Anti-pressure reinforcement device for wall sticking holding circular rods and reinforcement method

Abstract

The invention discloses an anti-pressure reinforcement device for wall sticking holding circular rods and a reinforcement method, and relates to the technical field of rod reinforcement. The problem of waste of steel structure resources caused by the reinforcement of existing rods is solved, and according to the technical scheme, the reinforcement device comprises two reinforcement members and a plurality of clamps; the reinforcement members comprise two reinforcement plates fixedly connected together, and the sides, close to each other, of the two reinforcement plates are connected to each other; two clamps form a set, the two clamps of the same set and the sides, away from each other, of the reinforcement plates are in contact with each other, and the two clamps of the same set are detachably connected together; the reinforcement method comprises the following steps of a, construction simulation checking calculation; b, marking; c, reinforcement member selecting; d, reinforcement member installing; two reinforcement members stick on the outer surfaces of the rods, the reinforcement members are fixed to the outsides of the rods by two detachable clamps to reinforce the rods, afterthe construction is completed, the reinforcement members and the clamps can be removed, and the waste of steel structure resources is reduced.

Description

technical field [0001] The invention relates to the technical field of bar reinforcement, more specifically, it relates to a wall-attached hugging circular bar anti-compression reinforcement device and a reinforcement method. Background technique [0002] In the construction process of steel structure grid, no matter the construction schemes such as jacking, lifting, slipping, and loose assembly are adopted, the phenomenon of overstress of the rods may occur. The overstress of the rods generally occurs at the jacking point and the lifting point. Or in the adjacent place, the compression rod is overstressed, resulting in insufficient stability. Most of the rods are circular rods. Once the steel structure network frame is overstressed, the rods will be bent and deformed, and the network frame will be overturned, causing construction safety accidents. The traditional solution is to replace the rods, increase the wall thickness of the rods, increase the stress bearing range of ...

AI Technical Summary

Problems solved by technology

[0003] The traditional reinforcement method increases the wall thickness of the rods, thereby increasing the overall weight of the steel structure and increasing unnecessary steel consumption, which not only causes a redundant increase in the bearing capacity of the steel structure, but also causes a waste of structural resources

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