钢结构计算表

1、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1 1柱柱脚脚螺螺栓栓基基础础柱柱脚脚M24Q235B2*8161 16 6 M24M36Q235B6*2121 12 2M42Q235B6*4242 24 4M52Q235B8*302402 24 40 0M56Q235B6*30*23603 36 60 02 2高高强强螺螺栓栓M20M2

2、07 75 56 6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*228M M22221 15 56 60 0梁柱连接1-116*60960梁柱连接2-210*60600M M244 48 80 0梁柱连接5-516*30480二二实实腹腹柱柱3 37 70 05 53 35 5. .7 78 8（一一）GZ-1GZ-16464Q345BQ345B1GZ-1（柱高18.496m）64边柱H750*400*10*1618.49618.4966464156.843Kg/m185661.9602

3、2GZ-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*0.680.80246

4、060235.5Kg/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

5、/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*0.2

6、45*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=160.57

7、5*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.

8、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6

9、4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/m

10、2219.015t=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*80.3123

11、03078.5Kg/m2734.760（二二）KFZKFZ4 4H500*300*1H500*300*10*120*12Q345BQ345B18.36918.3694493.886Kg/m6898.3677364 4H500*300*1H500*300*10*120*12Q345BQ345B18.90818.9084493.886Kg/m7100.7859521 1柱柱脚脚节节点点1.1柱脚节点8 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.

12、10.1008817.24Kg/m13.792 2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*6H350*200*6*8*8Q345BQ345B4.4244.424747440.851Kg/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.

13、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*7.6533.0

14、6188157Kg/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

15、/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*0.170.05271

16、0010078.5Kg/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*0.5050.2538

17、878.5Kg/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Q345B9 91 14 4. .4 40 0（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】257.00257.001180.43Kg/m20670.510六六型型钢钢门门窗窗框框1 14 45 55 5. .1 12 20 01 1门门框框MKMK6C200*70*20*2.5Q235B(

18、10+7.2)*234.4667.05Kg/m1455.1202 2窗窗框框CKCKC200*70*20*2.5Kg/m0.000七七钢钢梁梁 屋屋面面梁梁Q345B2 25 56 68 81 15 5. .6 61 1（一一） 屋屋面面梁梁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*1211.95

19、3*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/m2

20、15504.56649.189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*16

21、9.486*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*0.1950.19402588125.6

22、Kg/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/m22933.162八八屋屋面面檩檩条条（一）檩条LT1 17 75 55 53 31 1. .4 40 01 119米跨檩

23、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/m23043.9

24、41九九墙墙面面檩檩条条7 70 04 47 79 9. .3 35 51 1（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Q

25、L1C200*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*2

26、0*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*0.3

27、0.06013*32*2+13*17*2127478.5Kg/m26000.540t=100.2*0.250.050127478.5Kg/m25000.450t=100.3*0.390.11713*45278.5Kg/m2477.594十十柱柱间间支支撑撑Q234BQ234B1 12 20 08 81 1. .1 12 26 61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

28、）*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/

29、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/m297.591十十一一钢钢支支撑撑3 33 30 05 50 0. .3 32 29 9（一一）屋屋面面钢钢支支撑撑Q235B1撑杆CG12+32*2.512121.581.5831*4*22480.888Kg/m2347.95432*2.532*2.51.51.52481.819Kg/m676.6682拉条LG圆钢121

30、.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YC L50*51.11.120*6212403.77Kg/m25142.280节点t=80.16*0.10.0161240/262062.8Kg/m2622.976（二二）墙墙面面钢钢支支撑撑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

31、*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*21480.8

32、88Kg/m260.2203撑杆（CG)121.581.5831*2*21240.888Kg/m173.97732*2.51.51.51241.819Kg/m338.334120.980.9831*2*2+6*2*21480.888Kg/m128.79632*2.50.90.91481.819Kg/m242.291121.681.681480.888Kg/m220.79232*2.51.61.61481.819Kg/m430.7394隅撑YC L50*51.11.131*13*2*2+6*13*2*219243.77Kg/m27978.828节点t=80.16*0.10.0161924/296

33、262.8Kg/m2966.6176（三三）屋屋面面支支撑撑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/m562.464十十二二钢钢支支撑撑 系系杆杆Q235B6 66 64 43 34 4. .1 19 91 1（一一）屋屋面面系系杆杆1屋面系杆XG1140*4.09.0-0.15*28.725*717513.416Kg/m20425.860屋面系杆XG1140*4.08.0-0.15*27.76*74213.416Kg/m4338.7342节点 钢板8厚0.16*0.1*80.16*0.1 0.01631*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*0.1 0.019434