Carbon fiber component for reinforcing concrete structure

By employing a carbon fiber reinforcement system with multi-layer hexagonal mesh and a three-dimensional spatial frame in concrete structures, the problem of insufficient tensile strength of traditional reinforced concrete structures under complex stress conditions has been solved, improving the overall rigidity and stability of concrete structures, simplifying the construction process, and enhancing the safety performance of infrastructure such as bridges.

CN223688772UActive Publication Date: 2025-12-19CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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Patent Information

Application Number
CN202423312861.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-31
Publication Date
2025-12-19
Estimated Expiration
2034-12-31

AI Technical Summary

Technical Problem

Existing technologies struggle to address the insufficient tensile strength of traditional reinforced concrete structures under complex stress conditions. Current reinforcement methods are ineffective in modifying concrete structures, particularly in improving their durability, safety, and security.

Method used

The design of the carbon fiber structure, which adopts a multi-layer hexagonal and three-dimensional spatial frame, uses the technical means of multi-layer hexagonal and spatial reinforcement. The carbon fiber material is used to make connecting rod 1, connecting rod 2 and connecting rod 2, and the design of the connecting ring. Through the setting of multi-layer hexagonal grid and three-dimensional spatial frame, the overall rigidity and stability of the concrete structure are improved, local stress concentration is prevented, and the load-bearing capacity and safety of the structure are enhanced.

Benefits of technology

It achieves high tensile strength and modulus of elasticity without significantly increasing weight, simplifies the construction process, and improves the safety performance and construction convenience of infrastructure such as bridges.

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Abstract

The utility model discloses a carbon fiber component for reinforcing a concrete structure, and relates to the technical field of concrete structures. The embedded component comprises a connecting ring, a positioning ring fixed to the inner side of the connecting ring, connecting rods fixed to the extending ends of the inner ring of the positioning ring, positioning balls fixed to the other ends of the connecting rods, first connecting rods connected with the adjacent positioning balls in the same layer, and second connecting rods connected with the adjacent positioning balls in different layers. The positioning balls and the first connecting rods arranged on the same layer face intersect to form six-side reinforcing layers, and the multiple six-side reinforcing layers form a space reinforcing system through the second connecting rods. Through the arrangement of the multiple layers of hexagonal grids and the three-dimensional space frame, the overall rigidity and stability of the concrete structure are greatly improved, external force applied to the structure can be evenly distributed, local stress concentration is prevented, and therefore the bearing capacity of the structure is improved, embedded components of different specifications are customized according to the requirements of specific projects, and the construction cost is reduced. And installation and arrangement are convenient.
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Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of concrete structure, especially relate to a carbon fiber component for reinforcing concrete structure. BACKGROUND

[0002] In the initial construction process of concrete structures, it is crucial to ensure that the structure has sufficient strength and durability. Traditional reinforced concrete structures rely on internal steel reinforcement mesh to provide the necessary tensile strength. However, in certain situations such as special load conditions, harsh environments, or design requirements for higher safety factors, relying solely on ordinary steel reinforcement may not be sufficient to meet these demands. In the preliminary production of concrete structures, existing reinforcement methods mainly focus on optimizing steel reinforcement arrangement and using high-performance concrete. Although these methods can improve structural performance to some extent, they still have some limitations:

[0003] Traditional steel reinforcement can enhance the tensile capacity of concrete, but its effectiveness is limited under complex stress conditions (such as seismic design) or in corrosive environments; prestressed concrete technology can improve structural stiffness and bearing capacity, but it requires extremely high construction precision and is relatively expensive; the choice of traditional materials is often limited by factors such as weight, durability, and construction convenience, making it difficult to achieve optimal reinforcement results.

[0004] To this end, we provide a carbon fiber component for reinforcing concrete structures to solve the above problems. SUMMARY

[0005] To solve the above technical problems, the utility model is realized by the following technical solutions:

[0006] The utility model is a carbon fiber component for reinforcing concrete structures, which includes an embedded component, the embedded component includes a connecting ring, a positioning ring fixed to the inner side of the connecting ring, a connecting rod fixed to each extension end of the inner ring of the positioning ring, a positioning ball fixed to the other end of the connecting rod, a connecting rod one connecting adjacent positioning balls in the same layer, and a connecting rod two connecting adjacent positioning balls in different layers.

[0007] The positioning balls and connecting rods one in the same layer intersect to form a hexagonal reinforcement layer, and multiple hexagonal reinforcement layers form a spatial reinforcement system through connecting rods two.

[0008] The utility model is further provided with screw holes at the edge of the connecting ring, and the connecting rings in adjacent embedded components are fixed through fasteners.

[0009] The utility model is further provided with multiple screw holes on the circumferential side of the positioning ball, and the screw holes are connected through thread adaptation with the ends of the connecting rods one and two.

[0010] The utility model further sets up, the connecting rod one, connecting rod two and connecting rod are all carbon fiber material quality.

[0011] The utility model further sets up, the embedded component is preburied in concrete structure, and the connecting ring in the embedded component located the edge portion is fixed with the reinforcing steel structure preburied in concrete structure through fastener.

[0012] The utility model further sets up, the positioning ball is solid structure, and the positioning ball surface is coated with corrosion -resistant layer.

[0013] The utility model has following beneficial effect:

[0014] 1, the utility model discloses a plurality of hexagonal grid and three -dimensional space frame's setting, greatly improve the overall rigidity and stability of concrete structure, can evenly distribute the external force on the structure, prevent local stress concentration to improve the carrying capacity of structure, adopt carbon fiber material to make connecting rod one, connecting rod two and connecting rod, not only guarantee high tensile strength and elastic modulus, and light in weight, help reduce the additional load to the original structure, provide strong support force simultaneously.

[0015] 2, the utility model discloses can customize different specifications embedded component according to the demand of specific project, be convenient for installation and arrangement, pass through the screw hole on connecting ring and the original steel mesh firm combination, once the complete carbon fiber reinforcing network formed after concrete solidification will greatly improve the safety performance of infrastructure such as bridge, simplify the construction process, and ensure the stability and reliability of reinforcing system.

[0016] Of course, any product implementing the utility model does not necessarily need to achieve all the advantages described above. DRAWINGS

[0017] In order to more clearly illustrate the technical scheme of the embodiments of the utility model, the following will briefly introduce the drawing needed to be used in the embodiment description, and obviously, the drawing in the following description is only some embodiments of the utility model, and for the ordinary skilled person in the art, other drawings can also be obtained according to these drawings without paying creative labor.

[0018] Fig. 1 It is the assembly schematic drawing of multiple embedded components in the utility model.

[0019] Fig. 2 It is the embedded component structure schematic drawing in the utility model.

[0020] Fig. 3 It is the assembly schematic drawing of positioning ball and connecting rod two, connecting rod one and connecting rod in the utility model.

[0021] The components represented by the reference numerals in the drawings are listed as follows:

[0022] 100, embedded component; 101, connecting ring; 102, positioning ball; 103, connecting rod two; 104, connecting rod one; 105, positioning ring; 106, connecting rod. DETAILED DESCRIPTION

[0023] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all the other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the present application.

[0024] EMBODIMENT

[0025] Please refer to Figs. 1-3 The present application is a kind of carbon fiber component for reinforcing concrete structure, comprising an embedded component 100, the embedded component 100 comprises a connecting ring 101, a positioning ring 105 fixed to the inner side of the connecting ring 101, a connecting rod 106 fixed to each extension end of the inner ring of the positioning ring 105, a positioning ball 102 fixed to the other end of the connecting rod 106, a connecting rod one 104 connecting adjacent positioning balls 102 in the same layer, and a connecting rod two 103 connecting adjacent positioning balls 102 in different layers, a plurality of screw holes are formed on the circumferential side of the positioning ball 102, and the screw holes are connected with the connecting rod one 104 and the connecting rod two 103 end threaded adaptation.

[0026] The connecting rod 106 is a key component for force transmission, one end of the connecting rod 106 is fixed to the positioning ring 105, the other end is connected with the positioning ball 102, the positioning ring 105 is located in the inner side of the connecting ring 101, which provides an accurate installation position for the connecting rod 106, which helps to maintain the geometric stability of the whole system, so that the force can be evenly distributed on the whole reinforcing network, the connecting ring 101 not only plays a role in fixing the whole reinforcing system, but also the screw holes formed on the edge allow the connecting rod one 104 and the connecting rod two 103 to be connected with the embedded steel bars in the concrete structure through fasteners (such as screws or bolts), ensuring the close combination between the reinforcing system and the original structure, preventing slipping when stressed;

[0027] The positioning balls 102 and the connecting rod one 104 in the same layer cross to form a hexagonal reinforcing layer, and the multiple hexagonal reinforcing layers form a spatial reinforcing system through the connecting rod two 103.

[0028] Specifically, the embedded component 100 is embedded in the concrete structure, and the connecting ring 101 in the embedded component 100 at the edge is fixed with the reinforcing structure embedded in the concrete structure through a fastener, and the connecting ring 101 is provided with a threaded hole at the edge, and the connecting ring 101 in the adjacent embedded component 100 is fixed through a fastener.

[0029] Further, the connecting rod one 104, the connecting rod two 103 and the connecting rod 106 are all carbon fiber materials, the connecting rod one 104 is responsible for building a hexagonal grid in a plane, and the connecting rod two 103 realizes the connection between different height levels, creating a three-dimensional space frame, improving the overall rigidity and stability of the structure, and the selection of carbon fiber material means that these rods have high tensile strength and elastic modulus, which can provide great support force without significantly increasing the weight; the positioning ball 102 is a solid structure, and the surface of the positioning ball 102 is coated with a corrosion-resistant layer, the solid structure of the positioning ball 102 can withstand a large compression load, and the corrosion-resistant coating on the surface increases its ability to resist environmental erosion, and a plurality of threaded holes are provided around each positioning ball 102 for threaded connection with other connecting rods to form a solid node.

[0030] When an external force is applied to the concrete structure, the embedded component 100 transmits the force to the positioning ball 102, which then distributes it to the surrounding connecting rods. Due to the use of a multi-layer hexagonal reinforcement layer space reinforcement system, any point receiving pressure will be quickly dispersed to a large area of reinforcement units, effectively preventing local damage. Even if the concrete structure has a small crack, the space reinforcement system can absorb and redistribute the stress from the crack, preventing further expansion of the crack. This is because the hexagonal grid structure itself has a certain flexibility and adaptability, and can adjust itself to a certain extent to cope with deformation.

[0031] Suppose this component is used in a bridge reinforcement project. First, according to the specific size and shape of the bridge, customize the corresponding specifications of the embedded component 100, then arrange these components according to the predetermined position and spacing before pouring the new bridge deck, and firmly combine them with the original steel mesh through the threaded holes on the connecting ring 101. Once the concrete solidifies, a complete carbon fiber reinforcement network is formed, which will greatly improve the carrying capacity and safety of the bridge.

[0032] In the description of the specification, the description of the terms "one embodiment", "an example", "a specific example" and the like means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the utility model. In the specification, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0033] The preferred embodiments of the utility model disclosed above are only used for helping to explain the utility model. The preferred embodiments do not describe all the details exhaustively, and also do not limit the utility model to only the specific implementation manners described. Obviously, according to the content of the specification, many modifications and changes can be made. The specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that the persons skilled in the art can well understand and utilize the utility model. The utility model is limited only by the claims and the entire scope and equivalents thereof.

Claims

1. A carbon fibre reinforcement for use in the reinforcement of concrete structures, comprising an embedded reinforcement (100), characterised in that: The embedded component (100) comprises a connecting ring (101), a positioning ring (105) fixed to the inner side of the connecting ring (101), a connecting rod (106) fixed to each extension end of the inner circle of the positioning ring (105), a positioning ball (102) fixed to the other end of the connecting rod (106), a connecting rod I (104) connecting adjacent positioning balls (102) in the same plane, and a connecting rod II (103) connecting adjacent positioning balls (102) in different planes. The positioning balls (102) and the connecting rod I (104) in the same plane intersect to form a hexagonal reinforced layer, and multiple layers of the hexagonal reinforced layer form a spatial reinforced system through the connecting rod II (103).

2. A carbon fibre reinforcement for use in the strengthening of concrete structures according to claim 1, characterised in that, The connecting ring (101) is provided with a screw hole at the edge, and the connecting rings (101) in adjacent embedded components (100) are fixed through fasteners.

3. A carbon fiber member for reinforcing a concrete structure according to claim 1, wherein The positioning ball (102) is provided with multiple screw holes on the circumferential side, and the screw holes are connected to the connecting rod I (104) and the connecting rod II (103) through thread adaptation.

4. A carbon fiber member for reinforcing a concrete structure according to claim 1, wherein The connecting rod I (104), the connecting rod II (103), and the connecting rod (106) are all made of carbon fiber material.

5. A carbon fiber member for reinforcing a concrete structure according to claim 1, wherein The embedded component (100) is pre-buried in a concrete structure, and the connecting ring (101) in the embedded component (100) at the edge is fixed to the pre-buried steel structure in the concrete structure through fasteners.

6. A carbon fiber member for reinforcing a concrete structure according to claim 1, wherein The positioning ball (102) is a solid structure, and the surface of the positioning ball (102) is coated with a corrosion-resistant layer.