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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)6810128101214161820222532梁第1层2218.1810841.371313.85169.485655.291804.012096.554159.415841.811790.3510870.08258.9257019.29第2层1884.994532.42772.53302.261015.251609.162076.614722.653987.19402.91433.9833739.83第3层1882.234330.691001.123287.581299.6686.673618.453361.814615
2、.598490.04433.9833007.76第4层1833.474219.78819.793287.581511.88815.923123.033159.675259.537275.99433.9831740.62第5层833.824953.982748.082931.183224.37851.96205.731751.014765.3613362.5614305.1649933.21合计8652.6928878.246655.343100.660018757.086482.75414.0314728.5121851.2939015.1350344.181560.86205440.7147
3、286.93158153.78柱第1层3476.34602.88123.55437.52386.38131.9814158.56第2层2361.081975.87202.454252.89604.06346.01137.959880.31第3层1150.83165.06897.572819.671145.75774.49462.1310415.47第4层3082.311201.42396.22547.15235.56105.747568.38第5层3072.97694.372973.72546.67134.52826.318248.56合计013143.469743.81000003119.2
4、917880.023230.011622.561532.13050271.2822887.2727384.01板第1层19468.84804.25107.9120381第2层11505.52120.8511626.37第3层11530.3694.1451.7611676.26第4层11530.3694.1451.7611676.26第5层15396.58471.2715867.85合计000069431.661584.65211.43000000071227.74071227.74墙柱第1层181.272389.571042.22361.965975第2层0第3层0第4层0第5层0合计0181
5、.272389.5700000001042.202361.96059752570.843404.16墙身第1层625.761014.041639.8第2层0第3层0第4层0第5层0合计625.761014.040000000000001639.81639.80合计9278.4543217.0118788.723100.6669431.661584.6518968.516482.78533.3232608.5326123.540637.6954238.271560.86334554.5374384.84260169.69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
6、为260169.69/334554.53=77.77%，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合计(m3)C35C30C30C35C30第1层105.25286.58136.78366.14894.75第2层170.2969.84205.96446.09第3层170.7657.24207.37435.37第4层170.7657.24207.37435.37第5层175.7556.8255.49488.04合计105.25974.14171.28206.621242.332699.62377.9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377.9+105.25=483.15m3，第一层梁板366.14+286.58=652.72m3，屋面层梁板255.49+175.75=431.24m3高耐久性的高性能混凝土用量483.15+652.72+431.24=1567.11 m3高耐久性的高性能混凝土用量占混凝土总量比例1567.11/2699.62=58.05%，大于50%的规范要求。1
