一种后浇预留洞免支撑免拆除式一体化模板结构

The non-removable mechanism composed of steel plates, screws, angle steel, etc. solves the problem of increased costs in the construction of reserved openings in floor slabs due to the erection and dismantling of supports. It achieves stable installation and permanent retention of steel plates, improves the load-bearing capacity and integrity of floor slabs, simplifies the construction process, and saves materials and time.

CN224514519UActive Publication Date: 2026-07-17GUANGDONG CONSTR ENG GRP

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
GUANGDONG CONSTR ENG GRP
Filing Date
2025-07-08
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies, scaffolding needs to be erected and dismantled during the construction of pre-reserved openings in floor slabs, which increases construction costs. In addition, traditional wooden formwork scaffolding systems occupy space and affect construction progress.

Method used

The non-removable mechanism, composed of steel plates, screws, angle steel, steel sheets, and square tubes, achieves stable installation of steel plates on the concrete floor slab surface through threaded connections and magnetic attraction. It is retained as a permanent structure, enhancing the tightness of the new concrete slab in the opening area and the load-bearing capacity of the surrounding floor slab, and avoiding the need for scaffolding erection and dismantling.

Benefits of technology

It reduces construction costs, improves the load-bearing capacity and integrity of the floor slab, simplifies the construction process, saves materials, does not occupy the space below the opening, and improves construction efficiency.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN224514519U_ABST
    Figure CN224514519U_ABST
Patent Text Reader

Abstract

本实用新型涉及一种后浇预留洞免支撑免拆除式一体化模板结构,属于一体化模板结构技术领域。该后浇预留洞免支撑免拆除式一体化模板结构,包括:钢板;免拆机构,所述免拆机构包括固定连接于钢板顶部等列分布的螺杆以及角钢;通过螺杆、螺母、角钢、钢片与方管相互配合,实现了钢板固定在混凝土楼板表面,使洞口底面钢板的抗弯性能和承载能力大幅增强,保证在安装钢筋和浇筑混凝土时钢模板在没有架体支撑的情况下不会发生垮塌或明显变形,模板体系造型简单,施工便利,无需在洞口下方搭设模板支架,相比传统木模支架体系而言节省了大量材料,也节省了支架搭设和拆除时的麻烦,降低施工成本。
Need to check novelty before this filing date? Find Prior Art

Claims

1. A post-cast reserved hole free-supporting and free-dismantling integrated formwork structure, characterized in that, include: Steel plate (100); The non-disassembly mechanism (200) includes screws (204) and angle steel (201) that are fixedly connected to the top of the steel plate (100) in equal rows. The surface of the screws (204) is threaded with nuts (205). A steel plate (202) is fixedly connected to one side of the angle steel (201), and a square tube (203) is fixedly connected to one side of the steel plate (202).

2. The integrated formwork structure for post-cast reserved holes without support or dismantling as described in claim 1, characterized in that, A washer (208) is fitted on the surface of the screw (204), and one end of the washer (208) contacts one end of the nut (205).

3. The post-cast preformed hole support-free dismantling-free integrated formwork structure according to claim 2, characterized in that, A magnetic ring (209) is embedded in one end of the gasket (208), and the nut (205) is a ferrite stainless steel component. One end of the magnetic ring (209) is magnetically attracted to one end of the nut (205).

4. The post-cast preformed hole support-free and dismantlement-free integrated formwork structure according to claim 1, characterized in that, The top of the steel plate (100) is fixedly connected to a hook (207).

5. The post-cast preformed hole support-free dismantling-free integrated formwork structure according to claim 4, characterized in that, A rubber strip (206) is embedded in the top of the steel plate (100), and the surfaces of the rubber strip (206) and the hook (207) are both "L" shaped.

6. The post-cast preformed hole support-free and dismantlement-free integrated formwork structure according to claim 1, characterized in that, A steel column (211) is fixedly connected to one side of the steel sheet (202), and the surface of the steel column (211) is slidably connected to the inner wall of the angle steel (201).

7. The post-cast preformed hole support-free and dismantlement-free integrated formwork structure according to claim 1, characterized in that, The bottom of the angle steel (201) is fixedly connected to an equally arranged oblique steel block (210), and the top of the oblique steel block (210) is fixedly connected to the bottom of the steel sheet (202).