一种狭小空间下的可拆卸式组钢模板加固结构

By employing a detachable steel formwork reinforcement structure in confined spaces, and utilizing waler structures and precision-rolled threaded steel bars for connection, the challenges of steel formwork construction in confined spaces were solved, construction efficiency and safety were improved, and construction quality was ensured.

CN224514053UActive Publication Date: 2026-07-17中铁二十四局集团上海铁建工程有限公司 +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
中铁二十四局集团上海铁建工程有限公司
Filing Date
2025-06-06
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In confined spaces, traditional steel formwork construction methods suffer from several problems, including the inability to hoist the entire formwork, difficulties in reinforcing the formwork, high risks to accuracy and quality, low construction efficiency, and high safety hazards.

Method used

The steel formwork reinforcement structure is a detachable type, consisting of two sets of waler structures and several precision-rolled threaded steel bars. Each set of waler structures consists of several walers, which are connected by bolts and nuts. The two sets of waler structures and the steel formwork are connected by precision-rolled threaded steel bars to achieve detachable reinforcement.

Benefits of technology

This solved the problem of steel formwork being unable to be hoisted in confined spaces, improving construction efficiency and safety, ensuring precise positioning of the formwork and tight joints, and reducing quality risks.

✦ Generated by Eureka AI based on patent content.

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Abstract

本实用新型公开了一种狭小空间下的可拆卸式组钢模板加固结构,所述加固结构用于钢模板的加固,所述钢模板用于浇筑墩柱并安装在已浇筑的梁板形成的狭小空间内,所述加固结构包括两组围檩结构和若干根精轧螺纹钢,两组所述围檩结构分别紧贴于所述钢模板的两侧,两组所述围檩结构之间通过若干根所述精轧螺纹钢进行连接,每组所述围檩结构均由若干个所述围檩结构组成,每个所述围檩结构的端部均设有连接板,相邻两个所述围檩结构的连接板之间通过螺栓进行固定。本实用新型的优点是:采用可拆卸式设计,解决了一体化设计的钢模板与围檩无法吊运至已浇筑的梁板形成的狭小空间内的问题。
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Claims

1. A detachable steel formwork reinforcement structure for use in a confined space, characterized in that The reinforcement structure is used to reinforce the steel formwork, which is used to cast pier columns and is installed in the narrow space formed by the cast beams and slabs. The reinforcement structure includes two sets of waler structures and several precision-rolled threaded steel bars. The two sets of waler structures are respectively attached to both sides of the steel formwork. The two sets of waler structures are connected by several precision-rolled threaded steel bars. Each set of waler structures is composed of several waler structures. Each waler structure has a connecting plate at its end. The connecting plates of two adjacent waler structures are fixed together by bolts.

2. The detachable steel formwork reinforcement structure in a narrow space according to claim 1, characterized in that Each of the waler structures consists of two walers connected by nuts, and the two ends of the precision-rolled threaded steel bar respectively mate with the nuts on the two sets of waler structures.

3. The detachable steel formwork reinforcement structure in a narrow space according to claim 2, characterized in that Each of the two walers in the waler structure is reinforced by a reinforcing plate.

4. The detachable steel formwork reinforcement structure for use in a narrow space according to claim 1, wherein Each group of waler structures consists of two waler structures.

5. The detachable steel formwork reinforcement structure for use in a narrow space according to claim 1, wherein Each of the waler structures in one set of waler structures is connected to the corresponding waler structure in another set of waler structures by two precision-rolled threaded steel bars.

6. The detachable steel formwork reinforcement structure for use in a confined space according to claim 1, wherein The connecting plate has five bolt holes, two of which are located on the lower part of the connecting plate and the other three are located on the upper part of the connecting plate.