剪力墙配筋结果异常的分析及解决方案

Analysis and solution of abnormal reinforcement of shear wall

在高烈度地区的高层剪力墙结构中,经常碰到一些特殊的带端柱的和短翼缘的剪力墙,其墙肢计算配筋较大,给实际配筋带来一定困难。通过理论分析,阐述了配筋异常的内在机理,并给出解决方案。最后通过算例,将所述的方法应用于实际项目中,较好地解决了该类剪力墙肢配筋异常的困难。

In the high-rise shear wall structure in high-intensity area, some special shear walls with end columns and short flange are often encountered, and the calculation of reinforcement of the wall limbs is relatively large, which brings some difficulties to the actual reinforcement. Through theoretical analysis, the internal mechanism of abnormal reinforcement is expounded, and the solution is given. Finally, two examples are given to show the effectiveness of the proposed method in practical projects.