顶板0.0 227e-g/2-6287.5 228d-e/1-5250.8 229b-d/3-5226.9 230b-d/5-11918.2 231b-d/11-13226.9 2329-15/d-e349.7 233d-e/5-932.3357.9 2341/d-e/16-20284.7 235a-1/d/11-13330.7 236a-1/d/19-231657.9 237a-c/11-13285.2 238c-f/23-26537.4 23923/f46.0 24020-23/1/d-k32.3366.6 第 7 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 工程名称：*15楼 241节点配筋828.7 242斜屋顶梁0.0 243wll121/d-e57.7 244wll142/e-g38.7 245wll132+/d-e53.2 246wll173/b-d57.2 247wll154/e-g45.1 248wll185/b-e115.7 249wll166/e-j64.5 250wll198/b-d43.9 251wll2011/b-d59.9 252wll2112/d-e51.2 253wll1713/b-d57.2 254wll1314/d-e53.2 255wll1215/d-e57.7 256wll2216/d-g33.7 257wll2317/a-c91.3 258wll2419/a-f120.8 259wll2521/a-c122.3 260wll2622+94.1 261wll2423/a-f125.5 262wll1725/a-c56.6 263wll2726/c-f88.6 264wll2e/1-6105.6 265wll3 2/d/9-12 68.2 266wll4 e/12-15 60.1 267wll5d/1-7146.0 268wll6 d/1/8-15 136.1 269wll7b/5-11171.4 270wll8 4/d/16-20 102.6 271wll9101.0 272wll10324.1 273wll1172.2 274wll7184.9 275屋顶梁32.30.0 276wlaj/7-932.6 277wllqe+/6-976.4 278wllbe/5-738.9 279wllc 2/d/7-9 42.7 280wlldd/5-867.7 281wlla k/20-22 33.5 282wllef+/2218.2 283wllc 3/d/20-22 42.7 284wllf49.2 285wllj38.0 286wlle14.5 287wllg80.1 288wllc32.9 第 8 页，共 358 页 钢筋汇总表（按构件汇总）钢筋汇总表（按构件汇总） 序 号 名 称部位 重 量 (kg) 名 称 部位 重 量 (kg) 名 称部位 重 量 (kg) 名 称 部 位 重 量 (kg) 工程名称：*15楼 289wllk31.7 290wllh80.4 291wllm82.1 292wllc65.9 293wllk31.7 294wlln93.3 295wllp59.5 296 表1小计68971.9 表2小计 109956.1表3小计123394.3表4小计12495.8 297 总合计314818.1 第 9 页，共 358 页 钢 筋 计 算 表钢 筋 计 算 表 工程部位： 序 号 名 称 构件 编号 同层 件数 层数 规 格 长度计算(mm)根数计算 钢筋长度 (m) 单件 根数 重量 kg 连接 方式 接头个数 1基础梁110.0 21/a-ectl3111521.0 11b259050-50*2+15*d*289.708299.1梁8 11b259050-50*258.955172.5 11b259050-50*258.955172.5 11b259050-50*2+15*d*289.708299.1梁8 11b259050-50*2+15*d*388梁 11b149050-50*288.95886.6 11a10750-50*2+12.5*d(9.05-0.1)/0.4+1)*40.789444.7 11a122*(750+950)-50*8+24*d(9.05-0.1)/0.1+13.2991264.2 11a122*(240+950)-50*8+24*d(9.05-0.1)/0.1+12.2791182.3 32/e-gctl211573.2 11b254350-50*2+15*d*285.008154.2 11b204350-50*244.25441.9 11b204350-50*244.25441.9 11b254350-50*2+15*d*285.008154.2 11b144350-50*284.25841.1 11a10750-50*2+12.5*d(3.6-0.1)/0.4+1)*40.783918.6 11a102*(750+950)-50*8+24*d(3.6-0.1)/0.1+13.243672.0 11a102*(240+950)-50*8+24*d(3.6-0.1)/0.1+12.223649.3 43/a-dctl3111004.9 11b256150-50*2+15*d*286.808209.7 11b256150-50*256.055116.6 11b256150-50*256.055116.6 11b256150-50*2+15*d*286.808209.7 11b146150-50*286.05858.5 11a10750-50*2+12.5*d(5.4-0.1)/0.4+1)*40.785727.3 11a122*(750+950)-50*8+24*d(5.4-0.1)/0.1+13.2954157.7 11a122*(240+950)-50*8+24*d(5.4-0.1)/0.1+12.2754108.8 54/d-gctl211962.4 11b257250-50*2+15*d*287.908243.6 11b207250-50*247.15470.6 11b207250-50*247.15470.6 11b257250-50*2+15*d*287.908243.6 11b147250-50*287.15869.2 11a10750-50*2+12.5*d(5.75-0.1)/0.4+9)*40.789344.2 11a102*(750+950)-50*8+24*d(5.75-0.1)/0.1+93.2466130.9 11a102*(240+950)-50*8+24*d(5.75-0.1)/0.1+92.226689.7 65/b-dctl311832.9 11b255350-50*2+15*d*286.008185.0 11b255350-50*255.255101.2 11b255350-50*255.255101.2 11b255350-50*2+15*d*286.008185.0 11b145350-50*285.25850.8 11a10750-50*2+12.5*d (3.85-0.1)/0.4+1)*40.784219.8 11a122*(750+950)-50*8+24*d(3.85-0.1)/0.1+13.2939112.4 11a122*(240+950)-50*8+24*d(3.85-0.1)/0.1+12.273977.5 工程名称：*15楼基础部分 第 10 页，共 358 页 钢 筋 计 算 表钢 筋 计 算 表 工程部位： 序 号 名 称 构件 编号 同层 件数 层数 规 格 长度计算(mm)根数计算 钢筋长度 (m) 单件 根数 重量 kg 连接 方式 接头个数 工程名称：*15楼基础部分 76/g-jctl111128.1 11b222250-50*262.15638.5 11b222250-50*262.15638.5 11b142250-50*282.15820.8 11a10750-50*2+12.5*d(0.75-0.1)/0.4+1)*40.78115.0 11a102*(750+950)-50*8+24*d(0.75-0.1)/0.1+13.24815.0 11a102*(240+950)-50*8+24*d(0.75-0.1)/0.1+12.22810.3 87/g-jctl111128.1 11b222250-50*262.15638.5 11b222250-50*262.15638.5 11b142250-50*282.15820.8 11a10750-50*2+12.5*d(0.75-0.1)/0.4+1)*40.78115.0 11a102*(750+950)-50*8+24*d(0.75-0.1)/0.1+13.24815.0 11a102*(240+950)-50*8+24*d(0.75-0.1)/0.1+12.22810.3 97/e-gctl511769.5 11b253475+31*d*285.038154.9 11b253475+31*d*265.036116.2 11b253475+31*d*265.036116.2 11b253475+31*d*285.038154.9 11b143475+15*d*283.90837.7 11a10750-50*2+12.5*d (3.475-0.1)/0.4+1)*40.783818.1 11a122*(750+950)-50*8+24*d(3.475-0.1)/0.1+13.2935101.5 11a122*(240+950)-50*8+24*d(3.475-0.1)/0.1+12.273570.0 108/b-dctl311800.2 11b254525-50+15*d+31*d85.638173.4 11b254525-50+31*d55.255101.2 11b254525-50+31*d55.255101.2 11b254525-50+15*d+31*d85.638173.4 11b144525-50+15*d84.69845.3 11a10750-50*2+12.5*d (3.775-0.1)/0.4+1)*40.784119.5 11a122*(750+950)-50*8+24*d(3.775-0.1)/0.1+13.2938110.2 11a122*(240+950)-50*8+24*d(3.775-0.1)/0.1+12.273876.0 119/g-jctl111128.1 11b222250-50*262.15638.5 11b222250-50*262.15638.5 11b142250-50*282.15820.8 11a10750-50*2+12.5*d(0.75-0.1)/0.4+1)*40.78115.0 11a102*(750+950)-50*8+24*d(0.75-0.1)/0.1+13.24815.0 11a102*(240+950)-50*8+24*d(0.75-0.1)/0.1+12.22810.3 129/e-gctl511769.5 11b253475+31*d*285.038154.9 11b253475+31*d*265.036116.2 11b253475+31*d*265.036116.2 11b253475+31*d*285.038154.9 11b143475+15*d*283.90837.7 11a10750-50*2+12.5*d (3.475-0.1)/0.4+1)*40.783818.1 11a122*(750+950)-50*8+24*d(3.475-0.1)/0.1+13.2935101.5 第 11 页，共 358 页 钢 筋 计 算 表钢 筋 计 算 表 工程部位： 序 号 名 称 构件 编号 同层 件数 层数 规 格 长度计算(mm)根数计算 钢筋长度 (m) 单件 根数 重量 kg 连接 方式 接头个数 工程名称：*15楼基础部分 11a122*(240+950)-50*8+24*d(3.475-0.1)/0.1+12.273570.0 1310/g-jctl111128.1 11b222250-50*262.15638.5 11b222250-50*262.15638.5 11b142250-50*282.15820.8 11a10750-50*2+12.5*d(0.75-0.1)/0.4+1)*40.78115.0 11a102*(750+950)-50*8+24*d(0.75-0.1)/0.1+13.24815.0 11a102*(240+950)-50*8+24*d(0.75-0.1)/0.1+12.22810.3 1411/b-dctl311832.9 11b255350-50*2+15*d*286.008185.0 11b255350-50*255.255101.2 11b255350-50*255.255101.2 11b255350-50*2+15*d*286.008185.0 11b145350-50*285.25850.8 11a10750-50*2+12.5*d(3.85-0.1)/0.4+1)*40.784219.8 11a122*(750+950)-50*8+24*d(3.85-0.1)/0.1+13.2939112.4 11a122*(240+950)-50*8+24*d(3.85-0.1)/0.1+12.273977.5 1512/d-gctl211962.4 11b257250-50*2+15*d*287.908243.6 11b207250-50*247.15470.6 11b207250-50*247.15470.6 11b257250-50*2+15*d*287.908243.6 11b147250-50*287.15869.2 11a10750-50*2+12.5*d (5.75-0.1)/0.4+9)*40.789344.2 11a102*(750+950)-50*8+24*d(5.75-0.1)/0.1+93.2466130.9 11a102*(240+950)-50*8+24*d(5.75-0.1)/0.1+92.226689.7 1613/a-dctl3111004.9 11b256150-50*2+