工程名稱： 建筑面積：5755.00平方米單方含量：54.70kg/m2 圓12以內(nèi)：136565kg圓12以上：0kg 螺紋12內(nèi)：13642kg螺紋25內(nèi)：164348kg 三級(jí)12內(nèi)0kg三級(jí)25內(nèi)0kg 螺紋25外0kg三級(jí)25外0kg 墻豎向接頭622個(gè)柱電渣接頭14660個(gè) 編制日期： 2007年6月30日 編制單位： 鋼 筋 計(jì) 算 書(shū) *15樓 *股份有限公司*造價(jià)咨詢部 鋼筋匯總表（按規(guī)格）鋼筋匯總表（按規(guī)格） 工程名稱：*15樓建筑面積： 5755平方米 規(guī) 格重 量(kg)分 類凈用量(噸)消耗量(噸) 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上螺紋鋼筋0.0000.000 12內(nèi)螺紋鋼筋 25內(nèi)螺紋鋼筋 圓12內(nèi) 鋼 筋 136.565 圓12上 鋼 筋 0.000 54.70kg/m254.70kg/m2 12內(nèi)三級(jí)鋼筋0.0000.000 預(yù)應(yīng)力筋0.2640.269 總重量 25內(nèi)三級(jí)鋼筋 25外三級(jí)鋼筋0.000 0.000 0.000 0.000 139.296 0.000 164.348167.635 13.64213.915 第 2 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 1基礎(chǔ)梁0.0剪力墻0.01-9層板0.0樓梯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陽(yáng)臺(tái)1-7783.4ba-a67.9 34b/3-13ctl11160.9 e/14-155.6-19.6 469.4陽(yáng)臺(tái)8-9226.4ltz108.5 35c/23-27ctl31210.1牛腿 5.6-19.616.11-8負(fù)筋1879.7tl1681.3 36d/1-7ctl31560.41/d-b19.6-27.98667.99-15負(fù)筋1803.8tl231.8 37d/9-15ctl31540.34/g-e19.6-27.98378.116-21負(fù)筋2041.2tl3244.8 381/d/15-20ctl31688.8 1/7/d-2/d19.6-27.98 359.622-27負(fù)筋1811.7tb1102.3 391/d/22-23ctl3637.8 1/8/d-2/d19.6-27.98 359.6ab/1-27負(fù)筋1527.6tb274.8 40e/1-4ctl2700.0 12/g-e19.6-27.98378.1cd/1-27負(fù)筋2905.4tb3759.5 41e/12-16ctl2944.0 20/h-g19.6-27.98222.3ef/1-27負(fù)筋1729.3b2.7839.5 424/d/16-19ctl31068.1 1/20/d-2/d19.6-27.98 359.6gj/1-27負(fù)筋696.9ptb1324.5 43e/23-27ctl2933.4 1/21/d-2/d19.6-27.98 359.6豎向分布筋1124.6ptb2395.9 44g/2-10ctl1775.3 22/h-g19.6-27.98222.3橫向分布筋1073.3b27.9831.8 45g/10-16ctl21142.4 27/d-b19.6-27.98596.51-8負(fù)筋537.5構(gòu)造柱gz14213.9 46g/16-20ctl31360.0a/1-319.6-27.98264.19-15負(fù)筋515.6鋼絲網(wǎng)263.7 47g/22-26ctl21389.1 a/25-2719.6-27.98 335.816-21負(fù)筋583.3p107零星806.2 48j/6-7ctl1153.4d/7-919.6-27.98312.022-27負(fù)筋518.8end0.0 工程名稱：*15樓 第 3 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 工程名稱：*15樓 49j/9-10ctl1153.4 1/d/20-2219.6-27.98 312.0ab/1-27負(fù)筋436.3 50k/20-22ctl1265.2 2/d/7-919.6-27.98 405.2cd/1-27負(fù)筋831.3 511-12513.4 e/14-1519.6-27.98 255.1ef/1-27負(fù)筋494.1 52 0.02下剪力墻0.0牛腿19.6-27.989.7gj/1-27負(fù)筋199.5 531/a-e1012615.7d/7-927.98-32.3148.9豎向分布筋326.8 542/g-e102226.1 1/d/20-2227.98-32.3 148.9橫向分布筋312.7 554/g-e101174.9 2/d/7-927.98-32.3 90.6零星鋼筋19層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 暗柱鋼筋 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線條275.6 67a/1-31012259.9az60-5.61429.91-9層梁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 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 工程名稱：*15樓 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 增無(wú)ALaz1069.7az21 5.6-8.4206.9ll6d/9-151263.8 114 0.02處梁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 8.4-25.21705.6十層頂板配筋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 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 工程名稱：*15樓 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邊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節(jié)點(diǎn)10層1027.4 153 1/100.0253.8az1 25.18-27.98236.610層梁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 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 工程名稱：*15樓 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 電梯部分 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屋頂板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 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 工程名稱：*15樓 241節(jié)點(diǎn)配筋828.7 242斜屋頂梁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屋頂梁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 頁(yè)，共 358 頁(yè) 鋼筋匯總表（按構(gòu)件匯總）鋼筋匯總表（按構(gòu)件匯總） 序 號(hào) 名 稱部位 重 量 (kg) 名 稱 部位 重 量 (kg) 名 稱部位 重 量 (kg) 名 稱 部 位 重 量 (kg) 工程名稱：*15樓 289wllk31.7 290wllh80.4 291wllm82.1 292wllc65.9 293wllk31.7 294wlln93.3 295wllp59.5 296 表1小計(jì)68971.9 表2小計(jì) 109956.1表3小計(jì)123394.3表4小計(jì)12495.8 297 總合計(jì)314818.1 第 9 頁(yè)，共 358 頁(yè) 鋼 筋 計(jì) 算 表鋼 筋 計(jì) 算 表 工程部位： 序 號(hào) 名 稱 構(gòu)件 編號(hào) 同層 件數(shù) 層數(shù) 規(guī) 格 長(zhǎng)度計(jì)算(mm)根數(shù)計(jì)算 鋼筋長(zhǎng)度 (m) 單件 根數(shù) 重量 kg 連接 方式 接頭個(gè)數(shù) 1基礎(chǔ)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 工程名稱：*15樓基礎(chǔ)部分 第 10 頁(yè)，共 358 頁(yè) 鋼 筋 計(jì) 算 表鋼 筋 計(jì) 算 表 工程部位： 序 號(hào) 名 稱 構(gòu)件 編號(hào) 同層 件數(shù) 層數(shù) 規(guī) 格 長(zhǎng)度計(jì)算(mm)根數(shù)計(jì)算 鋼筋長(zhǎng)度 (m) 單件 根數(shù) 重量 kg 連接 方式 接頭個(gè)數(shù) 工程名稱：*15樓基礎(chǔ)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 頁(yè)，共 358 頁(yè) 鋼 筋 計(jì) 算 表鋼 筋 計(jì) 算 表 工程部位： 序 號(hào) 名 稱 構(gòu)件 編號(hào) 同層 件數(shù) 層數(shù) 規(guī) 格 長(zhǎng)度計(jì)算(mm)根數(shù)計(jì)算 鋼筋長(zhǎng)度 (m) 單件 根數(shù) 重量 kg 連接 方式 接頭個(gè)數(shù) 工程名稱：*15樓基礎(chǔ)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+