《建筑抗震设计规范》规定底层框架砌体房屋的底层砌体剪力墙必须先砌墙后浇柱、梁 ,而施工单位很难也很少这样做。针对这一矛盾 ,本文进行了先浇框架后砌砌体填充剪力墙的试验研究 ,探讨了框架填充墙共同工作的全过程及机理 ,得到框架填充墙在水平力作用下的承载力、抗侧移刚度及其它变形性能。本文的研究成果可供规范修订、设计、施工时参考 “Code for Design of Seismic Design of Buildings” stipulates that the bottom masonry shear walls of the masonry building with the bottom frame must be masonry to post the columns and beams first, and the construction unit can hardly and rarely do so. In view of this contradiction, this paper carried out the first pouring frame after the masonry filled shear wall experimental study of the frame filled wall work together and the whole process and get the frame filled wall under horizontal force bearing capacity, resistance Lateral stiffness and other deformation properties. The research results of this paper are available for revision, design, construction reference