Reinforced steel sheet bending forming composite carbon fiber mesh reinforced plane truss

CN224647985UActive Publication Date: 2026-08-18GUANGDONG XINGNANXIANG CONSTRUCTION CONSULTING CO LTD
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Patent Information

Application Number
CN202521399678.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-07-04
Publication Date
2026-08-18
Estimated Expiration
2035-07-04

AI Technical Summary

Technical Problem

[0003]本实用新型的目的在于提供钢筋网片折弯成型复合碳纤维网增强平面桁架,以解决上述背景技术中提出现有的普通钢筋桁架均是单上弦,两个下弦,左右两侧各有一根腹杆筋所组成,但如此会造成制作钢筋桁架耗材量大,成本高,不利于使用的问题,

Benefits of technology

[0008]本申请结构强度高、同时还能节省钢筋材料,在保证使用的前提下优化了使用成本,大大的增加了其实用性。

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Abstract

The application discloses a steel bar mesh bending forming composite carbon fiber net reinforced plane truss which comprises horizontal steel bars, a steel bar net frame, a composite carbon fiber net A and a composite carbon fiber net B. The composite carbon fiber net B is arranged on the upper surface of the steel bar net frame, and the composite carbon fiber net A is arranged on the lower surface of the steel bar net frame. The steel bar mesh bending forming composite carbon fiber net reinforced plane truss has high structural strength, can save steel bar materials, optimizes the use cost under the premise of ensuring use, and greatly increases practicability.
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Description

Technical Field

[0001] This utility model belongs to the field of steel truss technology, specifically relating to a composite carbon fiber mesh reinforced planar truss formed by bending steel mesh. Background Technology

[0002] Currently, existing ordinary steel trusses are composed of a single top chord, two bottom chords, and a web reinforcement on each side. However, this results in a large amount of material consumption and high cost in manufacturing steel trusses, which is not conducive to their use. Therefore, we propose a composite carbon fiber mesh reinforced planar truss formed by bending steel mesh. Utility Model Content

[0003] The purpose of this invention is to provide a composite carbon fiber mesh reinforced planar truss formed by bending steel mesh, in order to solve the problem mentioned in the background art that existing ordinary steel trusses are composed of a single top chord, two bottom chords, and one web member on each side, which results in high material consumption, high cost, and is not conducive to use.

[0004] To achieve the above objectives, this utility model provides the following technical solution: a composite carbon fiber mesh reinforced planar truss formed by bending steel mesh, comprising horizontal steel bars, a steel mesh frame, a composite carbon fiber mesh A and a composite carbon fiber mesh B, wherein the composite carbon fiber mesh B is located on the upper surface of the steel mesh frame, and the composite carbon fiber mesh A is located on the lower surface of the steel mesh frame.

[0005] Preferably, the interior of the steel mesh frame is provided with horizontal steel bars, and the cross-sectional shape of the horizontal steel bars is "U".

[0006] Preferably, the composite carbon fiber mesh A and composite carbon fiber mesh B include, but are not limited to, composite carbon fiber mesh, glass fiber mesh, basalt fiber mesh, carbon fiber mesh, synthetic fiber mesh, and carbon fiber mesh made of the above fiber combinations.

[0007] Compared with the prior art, the beneficial effects of this utility model are:

[0008] This application features high structural strength and saves on steel reinforcement materials, optimizing usage costs while ensuring usability and greatly increasing its practicality. Attached Figure Description

[0009] Figure 1 This is a schematic diagram of the overall structure of this utility model.

[0010] In the diagram: 1. Horizontal reinforcing bar; 2. Reinforcing bar mesh; 3. Composite carbon fiber mesh A; 4. Composite carbon fiber mesh B. Detailed Implementation

[0011] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0012] Please see Figure 1 This utility model provides a composite carbon fiber mesh reinforced planar truss formed by bending steel mesh, including horizontal steel bars 1, steel mesh frame 2, composite carbon fiber mesh A3 and composite carbon fiber mesh B4. Composite carbon fiber mesh B4 is located on the upper surface of steel mesh frame 2, and composite carbon fiber mesh A3 is located on the lower surface of steel mesh frame 2.

[0013] Specifically, the interior of the steel mesh frame 2 is provided with horizontal steel bars 1, and the cross-sectional shape of the horizontal steel bars 1 is "U".

[0014] Specifically, composite carbon fiber mesh A3 and composite carbon fiber mesh B4 include, but are not limited to, composite carbon fiber mesh, glass fiber mesh, basalt fiber mesh, carbon fiber mesh, synthetic fiber mesh, and carbon fiber mesh made from combinations of the above fibers.

[0015] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A composite carbon fiber mesh reinforced planar truss formed by bending steel mesh, comprising transverse steel bars (1), steel mesh frame (2), composite carbon fiber mesh A (3) and composite carbon fiber mesh B (4), characterized in that: The composite carbon fiber mesh B (4) is located on the upper surface of the steel mesh frame (2), and the composite carbon fiber mesh A (3) is located on the lower surface of the steel mesh frame (2).

2. The composite carbon fiber mesh reinforced planar truss formed by bending steel mesh according to claim 1, characterized in that: The steel mesh frame (2) is provided with horizontal steel bars (1) inside, and the cross-sectional shape of the horizontal steel bars (1) is "U".

3. The composite carbon fiber mesh reinforced planar truss formed by bending steel mesh according to claim 1, characterized in that: The composite carbon fiber mesh A (3) and composite carbon fiber mesh B (4) include, but are not limited to, composite carbon fiber mesh, glass fiber mesh, basalt fiber mesh, carbon fiber mesh, and synthetic fiber mesh.