廠房鋼結(jié)構(gòu)計(jì)算表（帶公式）

鋼結(jié)構(gòu)計(jì)算表,,,,,,,,,,,,,,,

建筑面積：16446.64m2,,,,,,,,,,,,,,,

級(jí)別,構(gòu)件名稱,零件個(gè)數(shù),類型,規(guī)格,牌號(hào),長(zhǎng)度（面積）計(jì)算公式,單件長(zhǎng)度（面積）,個(gè)數(shù)計(jì)算公式,個(gè)數(shù),單重,單重（單位）,總重量,預(yù)算量,,

一,螺栓,,,,,,,,,,,,,,

1,柱腳螺栓,,,,,,,,,,,,,,

基礎(chǔ)柱腳,M24,,,Q235B,,,,2*8,16,,,,16,M24,16

,M36,,,Q235B,,,,6*2,12,,,,12,,

,M42,,,Q235B,,,,6*4,24,,,,24,,

,M52,,,Q235B,,,,8*30,240,,,,240,,

,M56,,,Q235B,,,,6*30*2,360,,,,360,,

,,,,,,,,,,,,,,,,

2,高強(qiáng)螺栓,,,,,,,,,,,,,,

,M20,,,,,,,,,,,,756,,

,梁柱連接1-1,,,,,,,12*4,48,,,,,,

,梁柱連接2-2,,,,,,,10*4,40,,,,,,

,梁柱連接3-3,,,,,,,10*2+10*30,320,,,,,,

,梁柱連接4-4,,,,,,,10*2+10*30,320,,,,,,

,梁柱連接5-5,,,,,,,14*2,28,,,,,,

,M22,,,,,,,,,,,,1560,,

,梁柱連接1-1,,,,,,,16*60,960,,,,,,

,梁柱連接2-2,,,,,,,10*60,600,,,,,,

,M24,,,,,,,,,,,,480,,

,梁柱連接5-5,,,,,,,16*30,480,,,,,,

,,,,,,,,,,,,,,,,

二,實(shí)腹柱,,,,,,,,,,,,370535.78,,

（一）,GZ-1,64,,Q345B,,,,,,,,,,,

1,GZ-1（柱高18.496m）,64,,,,,,,,,,,,,

,邊柱,,H750*400*10*16,,,18.496,18.496,64,64,156.843,Kg/m,185661.9602,,,

2,GZ-1（柱高19.015m）,32,,,,,,,,,,,,,

,中柱,,H750*400*10*16,,,19.015,19.015,32,32,156.843,Kg/m,95435.82864,,,

3,柱腳節(jié)點(diǎn),,,,,,,,,,,,,,

3.1,邊軸柱腳節(jié)點(diǎn),64,,,,,,,,,,,,,

,柱腳加勁板,,t=25,,,0.25*0.335*6,0.503,60,60,196.25,Kg/m2,5916.9375,,,

,柱腳加勁板,,t=14,,,0.25*0.215*4,0.215,60,60,109.9,Kg/m2,1417.71,,,

,柱腳加勁板,,t=14,,,0.25*0.14*4,0.140,60,60,109.9,Kg/m2,923.16,,,

,墊板,,-80*80*20,,,0.08*0.08*6,0.038,60,60,157,Kg/m2,361.728,,,

,柱腳底板,,t=30,,,1.18*0.68,0.8024,60,60,235.5,Kg/m2,11337.912,,,

,工字鋼抗剪鍵,,［16a,,,0.1,0.100,60,60,17.24,Kg/m,103.44,,,

,柱腳加勁板,,t=18,,,0.25*0.27*6,0.405,4,4,141.3,Kg/m2,228.906,,,

,柱腳加勁板,,t=12,,,0.25*0.17*4,0.170,4,4,94.2,Kg/m2,64.056,,,

,柱腳加勁板,,t=12,,,0.25*0.075*4,0.075,4,4,94.2,Kg/m2,28.26,,,

,墊板,,-80*80*20,,,0.08*0.08*6,0.038,4,4,157,Kg/m2,24.1152,,,

,柱腳底板,,t=25,,,1.09*0.55,0.5995,4,4,196.25,Kg/m2,470.6075,,,

,工字鋼抗剪鍵,,［16a,,,0.1,0.100,4,4,17.24,Kg/m,6.896,,,

3.2,中軸柱腳節(jié)點(diǎn),32,,,,,,,,,,,,,

,柱腳加勁板,,t=22,,,0.25*0.32*6,0.480,30,30,172.7,Kg/m2,2486.88,,,

,柱腳加勁板,,t=14,,,0.25*0.205*4,0.205,30,30,109.9,Kg/m2,675.885,,,

,柱腳加勁板,,t=14,,,0.25*0.125*4,0.125,30,30,109.9,Kg/m2,412.125,,,

,墊板,,-80*80*20,,,0.08*0.08*6,0.038,30,30,157,Kg/m2,180.864,,,

,柱腳底板,,t=28,,,1.16*0.65,0.754,30,30,219.8,Kg/m2,4971.876,,,

,工字鋼抗剪鍵,,［16a,,,0.1,0.100,30,30,17.24,Kg/m,51.72,,,

,柱腳加勁板,,t=18,,,0.25*0.245*8,0.490,2,2,141.3,Kg/m2,138.474,,,

,柱腳加勁板,,t=10,,,0.25*0.15*4,0.150,2,2,78.5,Kg/m2,23.55,,,

,柱腳加勁板,,t=10,,,0.25*0.05*4,0.050,2,2,78.5,Kg/m2,7.85,,,

,墊板,,-80*80*20,,,0.08*0.08*6,0.038,2,2,157,Kg/m2,12.0576,,,

,柱腳底板,,t=22,,,1.05*0.5,0.525,2,2,172.7,Kg/m2,181.335,,,

,工字鋼抗剪鍵,,［16a,,,0.1,0.100,2,2,17.24,Kg/m,3.448,,,

4,柱中節(jié)點(diǎn),,,,,,,,,,,,,,

4.1,邊軸柱中節(jié)點(diǎn),64,,,,,,,,,,,,,

,牛腿鋼板,,t=10,,,0.438*0.575,0.252,64,64,78.5,Kg/m2,1265.2944,,,

,牛腿鋼板,,t=16,,,0.575*0.4,0.230,64,64,125.6,Kg/m2,1848.832,,,

,牛腿鋼板,,t=16,,,0.635*0.4,0.254,64,64,125.6,Kg/m2,2041.7536,,,

,牛腿鋼板,,t=14,,,0.195*0.257*2,0.100,64,64,109.9,Kg/m2,704.977728,,,

,牛腿鋼板,,t=14,,,0.195*0.718*4,0.560,64,64,109.9,Kg/m3,3939.097344,,,

,牛腿鋼板,,-360*360*16,,,0.36*0.36,0.130,64,64,125.6,Kg/m2,1041.77664,,,

4.2,中軸柱中節(jié)點(diǎn),32,,,,,,,,,,,,,

,牛腿鋼板,,t=10,,,0.438*0.575*2,0.504,32,32,78.5,Kg/m2,1265.2944,,,

,牛腿鋼板,,t=16,,,0.575*0.4*2,0.460,32,32,125.6,Kg/m2,1848.832,,,

,牛腿鋼板,,t=16,,,0.635*0.4*2,0.508,32,32,125.6,Kg/m2,2041.7536,,,

,牛腿鋼板,,t=14,,,0.195*0.257*4,0.200,32,32,109.9,Kg/m2,704.977728,,,

,牛腿鋼板,,t=14,,,0.195*0.718*4,0.560,32,32,109.9,Kg/m3,1969.548672,,,

,牛腿鋼板,,-360*360*16,,,0.36*0.36*2,0.259,32,32,125.6,Kg/m2,1041.77664,,,

,加勁鋼板,,t=12,,,0.768*0.194*2,0.298,32,32,94.2,Kg/m2,898.243,,,

5,柱頂節(jié)點(diǎn),,,,,,,,,,,,,,

5.1,邊軸柱頂節(jié)點(diǎn),64,,,,,,,,,,,,,

,柱頂,,t=12,,,0.4*0.735,0.294,64,64,94.2,Kg/m,1772.467,,,

,柱頂,,t=12,,,0.18*0.718*2,0.258,64,64,94.2,Kg/m,1558.324,,,

,柱頂加筋版,,t=10,,,0.1*0.95*2,0.190,64,64,78.5,Kg/m,954.560,,,

,拼接板,,-16*400*990,Q345B,,0.4*0.99*2,0.792,4,4,125.6,Kg/m2,397.901,,,

,,,-18*400*1000,Q345B,,0.4*1*2,0.080,60,60,141.3,Kg/m3,678.240,,,

,,,t=10,,,0.14*0.095*3,0.040,4,4,78.5,Kg/m2,12.529,,,

,,,t=10,,,0.1*0.155*3,0.047,60,60,78.5,Kg/m2,219.015,,,

,,,t=10,,,0.195*0.195*4,0.152,64,64,78.5,Kg/m2,764.150,,,

5.1,中軸柱頂節(jié)點(diǎn),32,,,,,,,,,,,,,

,拼接板,,-16*400*950,Q345B,,0.4*0.95*2,0.792,2,2,125.6,Kg/m2,198.950,,,

,,,-20*400*970,Q345B,,0.4*0.97*2,0.776,30,30,157,Kg/m2,3654.960,,,

,,,t=10,,,0.15*0.1*2,0.030,2,2,78.5,Kg/m2,4.710,,,

,,,t=10,,,0.11*0.165*2,0.036,30,30,78.5,Kg/m2,85.487,,,

,,,t=10,,,0.195*0.195*8,0.304,2,2,78.5,Kg/m2,47.759,,,

,,,t=10,,,0.195*0.2*8,0.312,30,30,78.5,Kg/m2,734.760,,,

（二）,KFZ,4,H500*300*10*12,Q345B,,18.369,18.369,4,4,93.886,Kg/m,6898.367736,,,

,,4,H500*300*10*12,Q345B,,18.908,18.908,4,4,93.886,Kg/m,7100.785952,,,

1,柱腳節(jié)點(diǎn),,,,,,,,,,,,,,

1.1,柱腳節(jié)點(diǎn),8,,,,,,,,,,,,,

,底板,,-540*340*20,,,0.54*0.34,0.184,8,8,157,Kg/m2,230.60,,,

,墊板,,-80*80*20,,,0.08*0.08*2,0.013,8,8,157,Kg/m2,16.0768,,,

,工字鋼抗剪鍵,,［16a,,,0.1,0.100,8,8,17.24,Kg/m,13.79,,,

2,柱頂節(jié)點(diǎn),,,,,,,,,,,,,,

2.1,KFZ柱頂節(jié)點(diǎn),8,,,,,,,,,,,,,

,連接鋼板,,t=10,,,0.25*0.215,0.05375,8,8,78.5,Kg/m2,33.76,,,

（三）,女兒墻墻柱,74,H350*200*6*8,Q345B,,4.424,4.424,74,74,40.851,Kg/m,13373.63698,,,

,與KFZ上鋼梁連接板,,t=8,,,0.3*0.3,0.09,8,8,62.8,Kg/m2,45.22,,,

,,,,,,,,,,14.9,,,,,

三,吊車梁,,,,,,,,,,,,209942.43,,

（一）,DCL-1,16,H800*12*400*20*300*20,Q345B,,,,,,,,,,,

,上翼鋼板,,-400*20,,,0.4*7.966,3.186,16,16,157,Kg/m2,8004.237,,,

,中間腹板,,-12,,,0.76*7.966,6.054,16,16,94.2,Kg/m2,9124.830,,,

,下翼鋼板,,-300*20,,,0.3*7.966,2.390,16,16,157,Kg/m2,6003.178,,,

,梁端鋼板,,t=12,,,0.812*0.27*2,0.43848,16,16,94.2,Kg/m2,660.877,,,

,,,t=10,,,0.31*0.17,0.0527,16,16,78.5,Kg/m2,66.191,,,

,梁中鋼板,,t=6,,,0.71*0.09*2*5,0.639,16,16,47.1,Kg/m2,481.550,,,

,,,,,,,,,,,,,,,,

（二）,DCL-1a,8,H800*12*400*20*300*20,Q345B,,,,,,,,,,,

,上翼鋼板,,-400*20,,,0.4*7.653,3.061,8,8,157,Kg/m2,3844.867,,,

,中間腹板,,-12,,,0.76*7.653,5.816,8,8,94.2,Kg/m2,4383.149,,,

,下翼鋼板,,-300*20,,,0.3*7.653,2.296,8,8,157,Kg/m2,2883.650,,,

,梁端鋼板,,t=12,,,0.812*0.27*2,0.21924,8,8,94.2,Kg/m2,165.219,,,

,,,t=10,,,0.31*0.17,0.0527,8,8,78.5,Kg/m2,33.096,,,

,梁中鋼板,,t=6,,,0.71*0.09*2*5,0.639,8,8,47.1,Kg/m2,240.775,,,

,梁中鋼板,,t=12,,,0.76*0.14*2,0.213,8,8,94.2,Kg/m2,160.366,,,

,梁中鋼板,,t=22,,,0.3*0.05,0.015,8,8,172.7,Kg/m2,20.724,,,

,梁中鋼板,,t=12,,,0.71*0.14*2,0.199,8,8,94.2,Kg/m2,149.816,,,

,,,,,,,,,,,,,,,,

(三）,DCL-2,100,H800*12*400*20*300*20,Q345B,,,,,,,,,,,

,上翼鋼板,,-400*20,,,0.4*8.966,3.586,100,100,157,Kg/m2,56306.480,,,

,中間腹板,,-12,,,0.76*8.966,6.814,100,100,94.2,Kg/m2,64189.387,,,

,下翼鋼板,,-300*20,,,0.3*8.966,2.690,100,100,157,Kg/m2,42229.860,,,

,梁端鋼板,,t=12,,,0.812*0.27*2,0.43848,100,100,94.2,Kg/m2,4130.482,,,

,,,t=10,,,0.31*0.17,0.0527,100,100,78.5,Kg/m2,413.695,,,

,梁中鋼板,,t=6,,,0.71*0.09*2*5,0.639,100,100,47.1,Kg/m2,3009.690,,,

,,,,,,,,,,,,,,,,

（四）,DCL與牛腿連接板（中跨）,120,,,,,,,,,,,,,

,梁中間拼接板,,t=10,Q235B,,0.25*0.3,0.075,120,120,78.5,Kg/m2,706.500,,,

,吊車梁底鋼板,,t=10,Q235B,,0.25*0.505*2,0.253,120,120,78.5,Kg/m2,2378.550,,,

,吊車梁底鋼板（設(shè)置柱下間支撐）,,t=20,Q235B,,0.29*0.25,0.073,18,18,125.6,Kg/m2,163.908,,,

（五）,DCL與牛腿連接板（邊跨）,8,,,,,,,,,,,,,

,吊車梁底鋼板,,t=10,Q235B,,0.25*0.505,0.253,8,8,78.5,Kg/m2,158.570,,,

,吊車梁底鋼板,,t=30,Q235B,,0.29*0.06,0.017,8,8,235.5,Kg/m2,32.782,,,

,,,,,,,,,,,,,,,,

四,鋼制車檔,,,Q345B,,,,,,,,,914.40,,

（一）,GCD-1,8,,,,,,8【暫估，圖紙未體現(xiàn)，只說(shuō)明圖集】,8,114.3,Kg/個(gè),914.40,,,

,,,,,,,,,,,,,,,,

五,吊車梁軌道,,38kg/m,Q345B,,,,,,,,,,,

,GDGL-1,1,38.73[鋼軌]+8.86【聯(lián)結(jié)件】+32.84【伸縮縫處接頭】,,,257.00,257.00,1,1,80.43,Kg/m,20670.510,,,

,,,,,,,,,,,,,,,,

六,型鋼門(mén)窗框,,,,,,,,,,,,1455.120,,

1,門(mén)框MK,6,C200*70*20*2.5,Q235B,,(10+7.2)*2,34.4,6,6,7.05,Kg/m,1455.120,,,

2,窗框CK,,C200*70*20*2.5,,,,,,,,Kg/m,0.000,,,

,,,,,,,,,,,,,,,,

七,鋼梁屋面梁,,,Q345B,,,,,,,,,256815.61,,

（一）,屋面梁,,,,,,,,,,,,,,

1,屋面梁GJ-1a,,,,,,,,,,,,,,

,8.146長(zhǎng),4,-300*12,,,8.146*0.3,2.4438,4,4,94.2,Kg/m2,920.82384,,,

,8.192長(zhǎng),4,-300*12,,,8.192*0.3,2.4576,4,4,94.2,Kg/m2,926.02368,,,

,8.188長(zhǎng),4,-766*10,,,8.188*0.766,6.272008,4,4,78.5,Kg/m2,1969.411,,,

,11.953長(zhǎng),8,-300*12,,,11.953*0.3,3.5859,8,8,94.2,Kg/m2,2702.33424,,,

,11.953長(zhǎng),4,-526*10,,,11.953*0.526,6.287278,4,4,78.5,Kg/m2,1974.205292,,,

,9.013長(zhǎng),4,-400*16,,,9.013*0.4,3.6052,4,4,125.6,Kg/m2,1811.25248,,,

,8.496長(zhǎng),4,-400*16,,,8.496*0.4,3.3984,4,4,125.6,Kg/m2,1707.35616,,,

,9.012長(zhǎng),4,-1.014*10,,,9.012*1.014,9.138168,4,4,78.5,Kg/m2,2869.384752,,,

,屋面梁GJ-1,30,,,,,,,,,,,,,

,9.144長(zhǎng),,-300*12,,,9.144*0.3,2.7432,2*30,60,94.2,Kg/m2,15504.5664,,,

,9.189長(zhǎng),,-300*12,,,9.189*0.3,2.7567,2*30,60,94.2,Kg/m2,15580.8684,,,

,9.185長(zhǎng),,-767*10,,,9.185*0.767,7.044895,2*30,60,78.5,Kg/m2,33181.45545,,,

,9.947長(zhǎng),,-300*12,,,9.947*0.3,2.9841,4*30,120,94.2,Kg/m2,33732.2664,,,

,9.947長(zhǎng),,-526*10,,,9.947*0.526,5.232122,2*30,60,78.5,Kg/m2,24643.29462,,,

,10.015長(zhǎng),,-400*16,,,10.015*0.4,4.006,2*30,60,125.6,Kg/m2,30189.216,,,

,9.486長(zhǎng),,-400*16,,,9.486*0.4,3.7944,2*30,60,125.6,Kg/m2,28594.5984,,,

,10.001長(zhǎng),,-1017*10,,,10.001*1.017,10.171017,2*30,60,78.5,Kg/m2,47905.49007,,,

2,鋼梁節(jié)點(diǎn)GJ-1a,,,,,,,,,,,,,,

,連接板,,t=16,,,0.75*0.3,0.225,8,8,125.6,Kg/m2,226.080,,,

,連接板,,t=10,,,0.1*0.13,0.013,16,16,78.5,Kg/m2,16.328,,,

,連接板,,t=16,,,0.75*0.4,0.3,8,8,125.6,Kg/m2,301.440,,,

,連接板,,t=10,,,0.1*0.12,0.012,16,16,78.5,Kg/m2,15.072,,,

,連接板,,t=16,,,0.995*0.195,0.194025,8,8,125.6,Kg/m2,194.956,,,

,鋼梁節(jié)點(diǎn)GJ-1,,,,,,,,,,,,,,

,連接板,,t=18,,,0.76*0.3,0.225,4*30,120,141.3,Kg/m2,3815.100,,,

,連接板,,t=10,,,0.15*0.105,0.01575,8*30,240,78.5,Kg/m2,296.730,,,

,連接板,,t=16,,,0.75*0.4,0.3,4*30,120,125.6,Kg/m2,4521.600,,,

,連接板,,t=10,,,0.15*0.1,0.015,8*30,240,78.5,Kg/m2,282.600,,,

,連接板,,t=16,,,0.998*0.195,0.19461,4*30,120,125.6,Kg/m2,2933.162,,,

,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,

八,屋面檁條,,,,,,,,,,,,,,

（一）,檁條LT,,,,,,,,,,,,175531.401,,

1,9米跨檁條,,C250*80*20*3.0,Q235B,,9-0.005*2,8.99,38*25,950,10.315,Kg/m2,88095.258,,,

2,8米跨檁條,,C250*80*20*3.0,Q235B,,8+0.2-0.005,8.195,40*2,814,10.315,Kg/m2,68808.580,,,

3,8米跨檁條,,C250*80*20*3.0,Q235B,,7.9-0.005*2,7.89,38*4,152,10.315,Kg/m2,12370.573,,,

（二）,節(jié)點(diǎn),,,,,,,,,,,,,,

1,檁托板,,,,,,,,,,,,,,

,鋼板,,t=8,Q235B,,0.22*0.19,0.042,32*38+8,1224,62.8,Kg/m2,3213.049,,,

,鋼板,,t=8,Q235B,,0.22*0.08,0.040,,1224,62.8,Kg/m2,3043.941,,,

,,,,,,,,,,,,,,,,

九,墻面檁條,,,,,,,,,,,,70479.351,,

（一）,墻面檁條QL1,,,Q235B,,,,,,,,,,,

1,A軸,,,,,,,,,,,,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,9.0-0.01*2,8.99,24*7+25*6,318,7.05,Kg/m,20154.681,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,8+0.2-0.01*2,8.18,2*13,26,7.05,Kg/m,1499.394,,,

,整跨墻面檁條QL,,C200*70*20*2.5,,,8-0.01*2,7.98,2*13+2*6,38,7.05,Kg/m,2137.842,,,

,門(mén)邊墻面檁條QL1,,C200*70*20*2.5,,,0.4,0.4,4*7,28,8.262,Kg/m,92.534,,,

,門(mén)邊墻面檁條QL1,,C200*70*20*2.5,,,0.9,0.9,2*7,14,8.262,Kg/m,104.101,,,

2,D軸,,,,,,,,,,,,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,9.0-0.01*2,8.99,24*7+25*6,318,7.05,Kg/m,20154.681,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,8+0.2-0.01*2,8.18,2*13,26,7.05,Kg/m,1499.394,,,

,整跨墻面檁條QL,,C200*70*20*2.5,,,8-0.01*2,7.98,2*13+2*6,38,7.05,Kg/m,2137.842,,,

,門(mén)邊墻面檁條QL1,,C200*70*20*2.5,,,0.4,0.4,4*7,28,8.262,Kg/m,92.534,,,

,門(mén)邊墻面檁條QL1,,C200*70*20*2.5,,,0.9,0.9,2*7,14,8.262,Kg/m,104.101,,,

3,1軸,,,,,,,,,,,,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,10.0-0.01*2,9.99,5*13,65,7.05,Kg/m,4577.918,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,10.0-0.01*2,10.19,13,13,7.05,Kg/m,933.914,,,

4,20軸,,,,,,,,,,,,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,10.0-0.01*2,9.99,5*13,65,7.05,Kg/m,4577.918,,,

,整跨墻面檁條QL1,,C200*70*20*2.5,,,10.0-0.01*2,10.19,13,13,7.05,Kg/m,933.914,,,

6,節(jié)點(diǎn),,,,,,,,,,,,,,

6.1,檁托板,,,Q235B,,,,,,,,,,,

,t=10,,,,,0.2*0.3,0.060,13*32*2+13*17*2,1274,78.5,Kg/m2,6000.540,,,

,t=10,,,,,0.2*0.25,0.050,,1274,78.5,Kg/m2,5000.450,,,

,t=10,,,,,0.3*0.39,0.117,13*4,52,78.5,Kg/m2,477.594,,,

,,,,,,,,,,,,,,,,

十,柱間支撐,,,Q234B,,,,,,,,,12081.126,,

1,柱間支撐,9跨,2L90*6,,,,,,,,,,,,

1.1,支撐構(gòu)架,,,,,,,,,,,,,,

,2L90*6,,,,,17.07,17.07,9*4,36,8.35,Kg/m,5131.242,,,

1.2,節(jié)點(diǎn)連接板,,,,,,,,,,,,,,

,鋼板,,t=8,,,0.48*0.46,0.221,4*9,36,62.8,Kg/m2,499.185,,,

,鋼板,,t=8,,,0.06*0.11,0.0066,（17.07/0.6）*2*9,512,62.8,Kg/m2,212.214,,,

,鋼板,,t=8,,,0.74*0.35,0.259,9,9,62.8,Kg/m2,146.387,,,

,,,,,,,,,,,,,,,,

2,柱間支撐,9跨,2L90*6,,,,,,,,,,,,

2.1,支撐構(gòu)架,,,,,,,,,,,,,,

,2L90*6,,,,,9.66,9.66,9*4,36,8.35,Kg/m,2903.796,,,

2.2,節(jié)點(diǎn)連接板,,,,,,,,,,,,,,

,鋼板,,t=8,,,0.48*0.46,0.221,4*9,36,62.8,Kg/m2,499.185,,,

,鋼板,,t=8,,,0.06*0.11,0.0066,（9.66/0.6）*2*9,299,62.8,Kg/m2,123.930,,,

,鋼板,,t=8,,,0.74*0.35,0.259,9,9,62.8,Kg/m2,146.387,,,

,,,,,,,,,,,,,,,,

3,柱間支撐,6跨,2L90*6,,,,,,,,,,,,

3.1,支撐構(gòu)架,,,,,,,,,,,,,,

,2L90*6,,,,,8.73,8.73,6*4,24,8.35,Kg/m,1749.492,,,

3.2,節(jié)點(diǎn)連接板,,,,,,,,,,,,,,

,鋼板,,t=8,,,0.48*0.46,0.221,4*6,36,62.8,Kg/m2,499.185,,,

,鋼板,,t=8,,,0.06*0.11,0.0066,（8.73/0.6）*2*6,175,62.8,Kg/m2,72.534,,,

,鋼板,,t=8,,,0.74*0.35,0.259,6,6,62.8,Kg/m2,97.591,,,

,,,,,,,,,,,,,,,,

十一,鋼支撐,,,,,,,,,,,,33050.329,,

（一）,屋面鋼支撐,,,Q235B,,,,,,,,,,,

1,撐桿CG,,∮12+∮32*2.5,,,,,,,,,,,,

,∮12,,∮12,,,1.58,1.58,31*4*2,248,0.888,Kg/m2,347.954,,,

,∮32*2.5,,∮32*2.5,,,1.5,1.5,,248,1.819,Kg/m,676.668,,,

2,拉條LG,,圓鋼∮12,,,1.56,1.58,(32*29*2+34*2*2)*2,3984,0.888,Kg/m2,5589.711,,,

3,斜拉條XLG,,圓鋼∮12,,,2.66,2.66,31*4*2,248,0.888,Kg/m2,585.796,,,

4,隅撐YC,,L50*5,,,1.1,1.1,20*62,1240,3.77,Kg/m2,5142.280,,,

,節(jié)點(diǎn),,t=8,,,0.16*0.1,0.016,1240/2,620,62.8,Kg/m2,622.976,,,

（二）,墻面鋼支撐,,,,,,,,,,,,,,

1,拉條TT,,圓鋼∮12,,,,,,,,,,,,

,A軸,,,,,1.58,1.58,5*56*2+1*6*2,572,0.888,Kg/m,802.539,,,

,,,,,,1.08,1.08,2*56*2+1*6*2,236,0.888,Kg/m,226.333,,,

,D軸,,,,,1.58,1.58,5*56*2+2*6*2,584,0.888,Kg/m,819.375,,,

,,,,,,1.08,1.08,2*56*2+1*6*2,236,0.888,Kg/m,226.333,,,

,1軸,,,,,1.58,1.58,6*12*2,144,0.888,Kg/m,202.038,,,

,,,,,,1.08,1.08,2*12*2,48,0.888,Kg/m,46.034,,,

,32軸,,,,,1.58,1.58,6*12*2,144,0.888,Kg/m,202.038,,,

,,,,,,1.08,1.08,2*12*2,48,0.888,Kg/m,46.034,,,

2,斜拉條XLT,,,,,2.66,2.66,31*2*2,124,0.888,Kg/m,292.898,,,

,,,,,,2.54,2.54,31*2*2+6*2*2,148,0.888,Kg/m,333.817,,,

,,,,,,1.98,1.98,31*2*2+6*2*2,148,0.888,Kg/m,260.220,,,

3,撐桿（CG),,,,,,,,,,,,,,

,∮12,,,,,1.58,1.58,31*2*2,124,0.888,Kg/m,173.977,,,

,∮32*2.5,,,,,1.5,1.5,,124,1.819,Kg/m,338.334,,,

,∮12,,,,,0.98,0.98,31*2*2+6*2*2,148,0.888,Kg/m,128.796,,,

,∮32*2.5,,,,,0.9,0.9,,148,1.819,Kg/m,242.291,,,

,∮12,,,,,1.68,1.68,,148,0.888,Kg/m,220.792,,,

,∮32*2.5,,,,,1.6,1.6,,148,1.819,Kg/m,430.739,,,

4,隅撐YC,,L50*5,,,1.1,1.1,31*13*2*2+6*13*2*2,1924,3.77,Kg/m2,7978.828,,,

,節(jié)點(diǎn),,t=8,,,0.16*0.1,0.016,1924/2,962,62.8,Kg/m2,966.6176,,,

（三）,屋面支撐,,,,,,,,,,,,,,

1,SC,,,,,,,,,,,,,,

1.1,圓鋼支撐SC,,,,,,,,,,,,,,

,9.0*10.0,,圓鋼∮22,,,13.45,13.450,（25*2+4*3）*2,124,2.47,Kg/m,4119.466,,,

,8.0*10.0,,圓鋼∮22,,,12.81,12.810,（6*2+4*2）*2,40,2.47,Kg/m,1265.628,,,

1.2,圓鋼支撐連接,,-80*80*16,,,0.08*0.08,0.006,124*2,248,125.6,Kg/m2,199.352,,,

,圓鋼支撐連接,,L100*10,,,0.15,0.150,124*2,248,15.12,Kg/m,562.464,,,

,,,,,,,,,,,,,,,,

十二,鋼支撐系桿,,,Q235B,,,,,,,,,66434.191,,

（一）,屋面系桿,,,,,,,,,,,,,,

1,屋面系桿XG1,,∮140*4.0,,,9.0-0.15*2,8.7,25*7,175,13.416,Kg/m,20425.860,,,

,屋面系桿XG1,,∮140*4.0,,,8.0-0.15*2,7.7,6*7,42,13.416,Kg/m,4338.734,,,

2,節(jié)點(diǎn),,,,,,,,,,,,,,

,鋼板8厚,,0.16*0.1*8,,,0.16*0.1,0.01