厂房钢结构计算表和工程报价表.xlsx

1、分项名称构件名称截面类型编号-钢柱-GJ-1热轧H型钢5-5槽钢6-67-7/8-8钢柱上加劲板-女儿墙热轧H型钢-GJ-1a热轧H型钢5-5槽钢6-67-7/8-8钢柱上加劲板抗风柱热轧H型钢9-9-钢梁-GJ-1热轧H型钢热轧H型钢1-12-2/3-34-4-GJ-1a热轧H型钢热轧H型钢1-12-2/3-34-4-吊车梁-GDML7.5-1BF热轧H型钢不计入工程量1#节点2#节点3#节点4#节点5#节点6#节点7#节点8#节点9#节点LB1角钢7-7角钢9-9-GDLM7.6-1Z热轧H型钢不计入工程量1#节点2#节点3#节点4#节点5#节点6#节点LB1角钢7-7角钢9-9-地脚螺栓

2、-M24-M39-屋面檩条-XZ角钢-墙面檩条-QL-1C200*70*20*2.2A/E轴-QL-22C200*70*20*2.2A/E轴-QL-32C200*70*20*2.03轴8轴-QL-42C200*70*20*2.018轴-窗柱CZC200*70*20*2.0A/E轴3/18轴3/18轴-门柱MZ2C200*70*20*2.0A/E轴-门梁ML2C200*70*20*2.0A/E轴-柱间支撑-ZC-1角钢1#节点2#节点角钢角钢角钢3#节点4#节点-水平支撑-SC-1-系杆-XG-1A/E轴C轴-隅撑-梁与檩条隅撑角钢-柱与梁隅撑角钢A/E轴角钢1轴角钢17轴-拉条-LT-1-斜拉

3、条进深1100mm进深1400mm-墙面直拉条A/E轴1轴17轴-墙面斜拉条A/E轴1轴17轴-套管-屋面直拉条撑杆-墙面直拉条套管A/E轴1轴17轴-钢天沟-天沟角钢-雨棚-雨棚热轧H型钢1-1截面规格长度mm零件数构件数31H500*280*6*1410000+300-50301-25*530830301-12*1602501201-18*25080+185-31201-14*250265*2-2801201C10120301-10*137500-14*22401-14*240240301-10*135220-14601-14*500140+140301-14*280547301-8*13

4、7780601-8*400140-3601-8*4502803011H200*150*6*81200+250341-8*210280681-6*2001803411H600*280*6*1410000+300-5041-25*53083041-12*160250161-18*25080+185-3161-14*250265*2-280161C1012041-10*137500-14*2321-14*24024041-10*135220-1481-14*500140+14041-14*28054741-8*13778081-8*400140-381-8*45028041H350*200*6*10

5、-901016261-20*24039061-10*250120-3121-10*18050+80+5061M20高强螺栓12121H750-350*250*6*125932301H350-650*200*6*106433301-16*280915601-10*85130901-10*1351501201M20高强螺栓4201-18*250535601-10*901351201M20高强螺栓240118*200830301-10*90140601M20高强螺栓15011H750-350*250*6*12593241H650-350*200*6*10643341-16*28091581-10*8

6、5130121-10*135150161M20高强螺栓561-18*25053581-10*90135161M20高强螺栓32118*20083041-10*9014081M20高强螺栓20121H600*320*6*14041-14*3207500-5-12-541-10*2407500-5-12-541-6*5727500-5-12-541-12*210600+20-841-6*90600-14*2-50561-10*21024041-12*90600-14*281-8*110600-14*2-5081-20*5032041M20高强螺栓1321M20高强螺栓361-10*10030+30

7、81-10*120800-500-16081M20高强螺栓161L110*712081-20*18025041-10*20024081-10*20045081M20高强螺栓321L75*6106181M16高强螺栓161H600*320*6*140281-14*3207600-5-12-5-12281-10*2407600-5-12-5-12281-6*5727600-5-12-5-12281-12*210600+20-8561-6*90600-14*2-503921-10*210240561M20高强螺栓1341M20高强螺栓361-10*10030+30561-10*120800-500-

8、160561M20高强螺栓1121L110*7120561-20*18025041-10*20024081-10*20045081M20高强螺栓321L75*6106181M16高强螺栓16121D24150+50+640+110241-16*80802411D39210+10002041-22*1301302041-8*50100816111Z180*70*20*2.27600+50401Z180*70*20*2.076002801-6*1501803401-6*801703401-6*150180341-6*80170341L50*450060191C200*70*20*2.2122000

9、+(140+60+45+110+45)*2101-6*1502001701-6*801901701C200*70*20*2.21600+(140+60+45+110+45)41C200*70*20*2.22800301-6*150200341-6*80190341C200*70*20*2.21600+(140+60+45+110+45)81C200*70*20*2.23200301-6*150200341-6*801903412C200*70*20*2.27600+(140+60+45+110+45)42-6*15020082-6*8019082C200*70*20*2.27600202-6*

10、150200402-6*801904021C200*70*20*2.026500+(140+60+45+110+45)*2101-6*150200251-6*80190251C200*70*20*2.01450+(140+60+45+110+45)121C200*70*20*2.02500181-6*150200151-6*80190151C200*70*20*2.026500+(140+60+45+110+45)*2101-6*150200251-6*80190251C200*70*20*2.01450+(140+60+45+110+45)121C200*70*20*2.02500181-6

11、*150200151-6*801901512C200*70*20*2.026500+(140+60+45+110+45)*222-6*15020052-6*80190521C200*70*20*2.02000321C200*70*20*2.03000481C200*70*20*2.02000161C200*70*20*2.030001611C200*70*20*2.24650321-10*200260161D8150+100+150+100+1503211C200*70*20*2.2760032111L125*89387.6-（25+125+25）321-8*250400321-10*6407

12、5+20+125+20+7581L63*6125+1253201L80*73320321L90*77600-（140-3）*2-17*281-12*3687600-（140-3）*2-17*2161-8*9039+39+17+150161-8*11090+50*2721-8*250400321-8*10080+8064111D209850161D209882.6161-10*80200321-10*150160181M20花篮螺栓32111D121*3.57600-（140-3）*2+（40+60+10）*2）321D121*3.57600-（100-3）*2+（40+60+10）*2）161

13、-8*137500-14*2641-10*100160641-10*200200641M16高强螺栓1281-10*97500-10*2321-10*6065+70+65321-10*100160321-10*200200321M16高强螺栓64121L50*4907.33601-6*10010036011L50*48921201-8*80801201L50*4892121-8*8080121L50*4892121-8*808012162D121100+150*2642D121300+150*2642D121400+150*24482D12500+150*2322-3*4040121621D1

14、22738.6641D122871.3641-3*404025612D122160+150*2642D121500+150*21282D121200+150*282D12800+150*282D121500+150*2162D121200+150*282D12800+150*282D121500+150*2162-3*4040102421D122779.8321D122921.4321D122468.381D122627.881D122468.381D122627.881-3*4040192121D32*2.01100641D32*2.014006411D32*2.01200321D32*2.

15、01500321D32*2.0120081D32*2.0150081D32*2.0120081D32*2.015008122-3*102012156012L30*340060288H200-250*150*6*8150028C200*70*20*2.5760018C220*75*20*2.5760018-18*18043028-10*909048M20高强螺栓168-8*137500-2*1448零件名称材质单重kg总重kg表面积41636.771025.2134126.0834126.08812.55Q355B858.725760.87648.21柱垫板Q355B86.332589.9128

16、.43加劲肋1Q355B3.77452.1610.78加劲肋2Q355B9.261110.6217.93加劲肋3Q355B6.87824.2516.68抗剪键Q355B1.236.031.31牛腿加劲肋Q355B5.081218.2733.96牛腿上垫块Q355B6.33189.913.86牛腿加劲肋Q355B2.18130.993.75牛腿上Q355B15.39461.589.06牛腿下Q355B16.83504.979.88斜加劲肋Q355B6.71402.6513.7下加劲肋Q355B3.44206.497.09上盖板Q355B7.91237.387.911664.821664.8259

17、.84女儿墙立柱Q355B39.881356.0748.71女儿墙立柱托板Q355B3.69251.18.53女儿墙立柱盖板Q355B1.757.652.65845.875845.87152.82Q355B906.973627.8994.63柱垫板Q355B86.33345.323.79加劲肋1Q355B3.7760.291.44加劲肋2Q355B9.26148.082.39加劲肋3Q355B6.87109.92.22抗剪键Q355B1.24.80.18牛腿加劲肋Q355B5.08162.444.53牛腿上垫块Q355B6.3325.320.51牛腿加劲肋Q355B2.1817.460.5牛腿

18、上Q355B15.3961.541.21牛腿下Q355B16.8367.331.32斜加劲肋Q355B6.7153.691.83下加劲肋Q355B3.4427.530.95上盖板Q355B7.9131.651.05KFZ-1Q355B161.94971.6533.78垫板Q355B14.788.171.27加劲肋Q355B2.327.550.79抗风柱与钢梁连接板Q355B2.5415.260.4331095.9897.6527437.5727437.57792.03Q355B426.6812800.32371.85Q355B347.5410426.3345.15连接板Q355B32.1819

19、30.7233.04加劲肋1Q355B0.8778.072.38加劲肋2Q355B1.59190.765.54连接板Q355B18.91133.9317.75加劲肋1Q355B0.95114.453.46连接板Q355B23.46703.6711.07加劲肋1Q355B0.9959.351.793658.333658.33105.62Q355B426.681706.7149.58Q355B347.541390.1746.02连接板Q355B32.18257.434.41加劲肋1Q355B0.8710.410.32加劲肋2Q355B1.5925.430.74连接板Q355B18.9151.192

20、.37加劲肋1Q355B0.9515.260.46连接板Q355B23.4693.821.48加劲肋1Q355B0.997.910.2422156.31650.652886.532886.5385.13Q355B000上盖板Q355B262.991051.9520.02下盖板Q355B140.89563.5414.98侧板Q355B201.47805.8734.61端头板1Q355B12.1148.431.11双侧加劲肋Q355B2.21123.915.67端头板2Q355B3.9615.830.44端头板3Q355B4.8538.80.95端头板4Q355B3.6128.851Q355B2.

21、5110.050.19下部螺栓上部螺栓垫块Q355B0.473.770.12连接板Q355B1.3210.550.31Q355B1.4311.450.42仅有柱间支撑处有Q355B7.0728.260.43仅有柱间支撑处有Q355B3.7730.140.84仅有柱间支撑处有Q355B7.0756.521.54仅有柱间支撑处有仅有柱间支撑处有Q355B7.3358.612.519269.7819269.78565.52Q355B000上盖板Q355B266.087450.27141.77下盖板Q355B142.543991.22106.06侧板Q355B203.845707.44245.09端头

22、板1Q355B12.11677.9715.5双侧加劲肋Q355B2.21867.439.71端头板2Q355B3.96221.566.15下部螺栓上部螺栓垫块Q355B0.4726.380.85连接板Q355B1.3273.852.17Q355B1.4380.162.91仅有柱间支撑处有Q355B7.0728.260.43仅有柱间支撑处有Q355B3.7730.140.84仅有柱间支撑处有Q355B7.0756.521.54仅有柱间支撑处有仅有柱间支撑处有Q355B7.3358.612.53266.6451.74100.26100.262.15Q355B3.3780.971.72垫板Q355B

23、0.819.290.433166.383166.3849.59Q355B11.352314.7630.24垫板Q355B2.92595.49.23加劲板Q355B0.31256.2210.1214514.681712.8714514.6814514.681712.87Q355B46.741869.66209.92Q355B42.2811838.061464.06檩托板Q355B1.27432.3819.71檩托板Q355B0.64217.7910.27屋脊檩托板1Q355B1.2743.241.97屋脊檩托板2Q355B0.6421.781.03Q355B1.5391.775.9121322.

24、312419.679687.249687.241062.91墙檩1Q355B787.277872.71891.53墙托1Q355B1.41240.2110.91墙托2Q355B0.72121.715.72墙檩1Q355B12.8251.295.81墙檩1Q355B17.95538.5260.98墙托1Q355B1.4148.042.18墙托2Q355B0.7224.341.14墙檩1Q355B12.82102.5811.62墙檩1Q355B20.52615.4669.7墙托1Q355B1.4148.042.18墙托2Q355B0.7224.341.141281.812563.61276.56墙

25、檩2Q355B51.29410.346.46墙托1Q355B1.4122.611.03墙托2Q355B0.7211.450.54墙檩2Q355B48.721948.94220.7墙托1Q355B1.41113.045.14墙托2Q355B0.7257.272.694143.884143.88503.14墙檩3Q355B159.431594.32198.74墙托1Q355B1.4135.331.61墙托2Q355B0.7217.90.84墙檩3Q355B10.8129.6516.16墙檩3Q355B14.6262.832.76墙托1Q355B1.4121.20.96墙托2Q355B0.7210.

26、740.5墙檩3Q355B159.431594.32198.74墙托1Q355B1.4135.331.61墙托2Q355B0.7217.90.84墙檩3Q355B10.8129.6516.16墙檩3Q355B14.6262.832.76墙托1Q355B1.4121.20.96墙托2Q355B0.7210.740.5329.51659.0280.48墙檩3Q355B159.43637.7379.5墙托1Q355B1.4114.130.64墙托2Q355B0.727.160.341681.921681.92209.66Q355B11.68373.7646.59Q355B17.52840.96104

27、.83Q355B11.68186.8823.3Q355B17.52280.3234.941027.481027.48110.36门柱Q355B29.81953.96108.03门柱柱脚垫板Q355B4.0865.311.81Q355B0.268.210.521559.161559.16176.56Q355B48.721559.16176.5611251.29330.9211251.2911251.29330.92Q355B142.834570.63145.04Q355B6.28200.966.73Q355B15.83126.63.38Q355B1.43457.6819.76Q355B28.39

28、05.733.36Q355B70.41563.2920.65连接板Q355B252.784044.588.81连接板Q355B1.3922.160.79填板Q355B1.3194.53.36Q355B6.28200.966.73Q355B164.312.31852.7222.02852.72852.7222.02Q355B24.29388.679.9Q355B24.37389.959.94连接板1Q355B1.2640.191.2连接板2Q355B1.8833.910.984301.32155.354301.324301.32155.35系杆Q355B72.072306.2286.44系杆Q3

29、55B72.881166.0943.71柱与系杆连接板Q355B4.06259.98.9Q355B1.2680.382.38Q355B3.14200.965.63梁与系杆连接板1Q355B3.66116.963.35梁与系杆连接板2Q355B0.9430.140.93Q355B1.2640.191.19Q355B3.14100.482.821619.5199.921168.721168.7272.41隅撑Q355B2.78999.1664.35连接板Q355B0.47169.568.06450.79450.7927.51隅撑Q355B2.73327.4421.09连接板Q355B0.448.2

30、31.84隅撑Q355B2.7332.742.11连接板Q355B0.44.820.18隅撑Q355B2.7332.742.11连接板Q355B0.44.820.183342.33152.14915.171830.3482.78Q355B1.24159.16.76Q355B1.42181.827.72Q355B1.511352.3257.42Q355B0.7145.461.93垫板Q355B0.0491.648.95328.41328.4114.48Q355B2.43155.616.61Q355B2.55163.156.93Q355B0.049.650.9447194244.24Q355B2.

31、18279.5611.87Q355B1.6409.1117.37Q355B1.3321.310.9Q355B0.9815.630.66Q355B1.651.142.17Q355B1.3321.310.9Q355B0.9815.630.66Q355B1.651.142.17Q355B0.0477.177.54241.58241.5810.64进深1200Q355B2.4778.973.35进深1500Q355B2.59833.52Q355B2.1917.530.74Q355B2.3318.660.79Q355B2.1917.530.74Q355B2.3318.660.79Q355B0.047.2

32、30.71428.5429.14236.75236.7516.09Q355B1.63104.177.08Q355B2.07132.589.01191.79191.7913.05Q355B1.7856.823.86Q355B2.2271.034.83Q355B1.7814.210.97Q355B2.2217.761.21Q355B1.7814.210.97Q355B2.2217.761.215905.89503.062952.955905.89503.06Q355B29205839.99497.44Q355B0.5565.95.621932.58124.02241.571932.58124.02

33、Q355B43.03688.5424.91Q355B55.18441.4743.78Q355B59.66477.2847.42Q355B10.94174.992.83Q355B0.6420.350.63加劲肋Q355B4.06129.954.45分项名称特征描述不收缩细石混凝土二次灌浆 砼C40不收缩细石混凝土二次灌浆 模板素混凝土包脚 砼C30素混凝土包脚 模板车档GCD-1 天沟表面涂沥青2遍普通门M4045普通窗C4030GC4020GC4820aC4830XC483090钢直梯溢流口300*200彩钢板屋面0.6mm厚角驰820型彩钢板偶延系数：1.001外墙面彩钢板0.5mm厚900

34、型浅灰色彩钢板117/171轴A-E轴E-A轴计算公式计算结果0.7760.05*（34*（0.415*2）*（0.265*2）+6*（0.12*2）*（0.195*2）0.7762.5010.05*（34*（0.415*2）+（0.265*2）+6*（0.12*2）+（0.195*2）2.50112.328（0.15+0.35）*（0.68*1）*34+（0.4*0.64）*6）12.32863.36（0.15+0.35）*（0.68+1）*2）*34+（0.4+0.64）*2）*6）63.360.457114.3/1000*40.457201.122*（0.3+0.4+0.18）*114+

35、（0.4*0.3）*2）201.1288872888832321919551116663079.5563076.48*1.0013079.5562051.62*（1220-（9.6*16+14.4*12+13.2*4）1681.6265-8*4-12*4185265-8*4-12*4185单位清单名称m3m3t樘成品平开门，厂家定制樘樘樘樘樘部15J401处钢结构工程报价单工程名称:建筑面积:序序号号分分项项名名称称特特征征描描述述单单位位数数量量单单价价合合价价备备注注一一结结构构部部分分1钢柱吨41.6372钢梁吨31.0963吊车梁吨22.1564地脚螺栓吨3.2675屋面檩条吨14.5

36、156墙面檩条吨21.3227柱间支撑吨11.2518水平支撑吨0.8539系杆吨4.30110隅撑吨1.6211拉条吨3.34212套管吨0.42913钢天沟吨5.90614雨棚吨1.933二二紧紧固固件件部部分分1M20高强螺栓套15882M16高强螺栓套2083M20花篮螺栓套32三三围围护护系系统统1不收缩细石混凝土二次灌浆 砼 C40m30.7762不收缩细石混凝土二次灌浆 模板2.5013素混凝土包脚 砼C30m312.3284素混凝土包脚 模板63.365车档GCD-1 t0.4576天沟表面涂沥青2遍201.127普通门88普通窗72990钢直梯部110溢流口300*200处611彩钢板屋面0.6mm厚角驰820型彩钢板3079.55612外墙面彩钢板0.5mm厚900型浅灰色彩钢板 2051.6四四安安装装部部分分1主体结构吨2地脚螺栓个3屋面系统4墙面系统五五其其他他费费用用1运输费2检测费3其他费六六直直接接费费合合计计一一+二二+三三+四四+五五七七管管理理费费六六*费费率率2%2%八八利利润润六六*费费率率5%5%九九增增值值税税六六*30%*30%*费费率率9%9%十十含含税税总总造造价价六六+七七+八八+九九总造价人民币大写编制：审定：