1、剪力墙墙身及边缘构件配筋不必过分放大，满足规范即可。

2、在框架剪力墙结构中，单片剪力墙承受的水平剪力不应超过 30%。

3、注意短肢剪力墙、一字墙的轴压比限值及相应的配筋率要求。（高规 7.2.2）

4、除首层外，变截面处的轴压比容易超。要注意查看。

5、一字形独立剪力墙是指纯独立的，若与它有连梁相连，则不是一字形独立剪力墙。并要注意此种剪力墙底部加强部位及其他部位的墙厚要求。

1, the shear wall wall body and the edge component reinforcement don't enlarge, meet the specification.

2, in the frame shear wall structure, the level of single shear wall under shear should not exceed 30%.

3, pay attention to the short shear wall, the axial compression ratio limit of word wall and the corresponding reinforcement ratio requirements. (high gauge 7.2.2)

4, in addition to the first floor, variable cross-section of axial compression ratio very easily. Pay attention to check.

5, one glyph of independent shear wall is refers to the pure, if even the beam is connected with it, is not a independent shear wall glyph. And pay attention to this kind of shear wall at the bottom of the strengthen part and other parts of the wall thickness requirements.

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