Unilateral-ribbing anti-seismic reinforcing method for existing brickwork structure
A technology of masonry structure and reinforcement, which is applied in the direction of earthquake resistance, building components, building structure, etc., to achieve the effect of improving seismic performance
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[0013] The core principle of the present invention is: by adding reinforcement mesh sheets on one side of the wall and connecting them with L-shaped wall-through steel bars, the steel bars and the wall form a whole, thereby improving the seismic performance of the wall.
[0014] Such as figure 1 As shown, the existing single-side reinforced seismic reinforcement method of the masonry structure of the present invention, the main steps are as follows:
[0015] 1) After the original wall is cleaned, the mortar joints 5 between the wall blocks 6 on both sides are re-pointed, the depth of each side is ≥30mm, and the strength of the caulking mortar is M10.
[0016] 2) Make φ6300 (vertical arrangement of steel bars 3) × 150 (horizontal arrangement of steel bars 4) welded steel mesh pieces on one side of the wall.
[0017] φ6300×150 means: the steel bar diameter of the steel mesh sheet is 6mm, the vertically arranged steel bar spacing is 300mm, and the horizontally arranged steel bar...
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