钢结构厂房工程工程量计算模板.xls

1、钢钢结结构构工工程程量量计计算算表表工工 程程名名称称：建建筑筑面面积积：7126.977126.97平平米米 序序号号分分项项名名称称数数量量榀榀单单件件根根数数钢钢材材类类型型及及规规格格设设计计规规格格构构件件数数量量单单 重重工工程程量量总总 计计长长度度 mmmm宽宽度度 mmmm面面积积单单体体构构件件kgkg合合 计计(kg)(kg)重重量量T T1钢钢架架部部分分（Q235B）1.11、GJ-112GZGZ2H(300500)*180*8*10腹板863094001158.482.52158.48翼缘板106309180289.151.14178.29柱底板2034024811

2、3.240.0813.24柱脚加劲板825012021.880.033.77柱脚垫块20808041.000.014.02梁柱连接板22670180120.830.1220.83柱头加劲板101359020.950.011.91抗剪件1010011.001.00小计381.54763.07GL-1GL-12H(300500)*180*8*10腹板83000400175.361.2075.36翼缘板103000180242.390.5484.78梁柱连接板22670180120.830.1220.83梁头加劲板101359020.950.011.911037018025.230.0710.461

3、04458623.000.046.01梁梁连接板22480180114.920.0914.92梁头加劲板101059020.740.011.48挑梁工20800122.3222.32檩托板622010061.040.026.22小计244.28488.56GL-2GL-22H300*180*8*10腹板877964001195.843.12195.84翼缘板1077961802110.161.40220.31梁梁连接板22480180114.920.0914.9222485180115.080.0915.08梁头加劲板101059020.740.011.48101159020.810.011.

4、62檩托板6220100121.040.0212.43小计461.69923.38QLQL1工14短柱工14596210.0720.14斜梁工141057217.8635.73梁柱连接板1222022044.560.0518.24梁梁连接板1230020025.650.0611.30檩托板622010081.040.028.29小计93.7093.70合计27224.631.21、GJ-26GZGZ2H(300800)*200*8*10腹板853165501183.612.92183.61翼缘板105316200283.461.06166.92柱底板20340248113.240.0813.2

5、4柱脚加劲板825012021.880.033.77柱脚垫块20808041.000.014.02梁柱连接板20920200128.890.1828.89柱头加劲板101359020.950.011.91抗剪件1010011.001.00小计403.36806.72GL-1GL-12H(450800)*200*8*10腹板834906251136.982.18136.98翼缘板103490200254.790.70109.59梁柱连接板20920200128.890.1828.89梁头加劲板101359020.950.011.911059020029.260.1218.53107159625.

6、390.0710.78梁梁连接板20630200119.780.1319.78梁头加劲板101359020.950.011.91挑梁工20800122.3222.32檩托板622010061.040.026.22小计356.89713.79GL-2GL-22H450*180*8*10腹板877964501220.313.51220.31翼缘板1077962002122.401.56244.79梁梁连接板20630200219.780.1339.56梁头加劲板101359040.950.013.82檩托板6220100141.040.0214.51小计523.001045.99GL-3GL-32

7、H(450600)*200*8*10腹板82956525197.461.5597.46翼缘板102956200246.410.5992.82梁梁连接板20630200219.780.1339.5620785200124.650.1624.65梁头加劲板101359020.950.011.9110959020.670.011.34檩托板622010041.040.024.14小计261.89523.77合计18541.581.31、GJ-2a1GZ-1GZ-12H(300800)*200*8*10腹板853165501183.612.92183.61翼缘板105316200283.461.061

8、66.92柱底板20340248113.240.0813.24柱脚加劲板825012021.880.033.77柱脚垫块20808041.000.014.02梁柱连接板20920200128.890.1828.89柱头加劲板101359020.950.011.91抗剪件1010011.001.00小计403.36806.72GZ-2GZ-22H300*200*8*10腹板863333001119.311.90119.31翼缘板106333200299.431.27198.86柱底板20340248113.240.0813.24柱脚加劲板825012021.880.033.77柱脚垫块20808

9、041.000.014.02梁柱连接板16400350117.580.1417.58抗剪件1010011.001.00小计357.78715.56GL-1GL-12H(450800)*200*8*10腹板834906251136.982.18136.98翼缘板103490200254.790.70109.59梁柱连接板20920200128.890.1828.89梁头加劲板101359020.950.011.911059020029.260.1218.53107159625.390.0710.78梁梁连接板22630200121.760.1321.76梁头加劲板101359020.950.01

10、1.91挑梁工20800122.3222.32檩托板622010061.040.026.22小计358.87717.74GL-2GL-22H450*200*8*10腹板877964501220.313.51220.31翼缘板1077962002122.401.56244.79梁梁连接板22630200221.760.1343.52梁头加劲板101359040.950.013.82梁柱连接板16400350217.580.1435.17檩托板6220100141.040.0214.51小计562.121124.24GL-3GL-32H(450600)*200*8*10腹板82956525197.

11、461.5597.46翼缘板102956200246.410.5992.82梁梁连接板22630200221.760.1343.5222785200127.110.1627.11梁头加劲板101359020.950.011.9110959020.670.011.34檩托板622010041.040.024.14小计268.31536.61合计3900.871.41、GJ-322GZ-1GZ-12200*150*4钢柱200*150*43650178.4078.40柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280

12、.001.13梁柱连接板1226026016.370.076.37小计107.35214.69GZ-2GZ-22200*150*4钢柱200*150*455681119.60119.60柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.076.37小计148.55297.09GZ-3GZ-32200*150*4钢柱200*150*476681164.71164.71柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.

13、98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.076.37小计193.65387.31GL-1GL-12200*150*4钢柱200*150*4167001358.72358.72梁柱连接板1226026036.370.0719.10梁梁连接板22475200116.410.1016.41柱头加劲板101058520.700.011.40檩托板6220100241.040.0224.87小计420.50840.99QLQL1工14短柱工14596210.0720.14斜梁工141057217.8635.73梁柱连接板1222022044.560.05

14、18.24梁梁连接板1230020025.650.0611.30檩托板622010081.040.028.29小计93.7093.70合计40343.261.51、GJ-42GZ-1GZ-11200*150*4钢柱200*150*420014.304.30HN400*20036501240.90240.90柱底板20620440142.830.2742.8314620440129.980.2729.98柱脚加劲板1025020043.930.0515.70825010041.570.036.28柱脚垫块8606080.230.001.81梁柱连接板1226026026.370.0712.74节

15、点83749622.250.044.51825025023.930.067.85825040016.280.106.28633021023.260.076.53小计379.70379.70GZ-2GZ-21200*150*4钢柱200*150*41918141.2041.20HN400*20036501240.90240.90柱底板20620440142.830.2742.8314620440129.980.2729.98柱脚加劲板1025020043.930.0515.70825010041.570.036.28柱脚垫块8606080.230.001.81梁柱连接板1226026026.37

16、0.0712.74节点83749622.250.044.51825025023.930.067.85825040016.280.106.28633021023.260.076.53小计416.60416.60GZ-3GZ-31200*150*4钢柱200*150*44018186.3186.31HN400*20036501240.90240.90柱底板20620440142.830.2742.8314620440129.980.2729.98柱脚加劲板1025020043.930.0515.70825010041.570.036.28柱脚垫块8606080.230.001.81梁柱连接板122

17、6026026.370.0712.74节点83749622.250.044.51825025023.930.067.85825040016.280.106.28633021023.260.076.53小计461.71461.71GZ-4GZ-41200*150*4钢柱200*150*43850182.7082.70柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.076.37小计111.64111.64GZ-5GZ-51200*150*4钢柱200*150*4

18、57031122.50122.50柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.076.37小计151.44151.44GZ-6GZ-61200*150*4钢柱200*150*478031167.61167.61柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.076.37小计196.55196.55GL-1GL-1220

19、0*150*4钢柱200*150*4167001358.72358.72梁柱连接板1226026036.370.0719.10梁梁连接板22475200116.410.1016.41柱头加劲板101058520.700.011.40檩托板6220100241.040.0224.87小计420.50840.99合计5117.281.61、GJ-51GZ-1GZ-11200*150*4钢柱200*150*43850182.7082.70柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226

20、026016.370.076.37小计111.64111.64GZ-2GZ-21200*150*4钢柱200*150*457021122.48122.48柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026016.370.076.37小计151.42151.42GZ-3GZ-31200*150*4钢柱200*150*478021167.59167.59柱底板20400310119.470.1219.47柱脚加劲板61507040.490.011.98柱脚垫块10606040.2

21、80.001.13梁柱连接板1226026016.370.076.37小计196.53196.53GZ-4GZ-41200*150*4钢柱200*150*44152189.1889.18柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026026.370.0712.74小计105.03105.03GZ-5GZ-51200*150*4钢柱200*150*42052144.0844.08柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026026.370.0712.74小

22、计59.9259.92GZ-6GZ-61200*150*4钢柱200*150*420014.304.30柱脚加劲板61507040.490.011.98柱脚垫块10606040.280.001.13梁柱连接板1226026026.370.0712.74小计20.1420.14GL-1GL-12200*150*4钢柱200*150*4167001358.72358.72梁柱连接板1226026036.370.0719.10梁梁连接板22475200116.410.1016.41柱头加劲板101058520.700.011.40檩托板6220100241.040.0224.87小计420.5084

23、0.99GL-2GL-21工16钢柱工16120401246.98246.98小计246.98246.98合计1732.661.71、GJ-4，GJ-5平台1GL-1GL-11HN400*200HN400*200120003792.002376.00小计2376.002376.001.8墙面檩托板62201007521.040.02779.22779.22合计100015.50100.02方管200*150*435414.6335.41H型钢HN400*2003821.403.822支支撑撑、附附件件部部分分（Q235B）2.1系杆XG-1120*5555826478.8120806.48连接

24、板61251105280.650.01341.9561601605281.210.03636.6461971255281.160.02612.3922397.472.2斜撑SC-1207406818.26146.112069842417.22413.342083352420.55493.302069383217.11547.492071143217.54561.382068003216.77536.60连接板L100*62003041.87569.703267.912.3柱撑ZC-1L100*684501652.47839.59连接板14616295419.970.1879.881439025

25、4810.890.1087.091432025488.930.0871.46夹板1012060320.570.0118.09ZC-2L80*571293244.271416.67连接板14616295819.970.18159.77143193081610.800.10172.77143302781610.080.09161.32夹板812060640.450.0128.94ZC-3L100*690112455.961343.00连接板14616295619.970.18119.83143902541210.890.10130.6414320254128.930.08107.19夹板10120

26、60480.570.0127.134763.372.4拉条WLT12160018641.422648.371227803362.47829.46CG32*2.515003362.73916.78QLT121000820.8972.82121300371.1542.711214001801.24223.781223852822.12597.24CG32*2.512442822.26638.125969.282.5隅撑YCL50*48203342.51838.078502402.60624.249304802.851365.986909010540.380.01402.113230.412.6门柱

27、、墙梁18a29016015861.235861.235861.232.X地脚螺栓M24/258507563.272474.01M30/321000486.31302.882776.89合计80448266.5648.273檩檩条条部部分分（Q235B）普通面漆3.1屋面檩条C220*75*20*2.06708000141455.4441455.443.2墙面檩条523轴C200*70*20*2.0117420016704.686704.682348轴C200*70*20*2.0143560018197.288197.2847轴C200*70*20*2.01255182716.711433.42合计57790.8257.79屋面外板（上0.4mm厚蓝色，下0.3mm厚蓝色）100mm厚岩棉板7657.82气楼外板（上0.4mm厚蓝色，下0.3mm厚蓝色）100mm厚岩棉板438.94阳光板64.00墙面外板（上0.4mm厚蓝色，下0.3mm厚蓝色）100mm厚岩棉板2244.38高强螺栓10.9级大六角头高强度螺栓2166.00普通螺栓4.8级普通C级螺栓14173.007126.97面面积积m2m2 工工 程程名名称称：建建筑筑面面积积：7126.977126.97平平米米 总总 计计2781平米平米平米平米套套