Graphene modified concrete structure

By setting specific structures and levels on the concrete slabs and combining graphene modified materials, the problems of poor splicing stability of concrete structures and insufficient crack and flame retardant performance are solved, which significantly extends the service life of concrete slabs.

CN223034324UActive Publication Date: 2025-06-27TONGXIANG XINLIAN CONCRETE CO LTD
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Patent Information

Application Number
CN202422126260.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-30
Publication Date
2025-06-27
Estimated Expiration
2034-08-30

AI Technical Summary

Technical Problem

When used, the existing concrete structure has poor splicing stability and insufficient crack resistance and flame retardant performance, which affects the service life.

Method used

The graphene modified concrete structure is adopted, and the strength, crack resistance and flame retardant properties of the concrete are enhanced by setting wedge grooves, wedges, bumps, grooves, slots and blocks on the concrete slab.

Benefits of technology

It improves the splicing stability and crack resistance of concrete slabs, and extends the service life of concrete slabs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of concrete, in particular to a graphene modified concrete structure which comprises a concrete plate A and a concrete plate B. A wedge groove connected with the concrete plate B is formed in one side of the concrete plate A. A wedge block entering the wedge groove is arranged outside the concrete plate B. A groove is formed in the inner side of the wedge groove. A protruding block entering the groove is arranged on the outer side of the wedge block, a clamping groove is formed in one side of the wedge groove, and a clamping block entering the clamping groove is arranged on one side of the wedge block. Through the arrangement of the carbon fiber net layer, the protruding blocks, the clamping grooves, the wedge grooves, the grooves, the wedge blocks, the clamping blocks, the flame-retardant layer A, the flame-retardant layer B, the steel wire net layer, the reinforcing ribs, the graphene layer A, the graphene layer B, the graphene layer C and the graphene layer D, the problems that when an existing concrete structure is used, the splicing stability of concrete plates is poor, meanwhile, the anti-cracking and flame-retardant performance of the concrete plates is poor, and the service life of the concrete plates is prolonged are solved. And the service life of the concrete slab is influenced.
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Description

Technical Field

[0001] The utility model relates to the technical field of concrete, in particular to a graphene modified concrete structure. Background Art

[0002] Concrete generally refers to an engineering composite material in which a binder cements aggregates into a whole. Usually, the term concrete refers to cement concrete, which uses cement as the binder, sand and stone as aggregates; it is mixed with water (which may contain additives and admixtures) in a certain proportion and obtained by stirring, also known as ordinary concrete, and it is widely used in civil engineering.

[0003] However, when the existing concrete structure is in use, the ends of two concrete slabs are usually connected. However, the connection stability at the ends of the concrete slabs is poor, and the concrete slabs are prone to shaking and offset. At the same time, the concrete slabs are exposed to the external environment and are easily cracked under the influence of external forces, which has a certain impact on the service life of the concrete slabs. Therefore, a graphene modified concrete structure is provided. Summary of the Utility Model

[0004] The main purpose of the utility model is to provide a graphene modified concrete structure. By setting a carbon fiber mesh layer, bumps, card slots, wedge slots, grooves, wedge blocks, clamping blocks, flame retardant layer A, flame retardant layer B, wire mesh layer, reinforcing ribs, graphene layer A, graphene layer B, graphene layer C and graphene layer D, the utility model solves the problems that when the existing concrete structure is in use, the splicing stability of the concrete slabs is poor, and at the same time, the crack resistance and flame retardant performance of the concrete slabs are poor, affecting the service life of the concrete slabs.

[0005] The technical solution adopted by the utility model to solve its technical problems is a graphene modified concrete structure, including concrete slab A and concrete slab B. One side of the concrete slab A is provided with a wedge slot for connecting with the concrete slab B. The outside of the concrete slab B of the concrete slab is provided with a wedge block entering the wedge slot. A groove is opened inside the wedge slot, and a bump entering the inside of the groove is arranged on the outside of the wedge block. A card slot is opened on one side of the wedge slot, and a clamping block entering the card slot is arranged on one side of the wedge block. The inside of the concrete slab A is provided with reinforcing ribs for increasing the strength of the concrete slab A. The graphene layer B and graphene layer C for modifying the concrete slab A are symmetrically arranged on the outside of the reinforcing ribs. The wire mesh layer for increasing the strength of the concrete slab A is arranged on the outside of the graphene layer B. The graphene layer A for modifying the concrete slab A is filled on the outside of the wire mesh layer. The carbon fiber mesh layer for increasing the strength of the concrete slab A is arranged on the outside of the graphene layer A. The flame retardant layer A for improving the flame retardant performance of the concrete slab A is arranged on one side of the graphene layer C. The graphene layer D connected with the flame retardant layer B is arranged on the outside of the flame retardant layer A.

[0006] By adopting the above technical solution, when connecting the concrete slab A and the concrete slab B, first place the wedge block outside the concrete slab B into the wedge groove opened on the surface of the concrete slab A. Subsequently, the clamping block outside the wedge block enters the clamping groove in the wedge groove, and at the same time, the convex block on the wedge block enters the groove on the wedge groove, thus facilitating the splicing process of the concrete slab A and the concrete slab B;

[0007] The reinforcing bars in the concrete slab A improve the strength of the concrete slab A. The wire mesh layer on one side of the graphene layer B is laid flat in the concrete slab A to improve the strength of the concrete slab A. The carbon fiber mesh layer outside the graphene layer A improves the crack resistance of the concrete, effectively reducing the cracks and cracking of the concrete. The flame retardant layer A outside the graphene layer C is made of fiberglass mesh, and the fiberglass mesh improves the toughness and flexural resistance of the concrete slab A, playing a role in tying, thus effectively controlling the expansion of cracks in the concrete slab A and improving the crack resistance of the concrete slab A. At the same time, the flame retardant layer B outside the graphene layer D is made of polypropylene fiber, and the polypropylene fiber can prevent the phenomenon of concrete shrinkage cracks, thereby improving the crack resistance performance of the concrete slab A. The fiberglass mesh has good flame retardant performance, and at high temperatures, many pores will be formed in the concrete slab A, and the moisture will drain along these pores, avoiding the formation of water vaporization and enhancing the flame retardant performance of the concrete slab A. The internal structure of the concrete slab B is the same as that of the concrete slab A, thereby improving the service life of the concrete slab A and the concrete slab B;

[0008] The evenly distributed graphene layer A, graphene layer B, graphene layer C, and graphene layer D in the concrete slab A enhance the mechanical properties of the concrete, and effectively improve the corrosion resistance of the concrete, extending the service life of the concrete slab A.

[0009] Specifically, the flame retardant layer A is made of fiberglass mesh, and the flame retardant layer B is made of polypropylene fiber.

[0010] By adopting the above technical solution, the flame retardant layer A in the concrete slab A is made of fiberglass mesh, and the fiberglass mesh improves the toughness and flexural resistance of the concrete slab A, playing a role in tying, thus effectively controlling the expansion of cracks in the concrete slab A and improving the crack resistance of the concrete slab A. And the fiberglass mesh has good flame retardant performance. At the same time, the flame retardant layer B in the concrete slab A is made of polypropylene fiber, which can prevent the phenomenon of concrete shrinkage cracks and improve the crack resistance performance of the concrete slab A. And at high temperatures, many pores will be formed in the concrete slab A, and the moisture will drain along these pores, avoiding the formation of water vaporization, thereby improving the crack resistance performance and flame retardant performance of the concrete slab A.

[0011] Specifically, the inner size of the wedge groove matches the outer size of the wedge block.

[0012] By adopting the above technical solution, when the wedge block on the concrete slab B enters the wedge groove opened on the surface of the concrete slab A, the inner side of the wedge groove fits with the outside of the wedge block, facilitating the entry of the wedge block into the inside of the wedge groove.

[0013] Specifically, the size of the inner side of the groove matches the size of the outer side of the convex block.

[0014] By adopting the above technical solution, when the convex block enters the inside of the groove, the size of the inner side of the groove matches the outside of the convex block, facilitating the entry of the convex block into the inside of the groove.

[0015] Specifically, the size of the inner side of the clamping groove matches the size of the outer side of the clamping block.

[0016] By adopting the above technical solution, when the clamping block enters the clamping groove, the size of the inner side of the clamping groove matches the outside of the clamping block, facilitating the entry of the clamping block into the inside of the clamping groove.

[0017] Advantages of the utility model:

[0018] (1) For the graphene-modified concrete structure of the utility model, when connecting the concrete slab A and the concrete slab B, first place the wedge block outside the concrete slab B into the wedge groove opened on the surface of the concrete slab A. Subsequently, the clamping block outside the wedge block enters the clamping groove in the wedge groove, and at the same time, the convex block on the wedge block enters the groove on the wedge groove, making the connection between the concrete slab A and the concrete slab B more stable, thus facilitating the splicing process of the concrete slab A and the concrete slab B.

[0019] (2) For the graphene-modified concrete structure of the utility model, the reinforcing bars in the concrete slab A improve the strength of the concrete slab A. The wire mesh layer on one side of the graphene layer B is laid flat in the concrete slab A to improve the strength of the concrete slab A. The carbon fiber mesh layer outside the graphene layer A improves the crack resistance of the concrete, effectively reducing the cracks and cracking of the concrete. The flame retardant layer A outside the graphene layer C is made of fiberglass mesh, and the fiberglass mesh improves the toughness and flexural resistance of the concrete slab A, playing a role in tying, thus effectively controlling the expansion of cracks in the concrete slab A and improving the crack resistance of the concrete slab A. At the same time, the flame retardant layer B outside the graphene layer D is made of polypropylene fiber, and the polypropylene fiber can prevent the phenomenon of concrete shrinkage cracks, thereby improving the crack resistance of the concrete slab A. The fiberglass mesh has good flame retardant performance, and at high temperatures, many pores will be formed in the concrete slab A, and water will drain along these pores, avoiding the formation of water vaporization, enhancing the flame retardant performance of the concrete slab A. The internal structure of the concrete slab B is the same as that of the concrete slab A, thereby improving the service life of the concrete slab A and the concrete slab B. Description of the drawings

[0020] The following further illustrates the utility model in conjunction with the drawings and embodiments.

[0021] Figure 1 This is the overall structural schematic diagram of a graphene-modified concrete structure of the present utility model;

[0022] Figure 2 This is the explosion structural schematic diagram of a graphene-modified concrete structure of the present utility model;

[0023] Figure 3 This is the internal structural schematic diagram of concrete slab A of a graphene-modified concrete structure of the present utility model;

[0024] In the figure: 1, concrete slab A; 2, concrete slab B; 3, groove; 4, card slot; 5, convex block; 6, wedge block; 7, wedge groove; 8, clamping block; 9, carbon fiber mesh layer; 10, graphene layer A; 11, steel wire mesh layer; 12, graphene layer B; 13, reinforcing rib; 14, graphene layer C; 15, flame retardant layer A; 16, graphene layer D; 17, flame retardant layer B. Specific embodiments

[0025] In order to make the technical means, creative features, achieved purposes and effects realized by the present utility model easy to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0026] In order to improve the service life of concrete slab A1 and concrete slab B2, as an embodiment of the present utility model, as Figure 1 , Figure 2 and Figure 3 shown, a graphene-modified concrete structure described in the present utility model includes a concrete slab A1 and a concrete slab B2. A wedge groove 7 connected to the concrete slab B2 is provided on one side of the concrete slab A1. A wedge block 6 entering the wedge groove 7 is provided outside the concrete slab B2. A groove 3 is opened inside the wedge groove 7. A convex block 5 entering the groove 3 is provided outside the wedge block 6. A card slot 4 is opened on one side of the wedge groove 7. A clamping block 8 entering the card slot 4 is provided on one side of the wedge block 6. A reinforcing rib 13 for increasing the strength of the concrete slab A1 is provided inside the concrete slab A1. Graphene layer B12 and graphene layer C14 for modifying the concrete slab A1 are symmetrically provided outside the reinforcing rib 13. A steel wire mesh layer 11 for increasing the strength of the concrete slab A1 is provided outside the graphene layer B12. A graphene layer A10 for modifying the concrete slab A1 is filled outside the steel wire mesh layer 11. A carbon fiber mesh layer 9 for increasing the strength of the concrete slab A1 is provided outside the graphene layer A10. A flame retardant layer A15 for improving the flame retardant performance of the concrete slab A1 is provided on one side of the graphene layer C14. A graphene layer D16 connected to the flame retardant layer B17 is provided outside the flame retardant layer A15.

[0027] During use, when connecting concrete slab A1 and concrete slab B2, first place the wedge block 6 outside the concrete slab B2 into the wedge groove 7 opened on the surface of the concrete slab A1. Subsequently, the clamping block 8 outside the wedge block 6 enters the clamping groove 4 in the wedge groove 7. At the same time, the convex block 5 on the wedge block 6 enters the groove 3 on the wedge groove 7, thus facilitating the splicing of the concrete slab A1 and the concrete slab B2;

[0028] The reinforcing bars 13 in the concrete slab A1 improve the strength of the concrete slab A1. The wire mesh layer 11 on one side of the graphene layer B12 is laid flat in the concrete slab A1 to improve the strength of the concrete slab A1. The carbon fiber mesh layer 9 outside the graphene layer A10 improves the crack resistance of the concrete, effectively reducing the cracks and cracking of the concrete. The flame retardant layer A15 outside the graphene layer C14 is made of fiberglass mesh. The fiberglass mesh improves the toughness and flexural resistance of the concrete slab A1, playing a role in tying and thus effectively controlling the expansion of cracks in the concrete slab A1 and improving the crack resistance of the concrete slab A1. At the same time, the flame retardant layer B17 outside the graphene layer D16 is made of polypropylene fiber. The polypropylene fiber can prevent the phenomenon of concrete shrinkage cracks, thereby improving the crack resistance performance of the concrete slab A1. The fiberglass mesh has good flame retardant performance, and at high temperatures, many pores will be formed in the concrete slab A1, and the moisture will drain along these pores, avoiding the formation of moisture vaporization and enhancing the flame retardant performance of the concrete slab A1. The internal structure of the concrete slab B2 is the same as that of the concrete slab A1, thereby improving the service life of the concrete slab A1 and the concrete slab B2;

[0029] The graphene layer A10, graphene layer B12, graphene layer C14, and graphene layer D16 evenly distributed in the concrete slab A1 enhance the mechanical properties of the concrete and effectively improve the corrosion resistance of the concrete, extending the service life of the concrete slab A1.

[0030] To improve the crack resistance and flame retardant performance of the concrete slab A1, by way of example, as Figure 3 shown, the present invention further includes that the flame retardant layer A15 is made of fiberglass mesh, and the flame retardant layer B17 is made of polypropylene fiber.

[0031] During use, the flame retardant layer A15 in the concrete slab A1 is made of fiberglass mesh. The fiberglass mesh improves the toughness and flexural resistance of the concrete slab A1, playing a role in tying and thus effectively controlling the expansion of cracks in the concrete slab A1 and improving the crack resistance of the concrete slab A1. And the fiberglass mesh has good flame retardant performance. At the same time, the flame retardant layer B17 in the concrete slab A1 is made of polypropylene fiber, which can prevent the phenomenon of concrete shrinkage cracks and improve the crack resistance performance of the concrete slab A1. And at high temperatures, many pores will be formed in the concrete slab A1, and the moisture will drain along these pores, avoiding the formation of moisture vaporization, thereby improving the crack resistance and flame retardant performance of the concrete slab A1.

[0032] For the convenience of the wedge block 6 entering the inside of the wedge groove 7, exemplarily, as Figure 2 shown, the present utility model further includes that the inner dimension of the wedge groove 7 is in conformity with the outer dimension of the wedge block 6.

[0033] During use, when the wedge block 6 on the concrete slab B2 enters the wedge groove 7 formed on the surface of the concrete slab A1, the inner side of the wedge groove 7 conforms to the outside of the wedge block 6, which is convenient for the wedge block 6 to enter the inside of the wedge groove 7.

[0034] For the convenience of the convex block 5 entering the inside of the concave groove 3, exemplarily, as Figure 2 shown, the present utility model further includes that the inner dimension of the concave groove 3 is in conformity with the outer dimension of the convex block 5.

[0035] During use, when the convex block 5 enters the inside of the concave groove 3, the inner dimension of the concave groove 3 conforms to the outside of the convex block 5, which is convenient for the convex block 5 to enter the inside of the concave groove 3.

[0036] For the convenience of the clamping block 8 entering the inside of the clamping groove 4, exemplarily, as Figure 2 shown, the present utility model further includes that the inner dimension of the clamping groove 4 is in conformity with the outer dimension of the clamping block 8.

[0037] During use, when the clamping block 8 enters the clamping groove 4, the inner dimension of the clamping groove 4 conforms to the outside of the clamping block 8, which is convenient for the clamping block 8 to enter the inside of the clamping groove 4.

[0038] When the present utility model is in use and when the concrete slab A1 and the concrete slab B2 need to be connected, first, the wedge block 6 outside the concrete slab B2 is placed into the wedge groove 7 formed on the surface of the concrete slab A1. Subsequently, the clamping block 8 outside the wedge block 6 enters the clamping groove 4 in the wedge groove 7, and at the same time, the convex block 5 on the wedge block 6 enters the concave groove 3 on the wedge groove 7, thereby facilitating the splicing process of the concrete slab A1 and the concrete slab B2;

[0039] The reinforcing bars 13 in the concrete slab A1 enhance the strength of the concrete slab A1. The wire mesh layer 11 on one side of the graphene layer B12 is laid flat in the concrete slab A1 to improve the strength of the concrete slab A1. The carbon fiber mesh layer 9 outside the graphene layer A10 improves the crack resistance of the concrete, effectively reducing the cracks and cracking of the concrete. The flame retardant layer A15 outside the graphene layer C14 is made of a glass fiber mesh. The glass fiber mesh improves the toughness and flexural resistance of the concrete slab A1, playing a role in tying and thus effectively controlling the expansion of cracks in the concrete slab A1 and improving the crack resistance of the concrete slab A1. At the same time, the flame retardant layer B17 outside the graphene layer D16 is made of polypropylene fibers. The polypropylene fibers can prevent the phenomenon of shrinkage cracks in the concrete, thereby improving the crack resistance of the concrete slab A1. The glass fiber mesh has good flame retardant performance, and at high temperatures, many pores will be formed in the concrete slab A1, and the moisture will drain along these pores, avoiding the formation of moisture vaporization and enhancing the flame retardant performance of the concrete slab A1. The internal structure of the concrete slab B2 is the same as that of the concrete slab A1, thereby improving the service life of the concrete slab A1 and the concrete slab B2;

[0040] The evenly distributed graphene layer A10, graphene layer B12, graphene layer C14 and graphene layer D16 in the concrete slab A1 enhance the mechanical properties of the concrete and effectively improve the corrosion resistance of the concrete, prolonging the service life of the concrete slab A1;

[0041] The flame retardant layer A15 in the concrete slab A1 is made of a glass fiber mesh. The glass fiber mesh improves the toughness and flexural resistance of the concrete slab A1, playing a role in tying and thus effectively controlling the expansion of cracks in the concrete slab A1 and improving the crack resistance of the concrete slab A1. And the glass fiber mesh has good flame retardant performance. At the same time, the flame retardant layer B17 in the concrete slab A1 is made of polypropylene fibers, which can prevent the phenomenon of shrinkage cracks in the concrete and improve the crack resistance of the concrete slab A1. And at high temperatures, many pores will be formed in the concrete slab A1, and the moisture will drain along these pores, avoiding the formation of moisture vaporization, thereby improving the crack resistance and flame retardant performance of the concrete slab A1.

[0042] The above shows and describes the basic principles, main features and advantages of the present utility model. Those skilled in the art of this industry should understand that the present utility model is not limited by the above embodiments. The above embodiments and the descriptions in the specification only illustrate the principles of the present utility model. Without departing from the spirit and scope of the present utility model, the present utility model will have various changes and improvements, and these changes and improvements all fall within the scope claimed by the present utility model. The scope claimed by the present utility model is defined by the appended claims and their equivalents.

Claims

1. A graphene-modified concrete structure, characterized in that: The invention comprises a concrete slab A (1) and a concrete slab B (2), wherein one side of the concrete slab A (1) is provided with a wedge groove (7) connected to the concrete slab B (2), the concrete slab B (2) is provided with a wedge block (6) on the outside of the concrete slab for entering the wedge groove (7), the inner side of the wedge groove (7) is provided with a groove (3), the outer side of the wedge block (6) is provided with a protrusion (5) for entering the inner side of the groove (3), the wedge groove (7) is provided with a clamping groove (4), the one side of the wedge block (6) is provided with a clamping block (8) for entering the clamping groove (4), the concrete slab A (1) is provided with a reinforcing rib (13) for increasing the strength of the concrete slab A (1), the outer side of the reinforcing rib (13) is provided with a protrusion (5) for entering the inner side of the groove (3), the wedge groove (7) is provided with a clamping groove (4), the concrete slab A (1) is provided with a reinforcing rib (13) for increasing the strength of the concrete slab A (1), and the outer side of the reinforcing rib (13) is provided with a protrusion (5) for entering the inner side of the groove (3). A graphene layer B (12) and a graphene layer C (14) for modifying a concrete slab A (1) are provided, a steel mesh layer (11) for improving the strength of the concrete slab A (1) is provided on the outside of the graphene layer B (12), a graphene layer A (10) for modifying the concrete slab A (1) is filled on the outside of the steel mesh layer (11), a carbon fiber mesh layer (9) for increasing the strength of the concrete slab A (1) is provided on the outside of the graphene layer A (10), a flame retardant layer A (15) for improving the flame retardant properties of the concrete slab A (1) is provided on one side of the graphene layer C (14), and a graphene layer D (16) connected to the flame retardant layer B (17) is provided on the outside of the flame retardant layer A (15).

2. A graphene modified concrete structure according to claim 1, characterized in that: The flame retardant layer A (15) is made of glass fiber mesh, and the flame retardant layer B (17) is made of polypropylene fiber.

3. A graphene modified concrete structure according to claim 1, characterized in that: The inner size of the wedge groove (7) matches the outer size of the wedge block (6).

4. A graphene modified concrete structure according to claim 1, characterized in that: The inner size of the groove (3) matches the outer size of the protrusion (5).

5. The graphene modified concrete structure according to claim 1, characterized in that: The inner size of the card slot (4) matches the outer size of the card block (8).