40 厚挤塑聚苯板                                  0.50  KN/m2
      60～200 轻质混凝土找坡                 7×0.10＝ 0.70  KN/m2
      20  厚水泥砂浆找平                     22×0.02＝0.44  KN/m2
      120 厚现浇板                           25×0.12＝3.00  KN/m2
      20  厚板底粉刷                         22×0.020＝0.44  KN/m2
      总计：                                           6.25  KN/m2
                                               取：    6.5   KN/m2

2.1.2 楼面荷载
      120厚板
      30 厚石屑水泥                            23×0.03＝0.69  KN/m2
      120 厚现浇板                             26×0.12＝3.12  KN/m2
      15  厚板底粉刷及吊顶                    24×0.015＝0.36  KN/m2
                                                         4.17  KN/m2
                                               取 ：      4.5  KN/m2
      180厚板
      30 厚石屑水泥                            23×0.03＝0.69  KN/m2
      180 厚现浇板                             26×0.18＝4.68  KN/m2
      15  厚板底粉刷及吊顶                    24×0.015＝0.36  KN/m2
                                                           5.73KN/m2 高层住宅建筑剪力墙结构设计+CAD图纸(4):http://www.youerw.com/gongcheng/lunwen_3300.html