工程量项目GJ-1编号1234567101112131415161718192021名称抗剪件柱550梁11100梁2450梁31000端头板规格材质计算过程0.1数量24242424248232281624221211211832032040402522523621米数0.20米重/每块重10.000196.250416.05047.100129.52575.360122.837.68070.65028.57417.80418.6521.02180.0707.5362.9441.00510.79414.7198.2439.81310.000151.662140.45214.9462.0413.3918.4781.0051.8840.53.3912.4732.0720.934.8503.770400.000合计重量2.00785.00832.10188.40259.05301.44245.30150.72141.30114.30142.4337.3032.66160.1460.2947.1024.12.7658.8816.4919.633683.381.00303.32140.4514.954.083.398.488.04483.71602.88286.37135.6598.91522.24249.251881.90188.50400.004365.70329.70235.50253.6325.6553.4115.262.15915.31336.29240.21258.7138.4853.4115.262.15944.5236.1412.1317.1425.817.176.338.79113.52157.04215.5353.88426.45270.48角板柱底板脚板垫片牛腿101010108686161818102516102010101220[ 10Q345B25010000530100002003000550300020060004346000200300050030002509102006302006601001304808502402501502508080250550250750250350250250[ 10Q235B23010500284105002803401302502001802004508080榀数或其他数总重量大小头大小头小计：KFZ12345678小计：附件1234567小计：吊车梁112345671451567.36抗剪件300底板脚板顶连接板加劲肋垫片墙檩托板小墙檩托板大顶檩托板女儿墙柱封边角钢上屋面梯862081212206666660.10.1041934.85200200100190200360150350200220100210H200x150x8x10L50x514*10*2+4*104*1014*181.5251主结构小计54.0050.001.0014365.7057867.9259603.95369
上翼缘下翼缘750筋板垫板垫片上翼缘下翼缘750筋板垫板垫片1616610620141616610620148121212861035025071810090907035025071810090907042028020020013680280750075007500817700540707650765076508177005407013704609101370420420400Q235B111418241116182411112410.426525210.40329.700235.500253.6346.4132.9677.6300.539336.294240.210258.7066.4132.9677.6300.53936.13512.13317.14425.8113.5871.5838.79215.1004.1451.036小计：吊车梁21234567小计：GCD-11234567小计：附件123小计：ZC112220136.Q235B43778.07Q2354454.081010L100x10220240602201L75x6吊车梁小计9.8426.4524795.4925539.3517
439.206.900234567小计：SC11234小计：1XG1234小计：1YC12小计：1拉条234小计：CG小计：123456屋面墙面门柱窗柱雨棚12屋面墙面8101088L75x6300300420300605.3300500600800115124212124183636361222127226111133221.206.9005.65211.77519.78215.0720.4333.8561.2560.4520.50213.81012.2462.0351.1303.7700.4710.8880.8880.8880.8881.9731.97388104888Φ25100200601208080Φ140300650180180100180L50x5100216.007.57.5010*2*13+2*6100263.5*8*13(3+13)*2*113.5*4*32126次结构小计90.524.5404.830钢骨架合计272.006屋面直屋面斜墙面直墙面斜2.52.5Φ12Φ12Φ12Φ12Φ32Φ32676.003.00352.00448.00156.00192.00146.2811.3011.7839.5615.0710.40504.87832.9545.2216.2818.09912.53103.5824.494.072.26134.401025.44128.111153.55600.61323.41312.74398.041634.80307.78378.80686.5814193.1413497.173653.931193.12966.434.8434398.6363029.251912.53385107.2311153.5511634.801686.5812523.94129.65961
檩条C220x75x20x2.5C200x70x20x2.5C200x70x20x2.5C200x70x20x2.5C200x70x20x2.5C200x70x20x2.5182020427417.001810.00490.00160.00129.60120.008.0467.4577.4577.4577.4577.457小计：134398.63129585.9835430.59014133473.5551
其他工程量编号高强螺栓12项目GJ抗风柱规格M20x75M20x754200130030008.59门窗口90.50.91919112142002100140090.518.5材质10.910.9计算过程2数量1440002217.02.7304.200769.250166.500米重/每块重合计6.008.00904.000.000.000.000.000.001538.50333.000.001871.501719.50205.201514.301924.700.00181.000.00榀数或其他数总重量小计：门12小计：窗1小计：1墙板312小计：顶板1采光2彩板3小计：1其他2341904.00940.16
110.000.0011871.5017.10011924.70∅600不锈钢自然通风器彩板天沟雨水管爬梯292190.51020.0000.00090.00地脚小计：12Φ30Φ241.20.915616187.2014.405.5533.5541039.5251.181090.702401.002401.0055.59
11090.70面积1小计：9824.512401.000单位用钢量
12401.00