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

A node connection and assembly technology, applied in the direction of walls, building components, building structures, etc., to achieve the effect of safe and reliable connection and simple structure

Inactive Publication Date: 2020-09-25
青岛得恒筑工工业有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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 wa

Method used

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

Examples

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Example Embodiment

[0024] The present invention will be further described below in conjunction with the accompanying drawings.

[0025] like Figure 1-Figure 3 As shown, the mortise and tenon self-locking assembled wall post structure of the present invention comprises a structural column 1 and a wall panel 2, and three connecting blocks 11 are provided on the structural column to form two sockets 12, the thickness of the connecting block and the thickness of the wall panel are The same, each connecting block is provided with a planting hole 13; the end of the wall panel is provided with two tenons 21 that match the mortise, the thickness of the tenon is the same as the thickness of the wall panel, and each tenon is also provided with a planting. Rib hole 13; after the tenon is inserted into the mortise, the wall board, the tenon and the connecting block form a whole, all the planting holes are on the same line, and the diameter of the planting hole is at least 20mm larger than the diameter of t...

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PUM

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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, ...

Claims

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Application Information

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IPC IPC(8): E04B2/00E04B1/38E04B1/58
CPCE04B1/38E04B1/58E04B2/00
Inventor 王海超吕丞丞陈宣烨
Owner 青岛得恒筑工工业有限公司
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