近年来,大开间居住房屋逐渐增多,在高烈度地震条件下,多层砌体房屋中墙体抗震能力可能不足,常出现在纵向墙体上。为解决这一问题,设计中曾出现一些处理方案,其中之一是将部分纵向墙体用混凝土墙替换,方案有一定合理性。对砌体墙与混凝土墙的共同工作问题作了进一步探讨,认为两种墙体协调工作时,以砌体墙为主导是合理和可行的,同时提出具体的设计方案。希望有益于多层砌体房屋设计的改进。 In recent years, there is a growing number of residential houses in large bays. Under the conditions of high seismicity, the seismic capacity of a wall in a multi-story masonry building may be insufficient, often appearing on the longitudinal wall. In order to solve this problem, some treatment schemes have appeared in the design. One of them is to replace part of the longitudinal wall with a concrete wall, and the scheme has some rationality. Further discussion is made on the joint work of masonry walls and concrete walls. It is reasonable and feasible to use masonry walls to coordinate the two kinds of walls. At the same time, specific design proposals are put forward. Hope to benefit the improvement of multi-story masonry building design.