Swing masonry wall with inwards-concave wall side ends

The invention provides a swing masonry wall with inwards-concave wall side ends. The swing masonry wall solves the problem that a masonry wall is in an oblique section shear failure mode in earthquakes, so that anti-seismic property and post-earthquake repairing property are poor. Inwards-concave cavities which concave towards the inside of a non-hole masonry wall section are formed in the left and right of the non-hole masonry wall section and are located at elevation positions of upper edges or lower edges of any hole, the inwards-concave horizontal size of the inwards-concave cavities is smaller than or equal to one thirds of the distance between the left side and the right side of the non-hole masonry wall section, and the inwards-concave cavities are filled with flexible matter. The swing masonry wall is novel in work principle, and can effectively avoid shear failure of the masonry wall and achieve a normal section bent cracking form; ductility and energy-dissipating capacity of the masonry wall can be improved, post-earthquake repairing property is greatly enhanced, and earthquake relief work and post-earthquake repairing difficulty of engineering is reduced; construction is convenient, manufacturing cost changing amplitude is small, and the swing masonry wall is suitable for common masonry engineering facilities, especially masonry structure house building, reinforcement and reconstruction and post-earthquake reconversion of high-intensity earthquake fortification areas.