钢结构计算表表格文件下载.xls
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钢结构计算表表格文件下载.xls
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钢钢结结构构计计算算表表建建筑筑面面积积:
@#@16446.64m216446.64m2级级别别构构件件名名称称零零件件个个数数类类型型规规格格牌牌号号长长度度(面面积积)计计算算公公式式单单件件长长度度(面面积积)个个数数计计算算公公式式个个数数单单重重单单重重(单单位位)总总重重量量预预算算量量一一螺螺栓栓11柱柱脚脚螺螺栓栓基基础础柱柱脚脚M24Q235B2*8161616M36Q235B6*2121212M42Q235B6*4242424M52Q235B8*30240240240M56Q235B6*30*236036036022高高强强螺螺栓栓M20M20775566梁柱连接1-112*448梁柱连接2-210*440梁柱连接3-310*2+10*30320梁柱连接4-410*2+10*30320梁柱连接5-514*228MM222211556600梁柱连接1-116*60960梁柱连接2-210*60600MM24448800梁柱连接5-516*30480二二实实腹腹柱柱337700553355.7788(一一)GZ-1GZ-16464Q345BQ345B1GZ-1(柱高18.496m)64边柱H750*400*10*1618.49618.4966464156.843Kg/m185661.96022GZ-1(柱高19.015m)32中柱H750*400*10*1619.01519.0153232156.843Kg/m95435.828643柱脚节点3.1边轴柱脚节点64柱脚加劲板t=250.25*0.335*60.5036060196.25Kg/m25916.9375柱脚加劲板t=140.25*0.215*40.2156060109.9Kg/m21417.71柱脚加劲板t=140.25*0.14*40.1406060109.9Kg/m2923.16垫板-80*80*200.08*0.08*60.0386060157Kg/m2361.728柱脚底板t=301.18*0.680.80246060235.5Kg/m211337.912工字钢抗剪键16a0.10.100606017.24Kg/m103.44柱脚加劲板t=180.25*0.27*60.40544141.3Kg/m2228.906柱脚加劲板t=120.25*0.17*40.1704494.2Kg/m264.056柱脚加劲板t=120.25*0.075*40.0754494.2Kg/m228.26垫板-80*80*200.08*0.08*60.03844157Kg/m224.1152柱脚底板t=251.09*0.550.599544196.25Kg/m2470.6075工字钢抗剪键16a0.10.1004417.24Kg/m6.8963.2中轴柱脚节点32柱脚加劲板t=220.25*0.32*60.4803030172.7Kg/m22486.88柱脚加劲板t=140.25*0.205*40.2053030109.9Kg/m2675.885柱脚加劲板t=140.25*0.125*40.1253030109.9Kg/m2412.125垫板-80*80*200.08*0.08*60.0383030157Kg/m2180.864柱脚底板t=281.16*0.650.7543030219.8Kg/m24971.876工字钢抗剪键16a0.10.100303017.24Kg/m51.72柱脚加劲板t=180.25*0.245*80.49022141.3Kg/m2138.474柱脚加劲板t=100.25*0.15*40.1502278.5Kg/m223.55柱脚加劲板t=100.25*0.05*40.0502278.5Kg/m27.85垫板-80*80*200.08*0.08*60.03822157Kg/m212.0576柱脚底板t=221.05*0.50.52522172.7Kg/m2181.335工字钢抗剪键16a0.10.1002217.24Kg/m3.4484柱中节点4.1边轴柱中节点64牛腿钢板t=100.438*0.5750.252646478.5Kg/m21265.2944牛腿钢板t=160.575*0.40.2306464125.6Kg/m21848.832牛腿钢板t=160.635*0.40.2546464125.6Kg/m22041.7536牛腿钢板t=140.195*0.257*20.1006464109.9Kg/m2704.977728牛腿钢板t=140.195*0.718*40.5606464109.9Kg/m33939.097344牛腿钢板-360*360*160.36*0.360.1306464125.6Kg/m21041.776644.2中轴柱中节点32牛腿钢板t=100.438*0.575*20.504323278.5Kg/m21265.2944牛腿钢板t=160.575*0.4*20.4603232125.6Kg/m21848.832牛腿钢板t=160.635*0.4*20.5083232125.6Kg/m22041.7536牛腿钢板t=140.195*0.257*40.2003232109.9Kg/m2704.977728牛腿钢板t=140.195*0.718*40.5603232109.9Kg/m31969.548672牛腿钢板-360*360*160.36*0.36*20.2593232125.6Kg/m21041.77664加劲钢板t=120.768*0.194*20.298323294.2Kg/m2898.2435柱顶节点5.1边轴柱顶节点64柱顶t=120.4*0.7350.294646494.2Kg/m1772.467柱顶t=120.18*0.718*20.258646494.2Kg/m1558.324柱顶加筋版t=100.1*0.95*20.190646478.5Kg/m954.560拼接板-16*400*990Q345B0.4*0.99*20.79244125.6Kg/m2397.901-18*400*1000Q345B0.4*1*20.0806060141.3Kg/m3678.240t=100.14*0.095*30.0404478.5Kg/m212.529t=100.1*0.155*30.047606078.5Kg/m2219.015t=100.195*0.195*40.152646478.5Kg/m2764.1505.1中轴柱顶节点32拼接板-16*400*950Q345B0.4*0.95*20.79222125.6Kg/m2198.950-20*400*970Q345B0.4*0.97*20.7763030157Kg/m23654.960t=100.15*0.1*20.0302278.5Kg/m24.710t=100.11*0.165*20.036303078.5Kg/m285.487t=100.195*0.195*80.3042278.5Kg/m247.759t=100.195*0.2*80.312303078.5Kg/m2734.760(二二)KFZKFZ44H500*300*10H500*300*10*12*12Q345BQ345B18.36918.3694493.886Kg/m6898.36773644H500*300*10H500*300*10*12*12Q345BQ345B18.90818.9084493.886Kg/m7100.78595211柱柱脚脚节节点点1.1柱脚节点88底板-540*340*200.54*0.340.18488157Kg/m2230.60垫板-80*80*200.08*0.08*20.01388157Kg/m216.0768工字钢抗剪键16a0.10.1008817.24Kg/m13.7922柱柱顶顶节节点点2.1KFZ柱顶节点8连接钢板t=100.25*0.2150.053758878.5Kg/m233.76(三三)女女儿儿墙墙墙墙柱柱7474H350*200*6*H350*200*6*88Q345BQ345B4.4244.424747440.851Kg/m13373.63698与KFZ上钢梁连接板t=80.3*0.30.098862.8Kg/m245.2214.9三三吊吊车车梁梁209942.43209942.43
(一)DCL-116H800*12*400*20*300*20Q345B上翼钢板-400*200.4*7.9663.1861616157Kg/m28004.237中间腹板-120.76*7.9666.054161694.2Kg/m29124.830下翼钢板-300*200.3*7.9662.3901616157Kg/m26003.178梁端钢板t=120.812*0.27*20.43848161694.2Kg/m2660.877t=100.31*0.170.0527161678.5Kg/m266.191梁中钢板t=60.71*0.09*2*50.639161647.1Kg/m2481.550
(二)DCL-1a8H800*12*400*20*300*20Q345B上翼钢板-400*200.4*7.6533.06188157Kg/m23844.867中间腹板-120.76*7.6535.8168894.2Kg/m24383.149下翼钢板-300*200.3*7.6532.29688157Kg/m22883.650梁端钢板t=120.812*0.27*20.219248894.2Kg/m2165.219t=100.31*0.170.05278878.5Kg/m233.096梁中钢板t=60.71*0.09*2*50.6398847.1Kg/m2240.775梁中钢板t=120.76*0.14*20.2138894.2Kg/m2160.366梁中钢板t=220.3*0.050.01588172.7Kg/m220.724梁中钢板t=120.71*0.14*20.1998894.2Kg/m2149.816(三)DCL-2100H800*12*400*20*300*20Q345B上翼钢板-400*200.4*8.9663.586100100157Kg/m256306.480中间腹板-120.76*8.9666.81410010094.2Kg/m264189.387下翼钢板-300*200.3*8.9662.690100100157Kg/m242229.860梁端钢板t=120.812*0.27*20.4384810010094.2Kg/m24130.482t=100.31*0.170.052710010078.5Kg/m2413.695梁中钢板t=60.71*0.09*2*50.63910010047.1Kg/m23009.690(四)DCL与牛腿连接板(中跨)120梁中间拼接板t=10Q235B0.25*0.30.07512012078.5Kg/m2706.500吊车梁底钢板t=10Q235B0.25*0.505*20.25312012078.5Kg/m22378.550吊车梁底钢板(设置柱下间支撑)t=20Q235B0.29*0.250.0731818125.6Kg/m2163.908(五)DCL与牛腿连接板(边跨)8吊车梁底钢板t=10Q235B0.25*0.5050.2538878.5Kg/m2158.570吊车梁底钢板t=30Q235B0.29*0.060.01788235.5Kg/m232.782四四钢钢制制车车档档Q345B991144.4400
(一)GCD-188【暂估,图纸未体现,只说明图集】8114.3Kg/个914.40五五吊吊车车梁梁轨轨道道38kg/mQ345BGDGL-1138.73钢轨+8.86【联结件】+32.84【伸缩缝处接头】257.00257.001180.43
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