External scaffold wall connecting component at shear wall and concrete column

By connecting the external scaffolding with the shear walls and concrete columns through rigid components, the problem of complex pre-embedded wall connecting parts at the shear walls and concrete columns is solved, achieving the effect of simplifying operations and reducing costs.

CN223398378UActive Publication Date: 2025-09-30SHANGHAI BAOYE GRP CORP
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Patent Information

Application Number
CN202422401517.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-30
Publication Date
2025-09-30
Estimated Expiration
2034-09-30

AI Technical Summary

Technical Problem

In the prior art, the pre-embedded wall ties at shear walls and concrete columns are complicated, which affects the installation of wall and column formwork and cannot be set up according to specification requirements.

Method used

Rigid components including tension screws, steel pipes and connectors are used. The steel pipes are connected by mountain clips and nuts. Combined with square timber back ribs and right-angle fasteners, the connection between the external scaffolding and the shear wall and concrete columns is achieved.

Benefits of technology

It is easy to operate, efficient and convenient, low cost, green and environmentally friendly, and the components can be recycled, meeting construction needs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to an external scaffold wall connecting component at a shear wall and a concrete column. An external scaffold is connected with the shear wall and the concrete column through a rigid assembly; the rigid assembly comprises an opposite-pull screw rod, a steel pipe and a connecting piece; one end of the opposite-pull screw penetrates through the shear wall and the concrete column, steel pipes are arranged on the upper portion and the lower portion of the two ends of the opposite-pull screw respectively, and the upper steel pipe and the lower steel pipe are connected through connecting pieces. The external scaffold wall connecting piece can be arranged according to requirements, and meanwhile the external scaffold wall connecting piece is easy to operate, high in efficiency, low in cost and capable of being repeatedly used.
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Description

Technical Field

[0001] The utility model relates to the field of construction engineering, in particular to an external scaffolding wall connecting component at a shear wall and a concrete column. Background Art

[0002] External scaffolding steel pipe wall connectors are the most common components in the construction of the main structure of a building. During the construction of the main structure, the steel pipe wall connectors are pre-buried in the concrete structure to connect the external scaffolding and play a role in resisting overturning.

[0003] At present, during the erection of external scaffolding, the wall ties at shear walls and concrete columns are usually pre-embedded with some special components to achieve the subsequent connection and fixation of the wall ties. This method is relatively complicated to operate and affects the installation of wall and column formwork. Utility Model Content

[0004] The utility model aims to overcome the defects of the prior art and provide an external scaffolding wall connecting component at shear walls and concrete columns, so as to solve the problem that the steel pipes of the wall connecting components cannot be pre-embedded at the shear walls and concrete columns, resulting in the position and quantity of the external scaffolding wall connecting components being unable to be set according to the requirements of the specifications.

[0005] In order to solve the above technical problems, the utility model is achieved as follows:

[0006] The invention discloses an external scaffolding wall connecting component at a shear wall and a concrete column, which is characterized in that the external scaffolding is connected to the shear wall and the concrete column through a rigid component.

[0007] The external scaffolding wall connecting component at the shear wall and concrete column is characterized in that: the rigid component includes a tension screw, a steel pipe and a connecting piece; one end of the tension screw passes through the shear wall and the concrete column, and steel pipes are respectively provided at the upper and lower parts of the two ends of the tension screw, and the upper and lower steel pipes are connected by a connecting piece.

[0008] The external scaffolding wall connecting component at the shear wall and concrete column is characterized in that the connecting piece is a mountain-shaped clamp, the upper and lower steel pipes are connected by the mountain-shaped clamp, and are fixed by nuts.

[0009] The external scaffolding wall connecting component at the shear wall and concrete column is characterized in that it also includes square wood back ribs, which are arranged between the outer sides of the shear wall and concrete column and the steel pipes.

[0010] The external scaffolding wall connecting component at the shear wall and concrete column is characterized in that it also includes right-angle fasteners, which are arranged on the steel pipes outside the shear wall and concrete column and are used to connect the external scaffolding.

[0011] The beneficial effects of the present invention are: It can be seen from the above technical solution that the present application provides an external scaffolding wall connecting component at the shear wall and concrete column, which is simple to operate, efficient and convenient. At the same time, the raw materials of this component can adopt the existing tension screws, steel pipes, square timber, fasteners, etc. at the construction site, which is green and environmentally friendly, low in cost, and can be used in a turnover manner. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:

[0013] Figure 1 This is a schematic diagram of the inner structure of the shear wall and concrete column in this application.

[0014] Figure 2 This is a schematic diagram of the outer structure of the shear wall and concrete column of this application.

[0015] Figure 3 This is a side view of the application. DETAILED DESCRIPTION

[0016] The following will clearly and completely describe the technical solutions of the embodiments of the present application in conjunction with the accompanying drawings. Obviously, the embodiments described are part of the embodiments of the present application, not all of the embodiments. Based on the embodiments of the present application, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection requested by this application.

[0017] like Figure 1-3 Shown: An external scaffolding wall connecting component at a shear wall and a concrete column, wherein the external scaffolding is connected to the shear wall and the concrete column through a rigid component.

[0018] Furthermore, the rigid component includes a tension screw 1, a steel pipe 2 and a connector 3; one end of the tension screw passes through the shear wall and the concrete column, and steel pipes are respectively provided at the upper and lower parts of both ends of the tension screw, and the upper and lower steel pipes are connected by a connector.

[0019] The connecting piece is a mountain-shaped clamp, and the upper and lower steel pipes are connected by the mountain-shaped clamp and fixed with a nut 4.

[0020] It also includes a square wood back rib 5, which is arranged between the shear wall and the outer side of the concrete column and the steel pipe for anti-slip.

[0021] It also includes right-angle fasteners 6, which are sleeved on the steel pipes outside the shear wall and the concrete column and are used for welding the connecting steel pipes 7 of the external scaffolding.

[0022] The specific implementation steps are as follows:

[0023] ① Personnel use the original bolt holes of the wall and column to pass the tension bolts through the original bolt holes;

[0024] ②Install fixed components:

[0025] On the inner side of the wall or column, personnel use mountain clamps and nuts to fix the two steel pipes. Figure 1 ;

[0026] Workers are on the outside of the wall and column, using mountain clamps and nuts to fix two steel pipes and two square wood back ribs. The square wood is on the inside of the steel pipe. Figure 2 .

[0027] ③ Reliable connection between fixed components and external scaffolding: personnel use right-angle fasteners to connect one end of the connecting steel pipe to the outer steel pipe of the fixed component, and finally reliably connect the other end of the connecting steel pipe to the vertical pole of the external scaffolding, as shown in the attached figure. Figure 3 .

[0028] Compared with the existing method of pre-embedded components, the operation is simple, efficient and convenient. At the same time, the raw materials of this component can use the existing tension screws, steel pipes, square timber, fasteners, etc. on the construction site, which is green and environmentally friendly, low in cost, and can be used in a turnover manner.

[0029] The above are only embodiments provided for this application and are not intended to limit this application. Although this application has been described in detail with reference to the embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or replace some of the technical features therein with equivalents. However, any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of this application should be included in the scope of protection of this application.

Claims

1. An external scaffolding wall connecting member at a shear wall and a concrete column, characterized by: The external scaffolding is connected to the shear walls and concrete columns through rigid components; The rigid component includes a tension screw, a steel pipe and a connector; one end of the tension screw passes through the shear wall and the concrete column, and steel pipes are respectively provided at the upper and lower parts of the two ends of the tension screw, and the upper and lower steel pipes are connected by a connector.

2. The external scaffolding wall connecting member at the shear wall and concrete column according to claim 1, characterized in that: The connecting piece is a mountain-shaped clamp, and the upper and lower steel pipes are connected by the mountain-shaped clamp and fixed with nuts.

3. The external scaffolding wall connecting member at the shear wall and concrete column according to claim 1, characterized in that: It also includes square timber back ribs, which are installed on the outside of shear walls and concrete columns and between steel pipes.

4. The external scaffolding wall connecting member at the shear wall and concrete column according to claim 3, characterized in that: It also includes right-angle fasteners, which are arranged on the steel pipes outside the shear walls and concrete columns and are used to connect external scaffolding.