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1、绿建计算书钢筋用量统计表类别层号HPB300HRB400合计(kg)6810121481012141618202225283236梁第1层2346.615408.291645.39489.284792.992131.111393.972136.955453.446498.5210529.63558.11597.7843982.07第2层1938.064079.71919.42446.633831.091909.81090.971752.134211.166360.569128.9662.05999.0237729.55第3层3143.023341.911645.512892.2951.0150
2、31.352535.231371.873006.485647.846083.1110734.031613.132727.3550724.04第4层3758.0219071.58731.25338.969945.371494.781123.091402.0611451.7917474.5421268.9465.881142.8889669.1合计11185.7131901.485941.574167.07951.010023600.88070.924979.98297.6226764.2336416.7351661.522699.175467.030222104.7654146.84167957
3、.92柱第1层2648.911149.11679.461870.2790.731274.63305.129018.22第2层174.531553472.121877.87397.724475.24第3层510.31040.51220.721598.92530.66446.57519.634867.31第4层1438.451021.992355.81393.84860.29420.756491.13合计2123.286264.411841.941679.46000007702.871015.232979.21725.87519.6300024851.911909.0912942.81板第1层13
4、409.41448.3113857.72第2层11828.9370.9811899.91第3层14721.7848.9756.4214827.17第4层13934.6456.34173.6514164.63合计0000053894.76624.6173.65000000056.42054749.43054749.43墙柱第1层3432.46493.233853.365593.2313372.28第2层248.242147.634315.763643.5910355.22第3层502.86518.611621.22227.283699.233387.99957.1第4层1280.385550.6
5、927721.6434552.71合计0751.17379.087171.9100000227.280493.23011868.350040346.3668237.3115302.0952935.22合计13308.9938916.9915162.5913018.44951.0153894.76624.623774.458070.9212910.059312.8530236.6737142.664049.52699.175523.4540346.36369943.481358.02288585.38根据钢筋用量统计表，强度不低于400MPa级钢筋的用量占受力钢筋总量的百分比为288585.38
6、/369943.4=78.01%，大于70%的规范要求。混凝土用量统计表层号砼墙现浇板砼柱砼梁悬挑板合计(m3)C30C35C40C30C30C35C40C30C30第1层30.79188.07104.02270.392.8596.07第2层24.52163.0961.76221.511.24472.12第3层24.53176.8661.12278.982.48543.97第4层62.23166.72131.2543.512.38906.04合计86.7624.5230.79694.74192.3261.76104.021314.398.92518.2142.07358.1根据混凝土用量统计表，要求竖向构件、第1层及屋面层梁板采用高耐久性的高性能混凝土，高耐久性的高性能混凝土用量：竖向构件358.1+142.07=500.17m3，第一层梁板270.39+188.07=458.46m3，屋面层梁板543.51+166.72=710.23m3高耐久性的高性能混凝土用量500.17+458.46+710.23=1668.86 m3高耐久性的高性能混凝土用量占混凝土总量比例1668.86/2518.2=66.27%，大于50%的规范要求。1
