Reinforcing steel bar connecting brick wall stud structure

Abstract

The invention discloses a reinforced steel bar connection pilaster which includes an original brick pilaster (1) and an original foundation (5); concrete is cast on both sides of the original foundation (5) to form a new foundation (6); the original brick pilaster (1) is excavated with a hole in which a connecting reinforced steel bar (4) is arranged; a peripheral brick wall (3) is built. The distance h of the hole excavated on the original brick pilaster (1) for the connecting reinforced steel bar (4) is the thickness of 6-8 layers of bricks. In the structure, the newly-added connecting reinforced steel bar (4) reinforces the connection of the newly-built peripheral brick wall (5) and the original brick pilaster (1) greatly and has the effect of staggered joint meshing, so as to enable the new and old pilasters to be integrated to a whole, enable the enlarged section of the pilaster not only to be indicted on the surface, but also to operate with the old pilaster together; the integral stability of the wall body and the bearing capability of the pilaster are improved so that good reinforcing effect is realized. The structure of the reinforced steel bar connection pilaster is simple in construction, has good operability and good reinforcing effect proved through practice.

Description

technical field [0001] The invention relates to a brick wall column structure, which can conveniently and effectively realize the reinforcement and reinforcement of the insufficient bearing capacity of the existing brick wall column due to the small cross section. Background technique [0002] As one of the mature building structure types, masonry structure is widely used in civil and industrial buildings. Masonry wall (that is, brick wall) is formed by bonding single bricks or blocks with mortar. One of the most important vertical stress components, when the length and height of the brick wall are greater than a certain value, or when the concentrated force transmitted from the beams supported on the brick wall is large, in order to ensure the overall stability of the brick wall or the brick wall If the local compressive bearing capacity can meet the requirements, it is necessary to set up brick pilasters (ie brick stacks) on the brick wall in accordance with relevant natio...

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is: aiming at the insufficiency of the old and new brick pilasters in the traditional reinforcement structure when the cross-section of the brick pilasters is not enough to produce occlusal action, and the reinforcement effect cannot be formed to work together. A new kind of steel bar connects brick pilasters, so that the reinforcement of brick pilasters can be realized simply and effectively

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