Mortise and tenon self-locking assembly type wall column joint connecting structure

Abstract

The invention relates to the field of building structures, and discloses a mortise and tenon self-locking assembly type wall column joint connecting structure. The structure comprises a structural column and a wall plate, wherein at least three connecting blocks are arranged on the structural column to form at least two mortises, at least two tenons matched with the mortises are arranged at the end of the wall plate, the thicknesses of the tenons are the same as the thickness of the wall plate, the upper surface of each mortise comprises a corresponding horizontal plane I, a corresponding inclined plane I and a corresponding horizontal plane II which are sequentially connected, the upper surfaces of the tenons are the same as the lower surfaces of the mortises and comprise horizontal planes III, inclined planes II and horizontal planes IV which are sequentially connected, the tenons are inserted into the mortises, the horizontal planes I are attached to the horizontal planes III, the horizontal planes II are attached to the horizontal planes IV, and gaps are formed between the inclined planes I and the inclined planes II. According to the wall column joint connecting structure, connection is achieved through a mortise and tenon structure, the structure is simple, connection is safe and reliable, and the brand-new wall column joint connecting structure is provided according to the friction self-locking principle.

Description

technical field [0001] The invention relates to the field of building structures, in particular to a mortise and tenon self-locking assembled wall column node connection structure. Background technique [0002] As for the prefabricated reinforced concrete frame structure, the complex structure of the connecting joint between the wall panel and the structural column is a hot issue in the engineering field, and it is also an important technical link to promote the industrialization of the prefabricated. And applicability has been highly valued, and even determines the quality of assembly and the progress of the project. [0003] At present, the prefabricated wall stud connection mostly adopts methods such as partial pouring of wall stud joints and welding connection of steel structure connectors. Most of the connection stubbles of these methods are butt joints, which do not have self-stability, and local cast-in-place will be subject to overall deformation. At the same time, ...

AI Technical Summary

Problems solved by technology

[0004] The main purpose of the present invention is to provide a mortise and tenon self-locking assembled wall stud joint connection structure for the above-mentioned shortcomings of the existing assembled wall studs.

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