Shear wall strengthening structure

Abstract

The invention discloses a shear wall reinforcement structure, which comprises two concrete wall panels, the two concrete wall panels are arranged in parallel, one end of the two concrete wall panels is connected to an inner filling steel plate wall, and the inner filling steel plate wall Clamping parts are installed on the outside, and the clamping parts are connected with the inner filling steel plate wall through the clamping structure. There is a concrete wall between the two concrete wall panels, and one end of the concrete wall is fixed on the inner filling steel plate wall. There is a frame, one end of the frame is fixed on the inner side of the concrete wall, the other end is connected with a steel structure column, there are two steel structure columns, and a partition is installed on the top of the two steel structure columns. The shear wall reinforcement structure is convenient in construction, firm in structure, free to adjust and lock, can effectively ensure the cross-sectional size, flatness and verticality of the shear wall, can effectively improve the bearing level of the steel structure column, and plays a role of reinforcement, avoiding In order to avoid the phenomenon of grout leakage or mold explosion caused by fracture during pouring shear walls.

Description

technical field [0001] The invention relates to a reinforcement structure, in particular to a shear wall reinforcement structure. Background technique [0002] At present, in the process of protection and repair of large wooden frames of ancient buildings, the phenomenon of tenon pulling out and tenon damage of beam frames is very prominent, especially in the outer corridors of ancient buildings. The reason is that due to the uneven settlement of the foundation of ancient buildings or the action of horizontal external forces, the tenons of the beams and columns will be pulled out, which will weaken the overall stability of the wooden frame, and the excessive size of the tenon is likely to cause serious damage to the wooden frame. In addition, when the mortise is inserted into the mortise, under the action of long-term external force, the mortise may reduce its cross-sectional size and cause sinking due to the extrusion of the mortise. Therefore, it is necessary to take corr...

AI Technical Summary

Problems solved by technology

The reason is that due to the uneven settlement of the foundation of ancient buildings or the action of horizontal external forces, the tenons of the beams and columns are pulled out, which will weaken the overall stability of the wooden frame, and the excessive size of the tenon is likely to cause serious damage to the wooden frame. Tilting and skewing. In addition, the mortise is inserted into the mortise. Under the long-term external force, the mortise is likely to reduce its cross-sectional size and cause sinking due to the extrusion of the mortise.

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