钢结构厂房工程工程量计算模板

1、钢结构工程量计算表工 程名称：建筑面积：7126.97平米序号分项名称数量榀单件 根数钢材类型及规格设计规格构件数量单重工程量总长度mm宽度mm面积单体构件kg合 计(kg)重量T1 二钢架部分(Q235B1.11、GJ-112GZ2H(300500)*180*8*10腹板863094001158.482.52158.48翼缘板106309180289.151.14178.29柱底板20340 :248113.24 :0.08 113.24柱脚加劲板825012021.880.033.77柱脚垫块20808041.000.01:4.02梁柱连接板22670180120.83 10.12 120

2、.83柱头加劲板101359020.950.011.91抗剪件10100 111.0011.00小计381.54763.07GL-12H(300500)*180*8*10腹板83000400175.361.2075.36翼缘板103000180242.390.5484.78梁柱连接板22670 :180120.83 10.12 120.83梁头加劲板101359020.950.011.911037018025.23 :0.07 :10.46104458623.000.046.01梁梁连接板22480180114.920.0914.92梁头加劲板10105 19020.740.01 1.48挑梁

3、工20800122.3222.32檩托板622010061.040.026.22小计244.28488.56GL-22H300*180*8*10腹板877964001195.843.12195.84翼缘板1077961802110.161.40220.31梁梁连接板22480180114.920.0914.9222485 11801r 15.08 10.09 115.08梁头加劲板101059020.740.011.48101159020.810.011.62檩托板6220100121.040.02 112.43小计461.69923.38QLr i工14短柱工14596210.0720.14

4、斜梁工141057217.8635.73梁柱连接板1222022044.560.05 :18.24梁梁连接板1230020025.650.0611.30檩托板6220 :1008P 1.0410.02 18.29小计93.7093.70合计27224.631.2 I1、GJ-26GZ2H(300800)*200*8*10腹板85316 :5501P 183.61：2.92 1183.61翼缘板105316200283.461.06166.92柱底板20340248113.240.08 I13.24柱脚加劲板825012021.880.03 :3.77柱脚垫块20808041.000.014.0

5、2梁柱连接板20920 12001P 28.89 :0.18 128.89柱头加劲板101359020.950.011.91抗剪件1010011.001.00小计403.36806.72GL-12H(450800)*200*8*10腹板83490 :6251P 136.98 12.18 1136.98翼缘板103490200254.790.70109.59梁柱连接板20920200128.890.18 128.89梁头加劲板101359020.950.011.911059020029.260.1218.5310715 19625.39 0.07 :10.78梁梁连接板20630200119.7

6、80.13 119.78梁头加劲板101359020.950.011.91挑梁工20800 11P 22.32 122.32檩托板622010061.040.026.22小计356.89713.79GL-21 2H450*180*8*10腹板877964501220.313.51220.31翼缘板107796 12002122.401.56 1244.79梁梁连接板20630200219.780.1339.56梁头加劲板101359040.950.013.82檩托板6220100141.040.02 114.51小计523.001045.99GL-3r 2H(450600)*200*8*10腹

7、板82956525197.461.5597.46翼缘板102956200246.410.5992.82梁梁连接板20630200219.780.13 139.5620785200124.650.1624.65梁头加劲板10135 19020.9510.0111.9110959020.670.011.34檩托板622010041.040.02 I4.14小计261.89523.77合计18541.581.3：1、GJ-2a1GZ-12H(300800)*200*8*10腹板853165501183.612.92 1183.61翼缘板105316：200283.46 11.06 166.92柱底板

8、20340248113.240.0813.24柱脚加劲板8250 :1202P 1.880.03 ；3.77柱脚垫块20808041.000.014.02梁柱连接板20920200128.890.18 128.89柱头加劲板101359020.950.011.91抗剪件1010011.001.00小计403.36806.72GZ-22H300*200*8*10腹板863333001119.311.90119.31翼缘板106333 12002P 99.43 :1.27 1198.86柱底板20340248113.240.0813.24柱脚加劲板825012021.880.033.77柱脚垫块2

9、080 n8041.000.01：4.02梁柱连接板16400350117.580.1417.58抗剪件10100 111.001.00小计357.78715.56GL-12H(450800)*200*8*10腹板8349016251136.982.18 1136.98翼缘板103490200254.790.70109.59梁柱连接板20920 12001P 28.89 10.18 128.89梁头加劲板101359020.950.011.911059020029.260.1218.53107159625.390.07 110.78梁梁连接板22630200121.760.1321.76梁头加

10、劲板10135 19020.95：0.0111.91挑梁工20800122.3222.32檩托板622010061.040.02 I6.22小计358.87717.74GL-22H450*200*8*10腹板87796 14501P 220.31 :3.51 :220.31翼缘板1077962002122.401.56244.79梁梁连接板22630200221.76 10.13 143.52梁头加劲板10135：9040.950.0厂3.82梁柱连接板16400350217.580.1435.17檩托板6220 :10014P 1.04：0.02 114.51小计562.121124.24G

11、L-32H(450600)*200*8*10腹板82956525197.461.5597.46翼缘板102956200246.410.5992.82梁梁连接板22630 12002P 21.76 10.13 :43.5222785200127.110.1627.11梁头加劲板101359020.950.011.911095 1902r 0.6710.01 11.34檩托板622010041.040.024.14小计268.31536.61合计3900.871.41、GJ-322GZ-1r 2 200*150*4钢柱 200*150*43650178.4078.40柱底板20400310119.

12、470.1219.47柱脚加劲板61507040.490.0111.98柱脚垫块10606040.280.001.13梁柱连接板12260 12601P 6.3710.07 16.37小计107.35214.69GZ-22 200*150*4钢柱 200*150*455681119.60119.60柱底板20400310119.470.1219.47柱脚加劲板6150 17040.49：0.0111.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.07 I6.37小计148.55297.09GZ-32 200*150*4钢柱 200*150*47668

13、 11P 164.71 1164.71柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块1060 n6040.280.00:1.13梁柱连接板1226026016.370.076.37小计193.65387.31GL-12 200*150*4钢柱 200*150*4167001358.72358.72梁柱连接板1226026036.370.07 :19.10梁梁连接板22475200116.410.1016.41柱头加劲板10105 18520.70 0.01；1.40檩托板6220100241.040.02 124.87小计420.5

14、0840.99QLr i工14短柱工14596210.0720.14斜梁工141057217.8635.73梁柱连接板1222022044.560.05 118.24梁梁连接板1230020025.650.0611.30檩托板6220 110081.040.02 18.29小计93.7093.70合计40343.261.5 I1、GJ-42GZ-1i 200*150*4钢柱 200*150*4200 11P 4.30：4.30HN400*20036501240.90 :240.90柱底板20620440142.830.2742.8314620440129.980.27 129.98柱脚加劲板1

15、025020043.930.0515.708250 :10041.57：0.03 :6.28柱脚垫块8606080.230.001.81梁柱连接板1226026026.370.07 I12.74节点83749622.250.04 :4.51825025023.930.067.858250 14001P 6.28:0.10 16.28633021023.260.076.53小计379.70379.70GZ-21 i 200*150*4钢柱 200*150*41918141.2041.20HN400*2003650 :1P 240.90 :240.90柱底板20620440142.830.2742

16、.8314620440129.980.27 I29.98柱脚加劲板1025020043.930.0515.70825010041.570.036.28柱脚垫块860 16080.23 0.00:1.81梁柱连接板1226026026.370.07 112.74节点83749622.250.044.518250 12502r 3.93:0.06 17.85825040016.280.106.28633021023.260.076.53小计416.60416.60GZ-31 200*150*4钢柱 200*150*44018 1186.3186.31HN400*20036501240.90240.

17、90柱底板20620440142.830.2742.8314620440129.980.27 129.98柱脚加劲板1025020043.930.0515.708250 11004P 1.57：0.03 16.28柱脚垫块8606080.230.00:1.81梁柱连接板1226026026.370.0712.74节点83749622.250.04 14.51825025023.930.067.858250 :40016.28：0.10:6.28633021023.260.076.53小计461.71461.71GZ-4I 1 200*150*4钢柱 200*150*43850182.7082.

18、70柱底板20400 13101P 19.470.12 119.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.00 11.13梁柱连接板12260：26016.370.07 :6.37小计111.64111.64GZ-5r i 200*150*4钢柱 200*150*457031122.50122.50柱底板20400310119.470.12 119.47柱脚加劲板61507040.490.01：1.98柱脚垫块10606040.280.001.13梁柱连接板12260 126016.37 0.07 :6.37小计151.44151.44GZ-61 2

19、00*150*4钢柱 200*150*47803 11P 167.61 1167.61柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块1060 n6040.280.00 11.13梁柱连接板1226026016.370.076.37小计196.55196.55GL-12 200*150*4钢柱 200*150*4167001358.72358.72梁柱连接板1226026036.370.07 119.10梁梁连接板22475200116.410.1016.41柱头加劲板10105 1852P 0.7010.0111.40檩托板6220

20、100241.040.02 :24.87小计420.50840.99合计5117.281.61、GJ-51GZ-1r 1 200*150*4钢柱 200*150*43850182.7082.70柱底板20400310119.470.12 I19.47柱脚加劲板61507040.490.01：1.98柱脚垫块10606040.280.001.13梁柱连接板12260 126016.370.07 16.37小计111.64111.64GZ-21 200*150*4钢柱 200*150*45702：1122.48 1122.48柱底板20400310119.470.1219.47柱脚加劲板6150

21、1704P 0.490.0111.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.07 16.37小计151.42151.42GZ-31 200*150*4钢柱 200*150*47802 11P 167.59 1167.59柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块1060 1604r 0.2810.00 11.13梁柱连接板1226026016.370.076.37小计196.53196.53GZ-41 1 200*150*4钢柱 200*150*44152189.1889.18柱脚

22、加劲板6150 17040.490.0111.98柱脚垫块10606040.280.001.13梁柱连接板1226026026.370.0712.74小计105.03105.03GZ-51 200*150*4钢柱 200*150*42052 11P 44.08 :44.08柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026026.370.07 112.74小计59.9259.92GZ-6r i 200*150*4钢柱 200*150*420014.304.30柱脚加劲板61507040.490.011.98柱脚垫块106060

23、40.280.00:1.13梁柱连接板1226026026.370.0712.74小计20.1420.14GL-12 200*150*4钢柱 200*150*4167001358.72 1358.72梁柱连接板12260：26036.370.07 19.10梁梁连接板22475200116.410.1016.41柱头加劲板10105 1852P 0.7010.0111.40檩托板6220100241.040.0224.87小计420.50840.99GL-211工16钢柱工16120401246.98246.98小计246.98246.98合计1732.661.71、GJ-4, GJ-5平台1

24、GL-11HN400*200HN400*200120003792.002376.00小计2376.002376.001.8：墙面檩托板62201007521.040.02：779.22779.22合计100015.50100.02方管 200*150*435414.6335.41H型钢HN400*2003821.403.822 :支撑、附件部分(Q235B2.1 I系杆XG-1 120*5555826478.8120806.48连接板61251105280.65 10.01：341.956160 1605281.210.03：636.6461971255281.160.02612.392239

25、7.472.2 I斜撑SC-1207406818.26146.112069842417.221413.342083352420.55 :493.302069383217.11547.492071143217.54 :561.382068003216.77536.60连接板L100*62003041.87：569.703267.912.3柱撑ZC-1L100*684501652.47 1839.59连接97 10.18：79.8814390254810.890.1087.091432025488.93 10.08；71.46夹板1012060320.570.0118.09ZC-2L80*571293244.27 11416.67连接970.18159.77143193081610.800.10172.77143302781610.0810.09；161.32夹板812060640.450.0128.94ZC-3L100*690112455.961343.00连接板146162956P 19.9710.18119.83143902541210.890.1013