Novel metal pavement reinforced net
The novel metal pavement reinforcement mesh addresses issues of compressive and thermal resistance by integrating stainless steel and titanium alloy layers with nickel-based alloys, improving structural stability and durability.
Patent Information
- Application Number
- CN202420761517.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-12
- Publication Date
- 2024-12-31
- Estimated Expiration
- 2034-04-12
AI Technical Summary
Existing metal pavement reinforcement meshes suffer from poor compressive and deformation resistance, short service life due to thermal expansion and contraction, and lack high temperature resistance, necessitating improved structural design and materials for positioning ribs.
A novel metal pavement reinforcement mesh featuring a grid frame with positioning ribs, reinforcement plates, stainless steel layers, fiber layers, compression ribs, and high-temperature resistant layers, along with steel bars and anti-deformation layers, enhancing stability and durability through improved materials and structural integration.
The mesh exhibits enhanced compressive strength, thermal stability, and extended service life by utilizing stainless steel and titanium alloy layers, along with nickel-based alloys for high temperature resistance, ensuring stability under varying environmental conditions.
Smart Images
Figure CN222275136U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of reinforced meshes, in particular to a novel metal pavement reinforced mesh. Background Art
[0002] The new metal pavement reinforcement mesh is an innovative material used to enhance the strength and stability of pavement structures. Through its unique structural design and material selection, the new metal pavement reinforcement mesh achieves the strengthening and reinforcement of the pavement structure. It can tightly connect the pavement materials together to form an integrated structural system, thereby effectively dispersing and bearing the forces of vehicle loads and the external environment.
[0003] Metal materials, such as steel bars, are generally arranged inside the reinforced mesh to improve the bearing capacity of the reinforced mesh on the road surface. However, the surrounding area of the reinforced mesh and the soil is not stable enough, and a large number of clamps are often required to limit the reinforced mesh and the road surface, which is quite physically demanding. The materials used for the positioning bars inside the reinforced mesh are relatively simple, and often only steel materials are arranged. The compressive and deformation resistance of the positioning bars are poor, which shortens the service life of the reinforced mesh. It also does not have good high temperature resistance. The materials used for the positioning bars are prone to thermal expansion and contraction. Therefore, it is particularly important to design a new type of metal pavement reinforcement mesh. Utility Model Content
[0004] The purpose of the utility model is to provide a new type of metal pavement reinforcement mesh to solve the problems that the positioning ribs proposed in the above background technology have poor compressive and deformation resistance, which shortens the service life of the reinforcement mesh, does not have good high temperature resistance, and the material used to set the positioning ribs is prone to thermal expansion and contraction.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a new type of metal pavement reinforcement mesh, including a grid frame, the grid frame includes a reinforcement mesh and a plurality of positioning ribs, the plurality of positioning ribs are respectively arranged inside the reinforcement mesh, a plurality of reinforcement plates are arranged on the outer wall of the positioning ribs, the bottom ends of the plurality of reinforcement plates are all provided with auxiliary ribs, one end of the plurality of auxiliary ribs are all provided with a piercing cone, the interiors of the plurality of reinforcement plates are all provided with auxiliary blocks, the surfaces of the plurality of positioning ribs are all provided with a stainless steel layer, the interiors of the plurality of positioning ribs are all provided with a plurality of compression ribs, and the interiors of the plurality of positioning ribs are all provided with steel bars.
[0006] As a preferred technical solution of the utility model, a fiber layer is arranged inside each of the plurality of positioning ribs, and one side of each of the plurality of compression ribs is in contact with one side of each of the plurality of fiber layers.
[0007] As a preferred technical solution of the utility model, a high temperature resistant layer is arranged inside each of the plurality of positioning ribs, and an anti-deformation layer is arranged inside each of the plurality of positioning ribs.
[0008] As a preferred technical solution of the utility model, one side of the plurality of anti-deformation layers is respectively in contact with one side of the plurality of high temperature resistant layers, and the thickness of the plurality of anti-deformation layers is greater than the thickness of the plurality of high temperature resistant layers.
[0009] As a preferred technical solution of the present utility model, the positions of the plurality of compression ribs are arranged at equal intervals.
[0010] As a preferred technical solution of the utility model, vertical ribs are provided at the bottom ends of the plurality of auxiliary blocks.
[0011] As a preferred technical solution of the present invention, the positions of two adjacent vertical ribs are corresponding to each other.
[0012] Compared with the prior art, the beneficial effects of the utility model are:
[0013] 1. The utility model discloses a novel metal pavement reinforcement mesh, which is provided with a reinforcement plate, a vertical rib, a stainless steel layer, a fiber layer, a compression rib and a high temperature resistant layer. The piercing cones can be interlocked with the asphalt layer, thereby enhancing the firmness of the mesh installation. The stainless steel layer has relatively good thermal stability and can maintain a relatively stable size in an environment with large temperature changes, thereby improving the mesh's ability to adapt to thermal expansion and contraction. The fiber layer has high strength and rigidity. Inside the fiber layer, the fiber is the basic unit that constitutes this layer. The compression rib is made of steel material with high hardness and is distributed inside the positioning rib, between the fiber layer and the steel bar, thereby enhancing the compression resistance of the positioning rib and extending the service life of the reinforcement mesh. The high temperature resistant layer is made of a nickel-based alloy, thereby improving the mechanical properties and oxidation resistance of the positioning rib.
[0014] 2. The utility model provides a novel metal pavement reinforcement mesh, which is provided with auxiliary ribs, cones, steel bars and an anti-deformation layer. A plurality of cones are respectively located on the surface of the positioning ribs, and the cones are sequentially embedded in the interior of the asphalt layer, so as to limit and fix the grid. The surface of the reinforcement plate is flush with the surface of the grid. The steel bars have sufficient hardness and strength and are installed inside the positioning ribs. While enhancing the compressive strength of the positioning ribs, they can also increase the compressive performance of the grid. The anti-deformation layer is made of titanium alloy, which is a material with excellent deformation resistance and can maintain a stable shape and structure when subjected to external forces. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a front view structural schematic diagram of the utility model;
[0016] Figure 2 For the utility model Figure 1 The enlarged view of point A in the middle;
[0017] Figure 3It is a partial side cross-sectional structural schematic diagram of the utility model;
[0018] Figure 4 For the utility model Figure 3 Enlarged view of point B in the middle.
[0019] In the figure: 1. Grid; 2. Reinforcement mesh; 3. Positioning ribs; 4. Reinforcement plate; 5. Auxiliary ribs; 6. Cones; 7. Auxiliary blocks; 8. Vertical ribs; 9. Anti-deformation layer; 10. Stainless steel layer; 11. Fiber layer; 12. Compression ribs; 13. Steel bars; 14. High temperature resistant layer. DETAILED DESCRIPTION
[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0021] See also Figure 1-4 , the utility model provides a new technical solution of metal pavement reinforcement mesh:
[0022] Embodiment 1:
[0023] like Figure 1-4 As shown, a new type of metal pavement reinforcement mesh includes a grid 1, the grid 1 includes a reinforcement mesh 2 and a plurality of positioning ribs 3, the plurality of positioning ribs 3 are respectively arranged inside the reinforcement mesh 2, a plurality of reinforcement plates 4 are arranged on the outer wall of the positioning ribs 3, the bottom ends of the plurality of reinforcement plates 4 are all provided with auxiliary ribs 5, one ends of the plurality of auxiliary ribs 5 are all provided with cones 6, the interiors of the plurality of reinforcement plates 4 are all provided with auxiliary blocks 7, the surfaces of the plurality of positioning ribs 3 are all provided with stainless steel layers 10, the interiors of the plurality of positioning ribs 3 are all provided with a plurality of compression ribs 12, the interiors of the plurality of positioning ribs 3 are all provided with steel bars 13, fiber filaments are the basic units constituting this layer, the compression ribs 12 are made of steel material, have a relatively high hardness, and are distributed inside the positioning ribs 3, between the fiber filament layer 11 and the steel bars 13, thereby enhancing the compression resistance of the positioning ribs 3 and thus extending the service life of the reinforcement mesh.
[0024] Embodiment 2:
[0025] Based on the first embodiment, Figure 1 and Figure 3As shown, one side of multiple anti-deformation layers 9 is in contact with one side of multiple high-temperature resistant layers 14 respectively, the thickness of multiple anti-deformation layers 9 is greater than the thickness of multiple high-temperature resistant layers 14, and vertical ribs 8 are arranged at the bottom ends of multiple auxiliary blocks 7. The utility model is a new type of metal pavement reinforcement mesh, which is provided with auxiliary ribs 5, cones 6, steel bars 13 and anti-deformation layers 9. Multiple cones 6 are respectively located on the surface of the positioning ribs 3, and the cones 6 are sequentially embedded in the asphalt, so as to limit and fix the grid 1. The surface of the reinforcement plate 4 is flush with the surface of the grid 1. The steel bars 13 have sufficiently good hardness and strength and are installed inside the positioning ribs 3.
[0026] Working principle: The new metal pavement reinforcement mesh is an innovative material used to enhance the strength and stability of the pavement structure. The new metal pavement reinforcement mesh achieves the strengthening and reinforcement of the pavement structure through its unique structural design and material selection. It can connect the pavement materials tightly together to form an integrated structural system, thereby effectively dispersing and bearing the forces of vehicle loads and the external environment. The metal pavement reinforcement mesh is mainly composed of a grid 1, a rib net 2 and a plurality of positioning ribs 3. It is installed on the asphalt surface and poured with subsequent concrete so that the subsequent pavement materials can be tightly connected. The top of the cone 6 is interconnected with the reinforcement plate 4 through the auxiliary rib 5, and the cone 6 can be embedded with the asphalt, which enhances the firmness of the installation of the grid 1. The thermal stability of the stainless steel layer 10 is relatively good, and it can maintain a relatively stable size in an environment with large temperature changes, which improves the performance of the grid 1 in adapting to thermal expansion and contraction, and can be more adaptable to the environment, the fiber layer 11 has high strength and rigidity. Inside the fiber filament layer 11, the fiber filament is the basic unit that constitutes this layer. The compressive ribs 12 are made of steel material with high hardness and are distributed inside the positioning ribs 3, between the fiber filament layer 11 and the steel bars 13, which enhances the compressive performance of the positioning ribs 3 and prolongs the service life of the reinforced mesh. The high temperature resistant layer 14 is made of nickel-based alloy, which improves the mechanical properties and oxidation resistance of the positioning ribs 3. Multiple cones 6 are respectively located on the surfaces of the positioning ribs 3, and the cones 6 are sequentially embedded in the asphalt, which can limit and fix the grid 1. The surface of the reinforcement plate 4 is flush with the surface of the grid 1. The steel bars 13 have sufficient hardness and strength and are installed inside the positioning ribs 3. While enhancing the compressive strength of the positioning ribs 3, it can also increase the compressive performance of the grid 1. The anti-deformation layer 9 is made of titanium alloy, which is a material with excellent resistance to deformation and can maintain a stable shape and structure when subjected to external forces.
[0027] In the description of the present invention, it is necessary to understand that the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0028] In the present invention, unless otherwise clearly stipulated and limited, for example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, for ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to the specific circumstances.
[0029] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A novel metal pavement reinforcement mesh, comprising a mesh frame (1), characterized in that: The grid (1) comprises a rib net (2) and a plurality of positioning ribs (3), wherein the plurality of positioning ribs (3) are respectively arranged inside the rib net (2), a plurality of reinforcing plates (4) are arranged on the outer wall of the positioning ribs (3), the bottom ends of the plurality of reinforcing plates (4) are all provided with auxiliary ribs (5), one ends of the plurality of auxiliary ribs (5) are all provided with a piercing cone (6), the interiors of the plurality of reinforcing plates (4) are all provided with auxiliary blocks (7), the surfaces of the plurality of positioning ribs (3) are all provided with a stainless steel layer (10), the interiors of the plurality of positioning ribs (3) are all provided with a plurality of compression ribs (12), and the interiors of the plurality of positioning ribs (3) are all provided with steel bars (13).
2. A novel metal pavement reinforcement mesh according to claim 1, characterized in that: A fiber layer (11) is arranged inside each of the plurality of positioning ribs (3), and one side of each of the plurality of compression ribs (12) is in contact with one side of each of the plurality of fiber layers (11).
3. A new type of metal pavement reinforcement mesh according to claim 2, characterized in that: A high temperature resistant layer (14) is provided inside each of the plurality of positioning ribs (3), and an anti-deformation layer (9) is provided inside each of the plurality of positioning ribs (3).
4. The novel metal pavement reinforcement mesh according to claim 3 is characterized in that: One side of the plurality of anti-deformation layers (9) is in contact with one side of the plurality of high temperature resistant layers (14) respectively, and the thickness of the plurality of anti-deformation layers (9) is greater than the thickness of the plurality of high temperature resistant layers (14).
5. The novel metal pavement reinforcement mesh according to claim 2 is characterized in that: The plurality of compression ribs (12) are arranged at equal intervals.
6. The novel metal pavement reinforcement mesh according to claim 1 is characterized in that: The bottom ends of the plurality of auxiliary blocks (7) are each provided with a vertical rib (8).
7. The novel metal pavement reinforcement mesh according to claim 6 is characterized by: The positions of two adjacent vertical ribs (8) are corresponding to each other.