多层砖混结构房屋的抗震构造柱的做法 ,是在钢筋骨架绑扎完以后再砌筑砖墙体 ,最后浇注混凝土。图 1　墙体转角处构造柱在结构设计中 ,抗震构造柱主筋一般是采用1 2ｍｍ或1 4ｍｍ的光圆钢筋。在砌筑墙体及浇注混凝土的过程中 ,往往会碰动钢筋骨架 ,造成箍筋滑落或位移。特 Anti-seismic structure of multi-storey brick building houses column approach is the rebar skeleton in the band after the completion of the masonry brick wall, and finally pouring concrete. Figure 1 corner of the wall structure column In the structural design, the seismic reinforcement column tendons are generally 光1 2mm or 1 4mm round bar. In the process of masonry walls and concrete pouring, tend to touch the steel skeleton, resulting in stirrup slippage or displacement. special