High-strength gabion net cage for flood fighting

Abstract

The high-strength gabion net cage for flood fighting comprises a net cage body, the net cage body is composed of a horizontally-arranged bottom face net piece and four side face net pieces, the four side face net pieces are perpendicular to the bottom face net piece, and the bottom ends of the four side face net pieces are fixedly connected with the edges of four side lines of the bottom face net piece respectively. A connecting plate is fixedly connected between every two adjacent side surface meshes; a supporting assembly is arranged in the net cage body and detachably connected with the four side face net pieces, and the supporting assembly is used for supporting and fixing the four side face net pieces. The strength and the stability of the gabion net cage structure can be improved, and deformation caused by flood scouring is avoided.

Description

Technical Field

[0001] The utility model relates to the technical field of gabion boxes, in particular to a high-strength gabion box for flood control. Background Art

[0002] Gabions are box-shaped cages made of heavy-duty hexagonal wire mesh (double-twisted hexagonal metal mesh), also known as "gabions" or "wire cages." These cages are filled with stones on the construction site to create a flexible, permeable, and integral structure. During floods, gabions play a vital role in flood control and mitigation projects. They effectively control and direct the flow of rivers and floodwaters, reducing erosion and damage to riverbanks and protecting riverbanks. By constructing gabion structures, riverbeds and banks can be permanently protected, preventing flooding and soil erosion.

[0003] Most existing gabions utilize traditional weaving and connection methods, such as simply connecting the mesh edges with wire ties or clamps. This single structural design may not fully meet the strength and stability requirements of flood control projects. During flooding, traditional gabions may not be able to withstand the overwhelming impact and erosion of water, causing them to deform or even rupture. Furthermore, traditional gabions often fail to adequately consider the interaction between the stones and their overall stability. Under flooding, stones may shift or loosen, causing the internal structure of the gabion to become loose, further compromising the overall structural stability and flood control effectiveness of the gabion.

[0004] Therefore, it is necessary to develop a high-strength gabion box for flood control in view of the above-mentioned defects. Utility Model Content

[0005] The utility model aims to provide a high-strength gabion box for flood control, which can improve the strength and stability of the gabion box structure and avoid deformation under flood erosion.

[0006] In order to solve the above technical problems, the present invention adopts the following technical solutions:

[0007] The utility model discloses a high-strength gabion box for flood control, comprising a box body, wherein the box body is composed of a horizontally arranged bottom mesh and four side meshes, the four side meshes are perpendicular to the bottom mesh, the bottom ends of the four side meshes are respectively fixedly connected to the edges of the four side lines of the bottom mesh, and a connecting plate is fixedly connected between two adjacent side meshes; a support assembly is arranged inside the box body, the support assembly is detachably connected to the four side meshes, and the support assembly is used to support and fix the four side meshes.

[0008] Furthermore, the support assembly includes a connecting block, which is a cubic structure. The four side surfaces of the connecting block are respectively fixedly connected with a horizontally arranged first support rod, and the first support rod is fixedly connected with a first support plate at one end away from the connecting block, and the first support plate abuts against the inner side surface of the side mesh; the first support plate is detachably connected with a splint on the side surface away from the end of the first support rod, and the splint abuts against the outer side surface of the side mesh.

[0009] Furthermore, the first support plate is fixedly connected to a side surface away from one end of the first support rod with a plurality of stainless steel studs, and the clamping plate is provided with a plurality of mounting holes corresponding to the studs. The first support plate and the clamping plate are fastened by screwing a nut from the other end of the stud.

[0010] Furthermore, the bottom surface of the connecting block is fixedly connected to a vertically arranged second support rod, the bottom end of the second support rod is fixedly connected to a second support plate, and the second support plate is in contact with the top surface of the bottom mesh; the second support plate is fixedly connected to an anchor assembly.

[0011] Furthermore, the anchoring assembly includes several mounting plates, and several of the mounting plates are fixedly connected to the side surfaces of the second support plate. Each of the mounting plates is connected to an anchor rod through a connecting rope at one end away from the second support plate. One end of the connecting rope is fixedly connected to the bottom surface of the mounting plate, and the other end of the connecting rope passes through the mesh of the bottom mesh and is fixedly connected to the top end of the anchor rod.

[0012] Furthermore, a plurality of barb plates are fixedly connected to the outer wall of the anchor rod, and each of the barb plates has a parallelogram structure.

[0013] Furthermore, the connecting rope is a stainless steel wire rope, a galvanized steel wire rope or a plastic-coated steel wire rope.

[0014] Furthermore, the connecting plate is a stainless steel angle steel with right angles on both sides, and a number of connecting holes are evenly spaced along the length direction of both sides of the connecting plate. The connecting plate is connected to the side mesh by binding wires passing through the connecting holes.

[0015] Compared with the prior art, the beneficial technical effects of the present invention are:

[0016] The utility model connects two adjacent side mesh panels via a connecting plate, which increases the strength of the side mesh panels, thereby maintaining the overall shape and stability of the cage. At the same time, the support assembly provides an inward support force to the cage body, preventing the side mesh panels from deforming outwards under the impact of flooding, thereby enhancing the overall structural strength of the cage.

[0017] In addition, by setting up the anchoring assembly and inserting the anchor rod into the riverbed or river bank, a firm connection between the cage body and the ground is achieved, which effectively prevents the cage from drifting and rolling under the impact of floods and ensures the stability of the cage. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The present invention will be further described below with reference to the accompanying drawings.

[0019] Figure 1 This is a schematic diagram of the three-dimensional structure of the high-strength gabion box for flood control of the utility model;

[0020] Figure 2 This is a schematic diagram of the three-dimensional structure of the support assembly of the present invention;

[0021] Figure 3 for Figure 1 A partial enlarged view of part A.

[0022] Explanation of the accompanying drawings: 1. Net box body; 2. Bottom mesh; 3. Side mesh; 4. Connecting plate; 5. Connecting block; 6. First support rod; 7. First support plate; 8. Clamp; 9. Second support rod; 10. Second support plate; 11. Connecting rope; 12. Mounting plate; 13. Anchor rod; 14. Barb plate; 15. Connecting hole; 16. Binding wire; 17. Stud; 18. Nut. DETAILED DESCRIPTION

[0023] The core of the utility model is to provide a high-strength gabion box for flood control, which can improve the strength and stability of the gabion box structure and avoid deformation under flood erosion.

[0024] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0025] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction. Therefore, they cannot be understood as limitations on the present invention.

[0026] In one embodiment, Figures 1 to 3As shown, it includes a net box body 1, which is composed of a horizontally arranged bottom mesh 2 and four side meshes 3. The four side meshes 3 are perpendicular to the bottom mesh 2, and the bottom ends of the four side meshes 3 are respectively fixedly connected to the edges of the four side lines of the bottom mesh 2, and a connecting plate 4 is fixedly connected between two adjacent side meshes 3; a support assembly is provided inside the net box body 1, and the support assembly is detachably connected to the four side meshes 3, and the support assembly is used to support and fix the four side meshes 3. The top of the net box body 1 is fixedly connected to a top mesh not marked in the figure.

[0027] Connecting two adjacent side mesh panels 3 with a connecting plate 4 increases their strength, thereby maintaining the overall shape and stability of the cage body 1. The support assembly also provides inward support to the cage body 1, preventing the side mesh panels 3 from deforming outward under flooding, thereby enhancing the overall structural strength of the cage body 1.

[0028] In a specific embodiment, the support assembly includes a connecting block 5, which is a cubic structure. The four sides of the connecting block 5 are respectively fixedly connected with a horizontally arranged first support rod 6, and the first support rod 6 is fixedly connected with a first support plate 7 at one end away from the connecting block 5, and the first support plate 7 is in contact with the inner side surface of the side mesh 3; the side of the first support plate 7 away from the first support rod 6 is detachably connected with a splint 8, and the splint 8 is in contact with the outer side surface of the side mesh 3.

[0029] The first support plate 7 and the clamping plate 8 can clamp the side mesh panels 3 inward and outward, and the first support rod 6 can provide support for the first support plate 7. The four side mesh panels 3 can be connected by the connecting block 5, the first support rod 6, the first support plate 7, and the clamping plate 8, thereby enhancing the connection strength between the side mesh panels 3 and maintaining a fixed spacing between the four side mesh panels 3, thereby preventing the cage body 1 from deforming under the impact of flooding.

[0030] Specifically, a plurality of stainless steel studs 17 are fixedly connected to the side surface of one end of the first support plate 7 away from the first support rod 6, and a plurality of mounting holes corresponding to the studs 17 are opened on the splint 8. The first support plate 7 and the splint 8 are fastened by screwing nuts 18 from the other end of the studs 17 to facilitate the installation of the splint 8.

[0031] Specifically, a vertically arranged second support rod 9 is fixedly connected to the bottom surface of the connecting block 5, and a second support plate 10 is fixedly connected to the bottom end of the second support rod 9. The second support plate 10 abuts against the top surface of the bottom mesh 2; an anchoring assembly is fixedly connected to the second support plate 10.

[0032] The anchor assembly secures the cage body 1 to the riverbank or embankment, effectively preventing it from shifting during flooding. The second support rods 9 reinforce the connection between the four side mesh panels 3 and the bottom mesh panel 2 from within the cage body 1. This disperses the force exerted by the anchor assembly on the cage body 1 when it is struck by floodwater, preventing deformation of the cage body 1 from the combined effects of the anchor assembly and the floodwater.

[0033] Specifically, the anchoring assembly includes several mounting plates 12, which are fixedly connected to the side of the second support plate 10. Each mounting plate 12 is connected to an anchor rod 13 at one end away from the second support plate 10 through a connecting rope 11. One end of the connecting rope 11 is fixedly connected to the bottom surface of the mounting plate 12, and the other end of the connecting rope 11 passes through the mesh of the bottom mesh 2 and is fixedly connected to the top of the anchor rod 13.

[0034] Specifically, the outer wall of the anchor rod 13 is fixedly connected with a plurality of barb plates 14, each barb plate 14 having a parallelogram structure. The barb plates 14 can increase the anchoring effect and prevent the anchor rod 13 from being pulled out.

[0035] Specifically, the connecting rope 11 is a stainless steel wire rope, a galvanized steel wire rope or a plastic-coated steel wire rope. These materials have excellent corrosion resistance and strength and are suitable for use in harsh environments.

[0036] In one embodiment, the connecting plate 4 is a stainless steel angle steel with two sides at right angles. A number of connection holes 15 are evenly spaced along its length on both sides of the connecting plate 4. Tie wires 16 pass through the connection holes 15 to connect the connecting plate 4 to the side mesh panels 3. The connecting plate 4 has a simple yet stable structure, and the stainless steel is corrosion-resistant. The design of the connection holes 15 and tie wires 16 ensures a more secure and reliable connection between the connecting plate 4 and the side mesh panels 3, and facilitates on-site construction.

[0037] Working principle of the utility model: When using the high-strength gabion cage for flood control of the utility model, first, the bottom mesh 2 is laid flat on the bottom surface, and the bottom ends of the four side meshes 3 are tied and fixed to the edges of the ground mesh with steel wire ropes. Then, the binding wire 16 is passed through the connection holes 15 on the connecting plate 4 and the mesh holes on the side meshes 3 to fix the connecting plate 4 and the adjacent side meshes 3 together to form the cage body 1. Then, the limiting assembly is placed inside the cage body 1, so that the bottom surface of the second support plate 10 abuts against the bottom mesh 2, and the four first support plates 7 abut against the inner surfaces of the four side meshes 3 respectively. Then, the clamping plates 8 are fixed to the first support plates 7 one by one from the outside of the side meshes using nuts 18, so that the clamping plates 8 and the first support plates 7 clamp and fix the side meshes 3. Then, the connecting rope 11 of the anchoring assembly is passed from the outside of the cage body 1 through the bottom mesh 2 and fixed to the mounting plate 12 on the second support plate 10. At this time, the anchor rod 13 is located outside the cage body 1. Move the entire cage body 1 to the desired riverbank or embankment, bury the anchor rods 13 in the soil to fix the cage body 1 on the ground, and then fill the cage body 1 with stones. After filling, tie the top of the cage body 1 with a mesh of the same size as the bottom mesh 2 and the top of the four side meshes 3 through steel wire ropes.

[0038] The various embodiments in this specification are described in a progressive manner, with each embodiment focusing on the differences from other embodiments. Reference can be made to the common and similar parts between the various embodiments. For the devices disclosed in the embodiments, since they correspond to the methods disclosed in the embodiments, the description is relatively simple, and the relevant parts can be referred to the method description.

[0039] The embodiments described above are merely preferred embodiments of the present invention and are not intended to limit the scope of the present invention. Without departing from the spirit of the present invention, various modifications and improvements to the technical solutions of the present invention made by ordinary technicians in this field should fall within the scope of protection determined by the claims of the present invention.

Claims

1. A high-strength gabion box for flood control, characterized by: The invention comprises a net box body (1), wherein the net box body (1) is composed of a horizontally arranged bottom mesh (2) and four side meshes (3), wherein the four side meshes (3) are perpendicular to the bottom mesh (2), and the bottom ends of the four side meshes (3) are respectively fixedly connected to the edges of the four side lines of the bottom mesh (2), and a connecting plate (4) is fixedly connected between two adjacent side meshes (3); a supporting assembly is provided inside the net box body (1), and the supporting assembly is detachably connected to the four side meshes (3), and the supporting assembly is used to support and fix the four side meshes (3).

2. The high-strength gabion box for flood control according to claim 1 is characterized in that: The support assembly comprises a connecting block (5), the connecting block (5) being a cubic structure, the four side surfaces of the connecting block (5) being respectively fixedly connected with first support rods (6) arranged horizontally, the first support rod (6) being fixedly connected with a first support plate (7) at one end away from the connecting block (5), the first support plate (7) being in contact with the inner side surface of the side mesh (3); the first support plate (7) being detachably connected with a splint (8) at one end away from the first support rod (6), the splint (8) being in contact with the outer side surface of the side mesh (3).

3. The high-strength gabion box for flood control according to claim 2, characterized in that: A plurality of stainless steel studs (17) are fixedly connected to the side surface of one end of the first support plate (7) away from the first support rod (6), and a plurality of mounting through holes corresponding to the studs (17) are opened on the clamping plate (8), and the first support plate (7) and the clamping plate (8) are fastened by screwing a nut (18) from the other end of the stud (17).

4. The high-strength gabion box for flood control according to claim 2, characterized in that: The bottom surface of the connecting block (5) is fixedly connected to a second vertically arranged support rod (9), the bottom end of the second support rod (9) is fixedly connected to a second support plate (10), and the second support plate (10) abuts against the top surface of the bottom mesh (2); an anchoring assembly is fixedly connected to the second support plate (10).

5. The high-strength gabion box for flood control according to claim 4, characterized in that: The anchoring assembly comprises a plurality of mounting plates (12), wherein the plurality of mounting plates (12) are fixedly connected to the side surface of the second support plate (10), and each mounting plate (12) is connected to an anchor rod (13) via a connecting rope (11) at one end away from the second support plate (10), and one end of the connecting rope (11) is fixedly connected to the bottom surface of the mounting plate (12), and the other end of the connecting rope (11) passes through the mesh of the bottom mesh (2) and is fixedly connected to the top end of the anchor rod (13).

6. The high-strength gabion box for flood control according to claim 5, characterized in that: A plurality of barb plates (14) are fixedly connected to the outer wall of the anchor rod (13), and each barb plate (14) is in a parallelogram structure.

7. The high-strength gabion box for flood control according to claim 5, characterized in that: The connecting rope (11) is a stainless steel wire rope, a galvanized steel wire rope or a plastic-coated steel wire rope.

8. The high-strength gabion box for flood control according to claim 1, characterized in that: The connecting plate (4) is a stainless steel angle steel with right angles on both sides. A plurality of connecting holes (15) are evenly spaced along the length direction of the connecting plate (4). The connecting plate (4) is connected to the side mesh (3) by means of binding wires (16) passing through the connecting holes (15).

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