全现浇钢筋混凝土框架结构施工图与信息化设计+CAD图纸 第7页

20厚1:3水泥砂浆找平层                   
                                       0.02m×20 kN/m3           0.4 kN/m2
轻质混凝土i=1%找坡层，最薄处30厚                 
                                       0.07m×16 kN/m3          1.0 kN/m2
120厚现浇钢筋混凝土楼板               
                                       0.12m×25 kN/m3           3.0 kN/m2
20厚水泥砂浆板底抹灰                  
                                       0.02m×20 kN/m3           0.4 kN/m2
……………………………………………………………………………………………………
合计                                                            5.0kN/m2

 

3.1.2 走廊及楼梯、地面、阳台
（1）保温阳台（同上人保温露台）
40厚C20防水细石混凝土，内配双向钢筋网                     
                                     0.04m×24+0.002kN/m3          1.0 kN/m2

20厚1:3水泥砂浆找平层                   
                                       0.02m×20 kN/m3           0.4 kN/m2
60厚挤塑聚苯板                                         
                                       0.06m×30kN/m3           1.8 kN/m2
120厚现浇钢筋混凝土楼板               
                                       0.12m×25 kN/m3           3.0 kN/m2
20厚水泥砂浆板底抹灰                  
                                       0.02m×20 kN/m3           0.4 kN/m2
……………………………………………………………………………………………………
合计                                                           6.2kN/m2

（2）普通居住楼面
18厚长条硬木企口板                     
                                     0.018m×8kN/m3          0.14kN/m2

 

18厚杉木毛板基层
                                      0.018m×4 kN/m3           0.01 kN/m2
20厚1:3水泥砂浆找平层                   
                                       0.02m×20 kN/m3           0.4 kN/m2
10厚杉木搁栅                          
                                       0.01m×4kN/m3            0.04 kN/m2
120厚现浇钢筋混凝土楼板               
                                       0.12m×25 kN/m3           3.0 kN/m2
20厚水泥砂浆板底抹灰                  
                                       0.02m×20 kN/m3           0.4 kN/m2
……………………………………………………………………………………………………
合计                                                           4.1kN/m2

（3）厨房、卫生间
    10厚防滑地砖面层                     
                                          0.01m×22kN/m3          1.0 kN/m2
      10厚纯水泥砂浆一道                  
                                          0.01m×20kN/m3                   0.2 kN/m2
20厚1:2水泥砂浆结合层                   
                                       0.02m×20 kN/m3           0.4 kN/m2
    30厚1:3水泥砂浆找平层                 
                                       0.03m×25 kN/m3          0.6 kN/m2
120厚现浇钢筋混凝土楼板               
                                       0.12m×25 kN/m3           3.0 kN/m2
20厚水泥砂浆板底抹灰                  
                                       0.02m×20 kN/m3           0.4 kN/m2
……………………………………………………………………………………………………
合计                                                           4.8 kN/m2

（4）公共走廊
    20厚1:1.5水泥砂浆面                     
                                          0.02m×20kN/m3          0.4 kN/m2
    20厚1:2.5水泥砂浆底                     
                                          0.02m×20kN/m3          0.4 kN/m2

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