钢结构计算表

钢结构计算表建筑面积：16446.64m2级别构件名称零件个数类型规格牌号长度（面积）计算 公式 小学单位换算公式大全免费下载公式下载行测公式大全下载excel公式下载逻辑回归公式下载 单件长度（面积）个数 计算公式 六西格玛计算公式下载结构力学静力计算公式下载重复性计算公式下载六西格玛计算公式下载年假计算公式 个数单重单重（单位）总重量预算量一螺栓1柱脚螺栓基础柱脚M24Q235B2*81616M2416M36Q235B6*21212M42Q235B6*42424M52Q235B8*30240240M56Q235B6*30*23603602高强螺栓M20756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*228M221560梁柱连接1-116*60960梁柱连接2-210*60600M24480梁柱连接5-516*30480二实腹柱370535.78（一）GZ-164Q345B1GZ-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）KFZ4H500*300*10*12Q345B18.36918.3694493.886Kg/m6898.3677364H500*300*10*12Q345B18.90818.9084493.886Kg/m7100.7859521柱脚节点1.1柱脚节点8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/m13.792柱顶节点2.1KFZ柱顶节点8连接钢板t=100.25*0.2150.053758878.5Kg/m233.76（三）女儿墙墙柱74H350*200*6*8Q345B4.4244.424747440.851Kg/m13373.63698与KFZ上钢梁连接板t=80.3*0.30.098862.8Kg/m245.2214.9三吊车梁209942.43（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/m232.782四钢制车档Q345B914.40（一）GCD-188【暂估，图纸未体现，只说明图集】8114.3Kg/个914.40五吊车梁轨道38kg/mQ345BGDGL-1138.73[钢轨]+8.86【联结件】+32.84【伸缩缝处接头】257.00257.001180.43Kg/m20670.510六型钢门窗框1455.1201门框MK6C200*70*20*2.5Q235B(10+7.2)*234.4667.05Kg/m1455.1202窗框CKC200*70*20*2.5Kg/m0.000七钢梁屋面梁Q345B256815.61（一）屋面梁1屋面梁GJ-1a8.146长4-300*128.146*0.32.44384494.2Kg/m2920.823848.192长4-300*128.192*0.32.45764494.2Kg/m2926.023688.188长4-766*108.188*0.7666.2720084478.5Kg/m21969.41111.953长8-300*1211.953*0.33.58598894.2Kg/m22702.3342411.953长4-526*1011.953*0.5266.2872784478.5Kg/m21974.2052929.013长4-400*169.013*0.43.605244125.6Kg/m21811.252488.496长4-400*168.496*0.43.398444125.6Kg/m21707.356169.012长4-1.014*109.012*1.0149.1381684478.5Kg/m22869.384752屋面梁GJ-1309.144长-300*129.144*0.32.74322*306094.2Kg/m215504.56649.189长-300*129.189*0.32.75672*306094.2Kg/m215580.86849.185长-767*109.185*0.7677.0448952*306078.5Kg/m233181.455459.947长-300*129.947*0.32.98414*3012094.2Kg/m233732.26649.947长-526*109.947*0.5265.2321222*306078.5Kg/m224643.2946210.015长-400*1610.015*0.44.0062*3060125.6Kg/m230189.2169.486长-400*169.486*0.43.79442*3060125.6Kg/m228594.598410.001长-1017*1010.001*1.01710.1710172*306078.5Kg/m247905.490072钢梁节点GJ-1a连接板t=160.75*0.30.22588125.6Kg/m2226.080连接板t=100.1*0.130.013161678.5Kg/m216.328连接板t=160.75*0.40.388125.6Kg/m2301.440连接板t=100.1*0.120.012161678.5Kg/m215.072连接板t=160.995*0.1950.19402588125.6Kg/m2194.956钢梁节点GJ-1连接板t=180.76*0.30.2254*30120141.3Kg/m23815.100连接板t=100.15*0.1050.015758*3024078.5Kg/m2296.730连接板t=160.75*0.40.34*30120125.6Kg/m24521.600连接板t=100.15*0.10.0158*3024078.5Kg/m2282.600连接板t=160.998*0.1950.194614*30120125.6Kg/m22933.162八屋面檩条（一）檩条LT175531.40119米跨檩条C250*80*20*3.0Q235B9-0.005*28.9938*2595010.315Kg/m288095.25828米跨檩条C250*80*20*3.0Q235B8+0.2-0.0058.19540*281410.315Kg/m268808.58038米跨檩条C250*80*20*3.0Q235B7.9-0.005*27.8938*415210.315Kg/m212370.573（二）节点1檩托板钢板t=8Q235B0.22*0.190.04232*38+8122462.8Kg/m23213.049钢板t=8Q235B0.22*0.080.040122462.8Kg/m23043.941九墙面檩条70479.351（一）墙面檩条QL1Q235B1A轴整跨墙面檩条QL1C200*70*20*2.59.0-0.01*28.9924*7+25*63187.05Kg/m20154.681整跨墙面檩条QL1C200*70*20*2.58+0.2-0.01*28.182*13267.05Kg/m1499.394整跨墙面檩条QLC200*70*20*2.58-0.01*27.982*13+2*6387.05Kg/m2137.842门边墙面檩条QL1C200*70*20*2.50.40.44*7288.262Kg/m92.534门边墙面檩条QL1C200*70*20*2.50.90.92*7148.262Kg/m104.1012D轴整跨墙面檩条QL1C200*70*20*2.59.0-0.01*28.9924*7+25*63187.05Kg/m20154.681整跨墙面檩条QL1C200*70*20*2.58+0.2-0.01*28.182*13267.05Kg/m1499.394整跨墙面檩条QLC200*70*20*2.58-0.01*27.982*13+2*6387.05Kg/m2137.842门边墙面檩条QL1C200*70*20*2.50.40.44*7288.262Kg/m92.534门边墙面檩条QL1C200*70*20*2.50.90.92*7148.262Kg/m104.10131轴整跨墙面檩条QL1C200*70*20*2.510.0-0.01*29.995*13657.05Kg/m4577.918整跨墙面檩条QL1C200*70*20*2.510.0-0.01*210.1913137.05Kg/m933.914420轴整跨墙面檩条QL1C200*70*20*2.510.0-0.01*29.995*13657.05Kg/m4577.918整跨墙面檩条QL1C200*70*20*2.510.0-0.01*210.1913137.05Kg/m933.9146节点6.1檩托板Q235Bt=100.2*0.30.06013*32*2+13*17*2127478.5Kg/m26000.540t=100.2*0.250.050127478.5Kg/m25000.450t=100.3*0.390.11713*45278.5Kg/m2477.594十柱间支撑Q234B12081.1261柱间支撑9跨2L90*61.1支撑构架2L90*617.0717.079*4368.35Kg/m5131.2421.2节点连接板钢板t=80.48*0.460.2214*93662.8Kg/m2499.185钢板t=80.06*0.110.0066（17.07/0.6）*2*951262.8Kg/m2212.214钢板t=80.74*0.350.2599962.8Kg/m2146.3872柱间支撑9跨2L90*62.1支撑构架2L90*69.669.669*4368.35Kg/m2903.7962.2节点连接板钢板t=80.48*0.460.2214*93662.8Kg/m2499.185钢板t=80.06*0.110.0066（9.66/0.6）*2*929962.8Kg/m2123.930钢板t=80.74*0.350.2599962.8Kg/m2146.3873柱间支撑6跨2L90*63.1支撑构架2L90*68.738.736*4248.35Kg/m1749.4923.2节点连接板钢板t=80.48*0.460.2214*63662.8Kg/m2499.185钢板t=80.06*0.110.0066（8.73/0.6）*2*617562.8Kg/m272.534钢板t=80.74*0.350.2596662.8Kg/m297.591十一钢支撑33050.329（一）屋面钢支撑Q235B1撑杆CG∮12+∮32*2.5∮12∮121.581.5831*4*22480.888Kg/m2347.954∮32*2.5∮32*2.51.51.52481.819Kg/m676.6682拉条LG圆钢∮121.561.58(32*29*2+34*2*2)*239840.888Kg/m25589.7113斜拉条XLG圆钢∮122.662.6631*4*22480.888Kg/m2585.7964隅撑YCL50*51.11.120*6212403.77Kg/m25142.280节点t=80.16*0.10.0161240/262062.8Kg/m2622.976（二）墙面钢支撑1拉条TT圆钢∮12A轴1.581.585*56*2+1*6*25720.888Kg/m802.5391.081.082*56*2+1*6*22360.888Kg/m226.333D轴1.581.585*56*2+2*6*25840.888Kg/m819.3751.081.082*56*2+1*6*22360.888Kg/m226.3331轴1.581.586*12*21440.888Kg/m202.0381.081.082*12*2480.888Kg/m46.03432轴1.581.586*12*21440.888Kg/m202.0381.081.082*12*2480.888Kg/m46.0342斜拉条XLT2.662.6631*2*21240.888Kg/m292.8982.542.5431*2*2+6*2*21480.888Kg/m333.8171.981.9831*2*2+6*2*21480.888Kg/m260.2203撑杆（CG)∮121.581.5831*2*21240.888Kg/m173.977∮32*2.51.51.51241.819Kg/m338.334∮120.980.9831*2*2+6*2*21480.888Kg/m128.796∮32*2.50.90.91481.819Kg/m242.291∮121.681.681480.888Kg/m220.792∮32*2.51.61.61481.819Kg/m430.7394隅撑YCL50*51.11.131*13*2*2+6*13*2*219243.77Kg/m27978.828节点t=80.16*0.10.0161924/296262.8Kg/m2966.6176（三）屋面支撑1SC1.1圆钢支撑SC9.0*10.0圆钢∮2213.4513.450（25*2+4*3）*21242.47Kg/m4119.4668.0*10.0圆钢∮2212.8112.810（6*2+4*2）*2402.47Kg/m1265.6281.2圆钢支撑连接-80*80*160.08*0.080.006124*2248125.6Kg/m2199.352圆钢支撑连接L100*100.150.150124*224815.12Kg/m562.464十二钢支撑系杆Q235B66434.191（一）屋面系杆1屋面系杆XG1∮140*4.09.0-0.15*28.725*717513.416Kg/m20425.860屋面系杆XG1∮140*4.08.0-0.15*27.76*74213.416Kg/m4338.7342节点钢板8厚0.16*0.1*80.16*0.10.01631*2*743462.8Kg/m2436.083钢板8厚0.16*0.160.16*0.160.02643443462.8Kg/m2697.733钢板8厚0.19*0.10.19*0.10.01943443462.8Kg/m2517.849钢板8厚0.77*0.30.77*0.3*20.46243443462.8Kg/m212591.902（二）柱间系杆ZXG11柱间系杆ZXG1∮140*4.09.0-0.15*28.725*2*315013.416Kg/m17507.880柱间系杆ZXG1∮140*4.08.0-0.15*27.76*2*33613.416Kg/m3718.9152节点钢板0.16*0.16*80.16*0.160.02631*2*3*237262.8Kg/m2598.057钢板t=80.718*0.1950.14037237262.8Kg/m23270.857616钢板t=80.19*0.350.06637237294.2Kg/m22330.3196十三钢天沟钢支架天沟支架图纸无体现13491.32镀锌钢板t=31.05*272.8286.442223.55Kg/m213491.3241210731.1十四型材屋面0.5mm厚基板，470型本色热镀铝锌暗扣板,75mm厚带进口WR8贴面粉红色离心玻璃纤维棉。980彩钢板m2273*30*2*1.005-4*257*1.005-1009.42214419.3414419.34单层彩钢板屋面m24*273*1.0051097.461097.46十五屋面采光板1.5mm厚940型中空FRP透明型采光板m218*0.9*1.005*31*21009.4221009.422十六压型钢板墙板0.48mm厚基板，373型暗扣式热镀铝锌彩板,基板，900型白灰色热镀铝锌彩板m2(273+60)*2*21.45-7.2*8.8*6-116*1.8*4-60.2*1.8*2-8*1.8*3-5.8*1.8-273.2*1.5-265.5*1.5-60.2*1.5-5.8*1.511892.9311892.93十七压型钢板雨棚㎡7.8*1.8*684.2484.24十八4米喉口通风气楼m257257