1、钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注$项目合计共13项共计3523671kg1GJ10重量=100148.1kg100148.12GJ6.5重量=13206.0kg13206.03GJ8重量=227319.4kg227319.44GJ10重量=302921.0kg302921.05GJ12重量=425638.2kg425638.26GJ14重量=152203.0kg152203.07GJ16重量
2、=113756.6kg113756.68GJ18重量=193543.4kg193543.49GJ20重量=224336.7kg224336.710GJ22重量=425969.6kg425969.611GJ25重量=1282414.7kg1282414.712GJ28重量=60891.2kg60891.213GJ32重量=1322.6kg1322.6$项目小计共11项共计405938kg1GJ8重量=4589.9kg4589.92GJ10重量=35885.1kg35885.13GJ12重量=66556.9kg66556.94GJ14重量=45938.7kg45938.75GJ16重量=2160.
3、7kg2160.76GJ18重量=5843.4kg5843.47GJ20重量=8620.0kg8620.08GJ22重量=76365.3kg76365.39GJ25重量=128870.7kg128870.710GJ28重量=30445.6kg30445.611GJ32重量=661.3kg661.3一承台10CT1125.010(0.18+1.35)*2+1.95114*2=2828124.6U型3128.000(2.0+2.0)*211=117.1箍筋110CT1a124.6602.78+1.35+(0.18+0.35)125=2525103.5Z型筋165.4003.58+(0.47+1.3
4、5)117=1717145.0下筋21411.190(3.58+0.41)*2+2.73+0.4816=6681.2箍筋1204.4603.58+0.58+0.30117=1717187.3负筋1108.3001.0*2.7+1.4*4125=2525128.0箍筋210CT32821.110(0.42+8.0)*2+2.35+0.96*2120=20202039.2U型31020.8609.74+5.56*2154=5454695.0箍筋11221.620(2.4+8.0)*2+0.41*211=1119.2箍筋17CT6223.4503.45138=3838390.7主筋1255.5505
5、.55135=3535747.9主筋1编制单位：第 1 页2023/4/13142.3500.2+0.6+1.55192=9292261.6Z型筋1419.160(5.6+3.5)*2+0.48*219=99208.7箍筋19CT1022524.1006.45*66+4.10*2411=111561.8主筋122569.55010.65*17+9.25*4211=111697.3主筋1143.0500.8+2.251165=165165608.9Z型筋1430.2800.48*3+28.84112=1212439.7箍筋1227.1106.45+0.33*2167=67671419.6附加筋2
6、211.2609.85+0.33*2+0.75144=44441476.4附加筋225.6002.3*2+1.0164=64641068.0撑脚9CT5b22242.5504.45*42+2.65*2121=121445.6主筋122436.3006.85*17*2+5.65*(12+24)21=122600.3主筋1142.3500.2+0.6+1.552115=115230654.0Z型筋1423.84022.8+0.52*229=918519.2箍筋1144.8704.45+0.42247=4794553.9附加筋147.2706.85+0.42231=3162545.4附加筋224.2
7、001.6*2+1.0231=3162776.0撑脚9CT5224.4504.45259=591181564.8主筋1256.4506.45241=41822036.3主筋1143.0500.8+2.252147=1472941085.0Z型筋1422.960(4.5+6.5)*2+0.48*2216=1632889.0箍筋1144.8704.45+0.21*2244=4488518.6附加筋146.8706.45+0.21*2231=3162515.4附加筋225.6002.3*2+1.0229=2958967.9撑脚9CT122510.7009.85+0.85165=65652677.7主
8、筋1287.1507.15186=86862970.0主筋1143.0500.8+2.251172=172172634.8Z型筋1436.12034.2+0.48*4112=1212524.5箍筋1228.5607.15+0.33*2+0.751162=1621624132.4附加筋2211.2609.85+0.33*2+0.7515=55167.8附加筋255.6002.3*2+1.0172=72721552.3撑脚9CT12a289.6307.85+0.82+0.961102=1021024744.3主筋12811.08010.12+0.96166=66663532.1主筋1143.050
9、0.8+2.251138=138138509.3Z型筋1429.38027.12+0.48*3+0.41*2112=1212426.6分布筋229.4608.05+0.33*2+0.75169=69691945.2附加筋2211.53010.12+0.33*2+0.75155=55551889.8附加筋225.6002.3*2+1.0182=82821368.4撑脚9CT4224.4504.45241*2=821642174.8主筋1142.3500.8+1.55291=91182517.5Z型筋钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型
10、型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 2 页2023/4/131418.4804.5*4+0.4829=918402.5箍筋1144.8704.45+0.21*2231*2=62124730.7附加筋224.2001.6*2+1.0221=2142525.7撑脚10CT4224.9504.95145*2=90901327.6主筋1142.6500.8+1.851126=126126404.0Z型筋1420.96020.0+0.48*2110=1010253.6箍筋1145.370
11、4.95+0.21*2134*2=6868441.8附加筋224.8001.9*2+1.0126=2626371.9撑脚7CT6,7CT6a223.4503.45338=381141172.0主筋1225.5505.55135=3535578.9主筋1255.5505.55235=35701495.7主筋1142.3500.8+1.55392=92276784.8Z型筋1419.160(3.5+5.6)*2+0.48*239=927626.0箍筋18CT3254.2004.2111*3=3333533.6主筋1123.3243.324110=101029.5分布筋142.3500.8+1.55
12、162=6262176.3Z型筋1412.80812.328+0.4819=99139.5箍筋16CT1123.8101.15+(0.18+1.15)*229*2=1836121.8U型3124.8001.2*421=128.5箍筋19CT5c2812.71011.75+0.96120=20201227.8主筋11016.6807.8+4.44*2180=8080823.3箍筋21229.030(11.8+2.1)*2+0.41*311=1125.8箍筋18CT4a204.4504.45129=2929318.8主筋1223.7503.75127=2727301.7主筋1142.3500.8+
13、1.55184=8484238.9Z型筋1417.56016.6+0.48*219=99191.2箍筋19CT5a225.7205.72153*2=1061061806.8主筋1143.0500.8+2.251116=116116428.1Z型筋1424.02823.068+0.48*2112=1212348.9箍筋1146.1305.71+0.42139*2=7878578.5附加筋225.6002.3*2+1.0145=4545751.0撑脚CTA2823.51015.85+2.87*2+0.96*24剖127=27273065.9U型3289.6308.25+0.42+0.965,6剖西
14、128=28281302.4Z型筋2812.60011.64+0.965,6,5a剖东153=53533225.5Z型筋286.6705.8+0.875a剖西127=2727869.8下筋22821.5100.87+15.85+2.87+0.96*24a剖150=50505194.7U型32811.770(1.79+0.87)*2+6.45坑140=40402274.0梯形筋2511.690(1.79+0.83)*2+6.45坑140=40401800.3附加筋钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺
15、尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 3 页2023/4/13255.8003.80+2.05,6,5a剖154=54541205.8附加筋257.0104.15+2.864,4a剖176=76762051.1附加筋2523.21015.85+2.83*2+0.85*23,3a剖165=65655808.3U型32510.2605.85+2.83+0.73+0.851,2剖南172=72722844.1Z型筋256.6003.04+2.83+0.731,2剖北172=72721829.5Z型筋259.610(1.7
16、9+0.73)*2+4.57坑155=55552034.9梯形筋2526.34023.79+0.85*3坑坡侧113=13131318.3箍筋11457.18053.48+0.41*2+0.48*6114=1414968.6构造筋2518.46015.3+0.73*2+0.85*21114=1141148102.1负筋2253.8602.4+0.73*2121=2121312.1主筋12519.92012.9+0.38*2+2.28*2+0.85*2121=21211610.5负筋12519.06015.9+0.73*2+0.85*21130=1301309539.5主筋1256.0002.5
17、*2+1.01244=2442445636.4撑脚CTB2211.5200.33+9.8+0.64+0.7510a剖111=1111377.6U型22212.6803.58+5.16+3.19+0.757,8剖下141=41411549.2U型3222.5001.53+0.33+0.647,8剖西164=6464476.8下筋2223.0801.8+0.64*279剖东182=8282752.6下筋32210.9805.36+2.43+3.199剖下120=2020654.4U型3223.0300.33+2.709剖西120=2020180.6下筋22512.2900.38+8.62+2.44
18、+0.8510剖125=25251182.9U型32511.6200.38+7.95+2.44+0.8510剖116=1616715.8U型3256.4503.15+1.65*211剖坑119=1919471.8梯形筋252.4800.33+2.1511剖西120=2020191.0下筋2255.4203.19+1.85+0.38120=2020417.3Z型筋2211.41010.66+0.7513剖坑19=99306.0224.9700.33+2.85+1.7913剖B117=1717251.8226.3605.08+0.64*213剖-5.55米133=3333625.4主筋1225.4
19、703.04+2.4313剖-7.1米146=4646749.82211.27810.528+0.7513-8.1米144=44441478.8224.1802.0+1.85+0.3313剖北149=4949610.4Z型筋2227.03024.78+0.75*3116=16161288.8下筋12212.1000.33+1.85+9.17+0.7512剖120=2020721.2Z型筋2223.20320.423+0.64*2+0.75*2东坡侧115=15151037.2主筋12215.33015.33-8.1米区124=24241096.4主筋12210.7308.70+2.03-7.1
20、米区115=1515479.6构造筋149.3008.0+0.41*2+0.48南北19*2=1818202.6构造筋14156.7808.82*14+3.7*979东11=11189.7构造筋144.4804.0+0.48集水坑15=5527.1构造筋钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 4 页2023/4/131415.080(5.4+1.9)*2+0.48梯坑114=14142
21、55.5构造筋83.6003.0+0.3*218*2=161622.8坑盖板81.3001.0+0.3121*2=424221.6坑盖板142.3201.5+0.41*214=4411.2修孔梁81.2001.219=994.3修孔梁82.5001.9+0.3*2116=161615.8主筋183.6003.0+0.6111=111115.6主筋1225.5002.25*2+1.01172=1721722819.1撑脚2210.0808.67+0.33*2+0.751160=1601604806.1上筋12222.58020.42+0.33*2+0.75*2168=68684575.6上筋1二
22、地梁DL342581.610(19.96+10.71+14.91)+5.66+10.71*2+8.9516+6=12123770.4主筋184.2800.4*2.7+0.8*41596=5965961007.6箍筋2DL2925160.4309.25+38.46+14.91+38.46+23.0*2+13.3517+7=14148647.2主筋184.2800.4*2.7+0.8*411360=136013602299.2箍筋2DL302551.86023.0+13.35+15.5117+7=14142795.3主筋184.2800.4*2.7+0.8*41445=445445752.3箍筋2
23、DL312521.42010.71*217+7=14141154.5主筋184.5500.5*2.7+0.8*41168=168168301.9箍筋2DL362511.11011.1117+7=1414598.8主筋184.2800.4*2.7+0.8*4188=8888148.8箍筋2DL33326.2606.26112=1212474.0上筋1255.8605.8618=88180.5下筋1107.2200.6*2.7+1.4*4145=4545200.5箍筋2DL322510.31010.31112+12=2424952.6主筋1106.9500.5*2.7+1.4*4180=80803
24、43.1箍筋2三底板筋1429.31029.3126/BE块,通筋1104+17*2=1381384894.2上下筋1417.03013.75+0.82*4E轴承台间120=2020412.1下层筋147.6005.14+0.82*3C,D承台间168=6868625.3下层筋29/AB块142922.8059.4*22+64.64*2512=227073.2上下筋79/CE块1411.37010.27+0.21+0.41+0.48196*2=1921922641.5上下筋1421.76020.38+0.42+0.48*21250+70=3203208425.5上层筋143.1602.34+0
25、.41*235/DE承台间193=9393355.6下层筋145.7905.7926/E空间195=9595665.6下层筋1411.2009.9+0.41*2+0.48BC承台间138=3838515.0下层筋146.0106.0117/AB间1338=3383382458.0主筋1钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 5 页2023/4/13141.8000.4*2+1.0含部分
26、承台1450=450450980.1撑脚四柱工程AKZ1-3.6515.552525.55019.2+2.3+0.25+0.95*4-13F520+4=2412011804.1主筋1217.4304.72+(3.34+2.46)*2+1.11538=381902940.8复合箍31216.8304.52+(3.14+2.46)*2+1.115156=15678011657.1复合箍315.5534.352524.50018.8+0.95*649F520+4=2412011319.0主筋1216.2304.32+(2.94+2.46)*2+1.115188=18894013547.5复合箍334
27、.3546.352516.75012.0+0.95*51013F516+4=201006448.8主筋1213.7603.92+(2.7+2.22)*25120=1206007331.3复合箍346.3555.352211.5509.0+0.85*31416F614=14842891.2主筋2511.8509.0+0.95*31416F64=4241094.9主筋1211.8703.72+2.58+1.21+2.18*2690=905405691.9复合箍355.3567.352215.40012.0+0.85*41720F612+4=16964405.6主筋1010.4603.28+2.7+
28、1.07+2.54+0.876120=1207204646.8复合箍367.3576.352011.2509.0+0.75*32123F512=12601667.3主筋2211.5509.0+0.85*3AKZ1a112+4=1616550.7主筋2211.5509.0+0.85*354=420688.4角筋107.9302.88+2.14*2+0.77690=905402642.1复合箍376.3585.351811.0109.0+0.67*32426F512=12601321.2主筋1811.0109.0+0.67*364=424528.5角筋106.4402.68+1.94+1.8269
29、0=905402145.7复合箍285.3591.15227.0205.80+0.95+0.27614=14841757.2主筋220.9500.95上筋比下筋多64=42467.9主筋166.6705.80+0.67+0.2066=636379.4主筋106.4402.68+1.94+1.82658=583481382.8复合箍2250.3000.30下筋比上筋多62+4+4=106069.3锚段AKZ1a-3.65-0.05257.1003.6+2.3+0.25+0.95-1F136=3636984.1主筋327.4203.6+2.3+0.32+1.214=44187.3角筋1217.43
30、04.72+(3.34+2.46)*2+1.11138=3838588.2复合箍3-0.0515.55256.1505.20+0.951F132+4=3636852.4主筋2512.30010.4+0.95*22,3F,AKZ1120+4=24241136.5主筋1216.8304.52+(3.14+2.46)*2+1.111156=1561562331.4复合箍315.5534.352511.8509.0+0.95*369F120+4=24241094.9主筋258.7006.80+0.95*245F132+4=36361205.8主筋250.9500.95上筋比下筋多112=121243.
31、9主筋1216.2304.32+(2.94+2.46)*2+1.111158=1581582277.1复合箍334.3546.35253.9503.0+0.9510F120+4=2424365.0主筋钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 6 页2023/4/132511.8509.0+0.95*31113F116+4=2020912.5主筋1213.7603.92+(2.7+2.22
32、)*21120=1201201466.3复合箍3AKZ24-3.6515.552525.55019.2+2.3+0.25+0.95*4-13F418+4=22888656.3主筋1216.0704.32+(2.94+2.38)*2+1.114192+2=19477611073.6复合箍315.5531.352520.55015.8+0.95*548F414+4=18725696.5主筋1212.8503.92+3.18+1.31+2.22*24158=1586327211.6复合箍331.3540.352211.5509.0+0.85*3911F414+4=18722478.2主筋1011.3
33、903.48+2.86+1.17+1.94*2490=903602529.9复合箍340.3555.352018.75015.0+0.75*51216F412=12482223.0主筋2219.25015.0+0.85*544=416917.8角筋1010.3403.28+2.66+1.07+2.46+0.874150=1506003827.9复合箍355.3567.352015.00012.0+0.75*41920F412+4=16642371.2主筋107.9502.9+2.14+2.14+0.774120=1204802354.5复合箍367.3576.351811.0109.0+0.6
34、7*32123F,AKZ24412+4=16641409.3主筋106.4402.68+1.94+1.82490=903601430.5复合箍376.3585.351811.0109.0+0.67*32426F412+4=16641409.3主筋105.9602.48+1.74*2490=903601323.8复合箍385.3591.15257.2005.8+1.1+0.327F414=14561552.3主筋166.6805.8+0.68+0.246=624253.3主筋105.9602.48+1.74*2458=58232853.1复合箍3AKZ5-3.6515.552225.12019.
35、2+2.3+0.22+0.85*4216=16322395.4主筋2525.55019.2+2.3+0.25+0.95*424=48786.9角筋1013.5603.88+(2.5+2.34)*22194=1943883246.2复合箍315.5531.352220.05015.8+0.85*5212=12241434.0主筋2520.55015.8+0.95*524=48632.9角筋1010.9203.48+2.74+1.07+2.66+0.972158=1583162129.1复合箍331.3546.352018.75015.0+0.75*5212=12241111.5主筋2219.25
36、015.0+0.85*524=48458.9角筋109.7203.08+2.46+0.97+2.34+0.872150=1503001799.2复合箍346.3561.351818.35015.0+0.67*51418F212=1224880.8主筋2018.75015.0+0.75*524=48370.5角筋106.4402.68+1.94+1.822150=1503001192.0复合箍361.3576.351618.40015.0+0.68*51923F212=1224697.7主筋2018.75015.0+0.75*524=48370.5角筋105.9602.48+1.74*22150
37、=1503001103.2复合箍376.3591.151618.07014.8+0.68*4+0.552427F212=1224685.2主筋1818.40014.8+0.75*4+0.624=48294.4角筋钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 7 页2023/4/13105.9602.48+1.74*22148=1482961088.5复合箍3$项目小计共10项共计462619
38、kg1GJ6.5重量=4718.8kg4718.82GJ8重量=24738.7kg24738.73GJ10重量=101508.7kg101508.74GJ12重量=132770.8kg132770.85GJ14重量=25054.1kg25054.16GJ16重量=31509.8kg31509.87GJ18重量=45767.5kg45767.58GJ20重量=53703.5kg53703.59GJ22重量=32643.9kg32643.910GJ25重量=10202.9kg10202.9AKZ6-3.6515.552225.12019.2+2.3+0.22+0.85*4316=16483593.
39、2主筋2525.55019.2+2.3+0.25+0.95*434=4121180.4角筋1213.7603.92+(2.54+2.38)*23194=1945827111.4复合箍315.5531.352220.05015.8+0.85*548F316=16482868.0主筋2520.55015.8+0.95*534=412949.4角筋1012.8803.68+2.3*43158=1584743766.9复合箍331.3546.352219.25015.0+0.85*5913F312+4=16482753.5主筋1210.5003.32+(2.58+1.01)*23150=1504504
40、195.8复合箍246.3561.352018.75015.0+0.75*51418F312=12361667.3主筋2219.25015.0+0.85*534=412688.4角筋109.7203.08+2.46+0.97+2.34+0.873150=1504502698.8复合箍361.3576.351818.35015.0+0.67*51923F312=12361321.2主筋2018.75015.0+0.75*534=412555.8角筋106.4402.68+1.94+1.823150=1504501788.1复合箍376.3585.351811.3409.0+0.78*32426F
41、,AKZ6,7612+4=16962177.3主筋85.8402.44+1.7*2690=905401245.7复合箍285.3591.15227.3505.8+0.95+0.667+7=14841839.9主筋167.0805.8+0.68+0.666=636402.7主筋85.8405.84658=58348802.8复合箍2AKZ7a,b-3.65-0.05257.1003.6+2.3+0.25+0.9528+4=1224656.0主筋226.9703.6+2.3+0.22+0.85220=2040830.8主筋1214.4404.12+(2.74+2.42)*2138=3838487.
42、3复合箍31215.8004.52+2.82*4AKZ7b138=3838533.2复合箍3-0.055.15256.1505.2+0.95AKZ7a,7b130+8*2=46461089.2主筋226.0505.2+0.85AKZ7b216=1632576.9主筋钢 筋 工 程 计 算 稿 工程名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 8 页2023/4/131214.4404.12+(2.74+2.42)*2352
43、=521562000.3复合箍3AKZ7-3.65-0.05226.9706.97120=2020415.4主筋257.1007.1014=44109.3角筋1214.4404.12+(2.74+2.42)*2138=3838487.3复合箍35.1515.552212.10010.4+0.85*2316=16481730.8主筋2512.30010.4+0.95*234=412568.3角筋1213.7603.92+(2.54+2.38)*23104=1043123812.3复合箍315.5534.352223.90018.8+0.85*649F316=16483418.7主筋2524.50
44、018.8+0.95*634=4121131.9角筋1213.0803.72+2.34*43188=1885646550.9复合箍334.3552.352223.10018.0+0.85*61015F312=12362478.2主筋2523.70018.0+0.95*634=4121094.9角筋1211.1203.52+2.78+1.11+2.7+1.013150=1504504443.6复合箍3109.7203.08+2.46+0.97+2.34+0.87330=3090539.8复合箍352.3561.352011.2509.0+0.75*31618F312=12361000.4主筋22
45、11.5509.0+0.85*334=412413.0角筋109.7203.08+2.46+0.97+2.34+0.87390=902701619.3复合箍361.3576.351861.400(3.0+0.67)19F*16+0.67*431=13368.4主筋2018.75015.0+0.75*534=412555.8角筋106.4402.68+1.94+1.823150=1504501788.1复合箍2AKZ8-3.6525.352237.47029.0+2.3+0.22+0.85*7224=24485359.7主筋2538.20029.0+2.3+0.25+0.95*724=48117
46、6.6角筋1210.1304.52+3.9+1.712290=2905805217.4复合箍2105.9401.98*32290=2905802125.7二肢箍25.3561.352045.00036.0+0.75*12718F224=24485335.2主筋2547.40036.0+0.95*1224=481459.9角筋1210.1304.52+3.9+1.712360=3607206476.7复合箍2105.9401.98*32360=3607202638.8二肢箍61.3591.152037.15029.8+0.75*9+0.61927F222+4=26524771.5主筋124.20
47、0(0.6+1.5)*22298=2985962222.8二肢箍108.8803.54+1.78*32298=2985963265.5复合箍2AKZ9-3.6515.552024.70019.2+2.3+0.2+0.75*4216*2=32643904.6主筋1423.72019.2+2.3+0.14+0.52*428*2=1632918.4竖筋1023.20019.2+2.3+0.1+0.4*427=714200.4竖筋141.9501.15+0.4*2296*2=192384906.0水平筋101.7501.15+0.3*2296=96192207.3水平筋钢 筋 工 程 计 算 稿 工程
48、名称：广场 编制人：序序号号分分类类名名构构件件名名称称钢钢筋筋型型号号单单长长(m)(m)断断料料尺尺寸寸计计算算式式草草 图图构构件件数数层层数数单单件件数数总总根根数数重重量量(kg)(kg)备备注注编制单位：第 9 页2023/4/13811.680(2.44+1.7*2)*2个2128+2=1302601199.5复合箍280.7300.73232*3=9619255.4拉筋15.5561.352057.05045.8+0.75*15212*2=24486763.8主筋1252.55045.8+0.45*1528*2=16321493.3竖筋121.8501.15+0.35*2223
49、0*2=4609201511.4水平筋89.840(2.04+1.58+1.3)*22230=2304601787.9复合箍280.5300.53276*3=22845695.5拉筋61.3591.151836.77029.8+0.75*9+0.22212*2=24483529.9主筋1234.45029.8+0.5*9+0.1526*2=1224734.2竖筋121.8501.15+0.35*22150*2=300600985.7水平筋6.59.660(2.01+1.55+1.27)*2个2200=2004001004.6复合箍26.50.5000.502150=15030039.0拉筋AK
50、Z10-3.6515.552225.12025.12220=20402994.3主筋2525.55019.2+2.3+0.25+0.95*424=48786.9角筋105.0802.08*2+0.92238=3876238.2二肢箍129.3104.22+3.58+1.51238=3876628.3复合箍2104.7501.94*2+0.872156=156312914.4二肢箍128.6303.92+3.3+1.412156=1563122391.0复合箍215.5561.352054.80045.8+0.75*12418F218=18364872.8主筋2256.00045.8+0.85*
