基础梁（上部/下部）一排钢筋最多根数梁宽主筋直径d123/34/54/55/67/7b10200240250300143/34/44/55/66/77/816183/34/44/45/56/77/88/93/33/44/45/56/67/88/99/10203/33/44/45/56/67/78/89/910/11222/33/33/44/55/66/77/88/99/1010/1110/122528303236403/44/55/56/72/23/33/34/43504004/55/66/77/88/94/55/65/76/87/88/98/109/1110/1210/1311/1412/1513/1613/1615/1816/204/54505/66/76/87/98/108/109/1110/1210/1311/1412/1512/1514/1715/195/65005/76/77/87/98/108/109/1110/1210/1311/1412/1413/1614/185/65/76/76/87/98/98/109/119/1110/1210/1311/1413/165/65/76/76/87/87/98/108/109/119/1210/1311/1455060011/128/109/1110/1211/1312/1412/1565070011/1312/1475080013/1585090013/1614/17950100015/1816/201100120018/22注：保护层厚度40mm，图中斜体加粗栏中，对于梁宽部也可以摆9根钢筋。由于600-80=525，37.5x8+9x25=525.b=600mm中，钢筋直径22mm，上梁（上部/下部）一排钢筋最多根数梁宽主筋直径d102/23/3b81202/21503/3122/23/3142/22/3162/22/3182/22/220222528303236402/22/22/22/21804/44/43/43/33/33/33/32/32/32004/54/54/44/44/43/43/33/33/32405/65/65/55/54/54/54/44/43/42506/65/65/65/55/54/54/54/43/43007/76/76/76/65/65/65/54/53507/87/87/76/76/76/65/64/54008/98/97/87/86/76/75/65/64509/108/98/97/97/86/75/75/650010/119/108/107/96/86/76/75/655010/119/118/107/97/86/85/75/660011/1210/129/118/107/97/86/75/765011/1310/129/118/107/97/86/770012/1411/139/129/118/107/96/875013/1511/1410/129/129/118/97/880012/1511/1310/129/128/107/985013/1611/1411/1310/129/118/1090014/1712/1511/1411/139/128/1095015/1813/1612/1511/1410/129/11100015/1914/1713/1612/1510/139/12110017/2115/1914/1713/1612/1410/13120019/2516/2015/1914/1813/1611/14注：保护层厚度为25mm和主筋直径的大者。剪力墙连梁单排钢筋最多根数梁宽钢筋直径d（mm）b200250300350400163446718234562023456782223456782523345672832233455633455450500注：面筋和底筋相同，钢筋净距按面筋。、楼层面自重（一）楼面重量（KN/m2）楼层构造预应力板砂浆粉底砂浆抹面水磨石陶瓷锦砖马赛克铺地砖楼面2（二）屋面（KN/m）厚度（mm）12020203045902.00.40.40.70.951.5三毡四油上铺绿豆砂冷底子油一道0.40.05预应力板板底粉刷2.00.40.725厚1:3砂浆找平找坡保温层冷底子油一道、玛揥脂二道0.5另计活载另计0.05考虑上人屋面活载增加1.00.8520厚1:3砂浆找平（三）常用屋面找坡、保温材料0.4静载增加架空保温屋面(砖墩0.2KN/m20.122X0.18X19+0.52)0.95-1.0KN/m200厚加气砼保温层水泥珍珠岩保温板1.4KN/m21.4KN/m214KN/m25.0KN/m210.0KN/m28.0KN/m21:6水泥焦渣蛭石板干炉渣加气粉煤灰块三、构件（材料）自重（一）钢筋砼大梁自重（有粉刷）（KN/m）b(cm)h(cm)f一一、1501802503001200.590.070.0961.151500.710.081.161.391.61.821800.840.0991.361.621.882.132.402.652.922000.921.091.491.772.062.342.622.913.193.483.762501.131.341.822.172.512.863.203.563.904.244.594.945.293001.331.572.152.562.973.373.794.194.615.015.425.836.746.657.468.283501.531.822.482.953.423.894.374.845.305.786.266.737.197.668.619.55双粉4001.742.062.813.343.874.414.945.486.016.547.067.618.518.689.7510.873504004502.052.275005506002.176507004.047508005.636.339001000（二）陕西省实验砖瓦厂空心砖及实心砖墙重计算值（品种承重空心砖（竖孔）墙厚7.02KN/m2）单粉1.22.403.701.202.403.701.202.403.702.204.106.202.003.255.302.705.007.509.702.604.506.602.403.655.703.10（卫生间）5.407.9010.10KP1非承重空心砖（水平孔）r=10普通实心砖r=194.90（三）加气混凝土墙重（KN/m2）墙厚墙重（双粉）1502002501.902.302.703.12粉刷面积（cm2）300（四）砖柱重（KN/m）砖柱尺寸清水240x370370x370370x490370x620490x490490x6201.692.533.454.364.565.266.982.153.084.095.095.296.587.80888136918132294240130383626490x740四。、梁板截面尺寸参考构件名称整体次梁主梁独立梁平板单向双向肋形板简支连续悬臂'1/201/121/121/301/451/201/251/151/151/401/401/81/61/61/1221/5注：对于板（单向、双向），悬臂长度大于500时，板厚大于80及1/101/10
