Masonry structure integrity reinforcing method

Abstract

The invention discloses a masonry structure integrity reinforcing method. In the method, an end reinforcing member is arranged at the junction between a floor and a wall surface; an upper end reinforcing member is arranged at the top of the wall, and a lower end reinforcing member is arranged at the bottom of the wall; when a ring beam exists, the upper end reinforcing member is not necessary, and a wall end reinforcing member is arranged at the junction of two walls; when a constructional column exists, the wall end reinforcing member is not necessary, a plate bottom reinforcing member is arranged at the bottom surface of the floor and is in cross connection with the upper end reinforcing member, and a wall surface reinforcing member is arranged on the wall surface and is in cross connection with the end reinforcing member; the upper end reinforcing member is connected with the wall surface reinforcing member, the plate bottom reinforcing member and the wall end reinforcing member; the lower end reinforcing member is connected with the wall surface reinforcing member and the wall end reinforcing member; and the upper end reinforcing member, the lower end reinforcing member, the wall end reinforcing member, the wall surface reinforcing member and the plate bottom reinforcing member are connected in a whole. Compared with the traditional reinforcement, the reinforcement of the floor and the reinforcement of the wall surface are connected with each other, the structural integrity is better, and the construction is simple and convenient and free from the influence of ambient temperature.

Description

technical field

[0001] The invention relates to the field of reinforcement of brick masonry structures, in particular to an integral reinforcement method for masonry structures. Background technique

[0002] As a traditional building structure form, masonry structure still occupies a large number at present. Although the masonry structure has its own unique advantages, under the action of an earthquake, the shortcomings of the masonry structure will be seriously exposed, and even affect the safety of life and property.

[0003] First of all, in the existing masonry structure, the number of buildings using prefabricated floor slabs is still very large. Due to its poor integrity, it is easy to fall off in an earthquake, which may cause the collapse of the building. Secondly, although the brick wall with masonry structure has good compressive performance, its shear and bending resistance are poor. Under the action of earthquake force, the wall itself is prone to cracks or dama...

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