A flood control dike reinforcement component that is easy to assemble

Abstract

This utility model relates to the field of flood control dike technology, and in particular to a flood control dike reinforcement component that is easy to assemble. It includes a grid, on which multiple threaded cylinders are fixedly connected at equal intervals. Each threaded cylinder has a steel wire fixedly connected to its lower end, and the other end of each steel wire is connected to a connecting post via a connecting mechanism. The lower end of the connecting post is threadedly connected to the threaded cylinder. This utility model eliminates the safety hazard of personnel being cut by exposed wires during construction, ensuring the operational safety of subsequent on-site construction personnel.

Description

Technical Field

[0001] This utility model relates to the field of flood control dike technology, and in particular to a flood control dike reinforcement component that is easy to assemble. Background Technology

[0002] Flood control dike reinforcement components are specialized combinations of components and materials used to enhance the flood resistance of dikes and repair potential hazards. The core components include three key categories: seepage prevention, structural reinforcement, and monitoring. Seepage prevention components include geomembranes and waterstops to block piping and seepage; structural reinforcement components include precast concrete blocks, steel mesh, and geogrids to enhance the dike's resistance to erosion and its load-bearing capacity.

[0003] Geogrids reinforce embankments through three main functions: first, interfacial friction and interlocking, where the mesh or texture interlocks with the fill soil, using friction to restrict the lateral movement of soil particles and prevent collapse; second, load dispersion, dispersing and transmitting concentrated forces such as flood pressure, reducing local soil stress; and third, deformation inhibition, enhancing the integrity of the soil, reducing cracks in the embankment caused by settlement and scour, improving anti-sliding, seepage prevention and scour resistance, and adapting to various embankment soil types.

[0004] In the construction of geogrid connections, the conventional practice is to use galvanized iron wire to cross-tie and fix adjacent geogrids to enhance the integrity of the overlapping area. However, in practice, problems such as failure to passivate the wires when cutting them and improper control of the reserved length after binding often result in sharp exposed ends of the wires. These exposed metal tips can easily scratch construction workers during subsequent paving or compaction operations. Utility Model Content

[0005] The purpose of this invention is to address the shortcomings of existing technologies where the ends of iron wires are sharp and exposed, which can easily scratch construction workers during subsequent paving or compaction operations. This invention proposes a flood control dike reinforcement component that is easy to assemble.

[0006] To achieve the above objectives, the present invention adopts the following technical solution:

[0007] Design a flood control dike reinforcement component that is easy to assemble, including a grid, on which multiple threaded cylinders are fixedly connected at equal intervals on the inner wall of the grid. The lower end of each threaded cylinder is fixedly connected with a steel wire, and the other end of the steel wire is connected to a connecting column through a connecting mechanism. The lower end of the connecting column is threadedly connected to the threaded cylinder.

[0008] Preferably, a fixing block is fixedly connected to the outer wall of the threaded cylinder, and the fixing block is fixedly connected to the grid.

[0009] Preferably, a connecting block is fixedly connected to the outer wall of one side of the grille, and a connecting groove is provided on the outer wall of the other side of the grille, into which the connecting block can be inserted.

[0010] Preferably, the upper ends of the connecting groove are provided with inclined surfaces on both sides.

[0011] Preferably, the connecting mechanism includes a mounting cavity, which is formed on a connecting column. A connecting hole is formed at the upper end of the connecting column, and the connecting hole communicates with the mounting cavity. A steel wire passes through the connecting hole, and a limiting block is fixedly connected to the end of the steel wire. The limiting block has a circular structure, and the diameter of the limiting block is larger than the inner diameter of the connecting hole.

[0012] Preferably, the limiting block abuts against the inner wall of the mounting cavity.

[0013] Preferably, a sealing ring is fixedly connected to the middle position of the connecting column, and a sealing ring is fixedly connected to the lower surface of the sealing ring, the sealing ring abutting against the upper end of the threaded cylinder.

[0014] Preferably, the sealing ring is an EPDM rubber sealing ring.

[0015] This utility model proposes a flood control dike reinforcement component that is easy to assemble. Its advantages lie in the use of threaded posts and threaded cylinders to securely fix the steel wires, thereby tightly binding the two grids. This connection method effectively replaces the traditional wire fixing method, avoiding the problem of sharp exposed wire ends, eliminating the safety hazard of personnel being cut by exposed wires during construction, and ensuring the operational safety of subsequent on-site construction personnel. Attached Figure Description

[0016] Figure 1 This is a structural schematic diagram of a flood control dike reinforcement component that is easy to assemble, as proposed in this utility model.

[0017] Figure 2 This is a perspective view of a flood control dike reinforcement component that is easy to assemble, as proposed in this utility model.

[0018] Figure 3 A three-dimensional sectional view of the connecting column portion of a flood control dike reinforcement component that is easy to assemble, as proposed in this utility model;

[0019] Figure 4 This utility model proposes a flood control dike reinforcement component that is easy to assemble. Figure 1 Enlarged view of section A in the middle;

[0020] Figure 5 This utility model proposes a flood control dike reinforcement component that is easy to assemble. Figure 2 Enlarged view of section B.

[0021] In the diagram: 1. Grille; 2. Connecting block; 3. Connecting groove; 4. Inclined surface; 5. Steel wire; 6. Threaded cylinder; 7. Fixing block; 8. Connecting column; 9. Sealing ring; 10. Sealing ring; 11. Connecting hole; 12. Limiting block; 13. Mounting cavity. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0023] Example 1: Refer to Figure 1-3 A flood control dike reinforcement component that is easy to assemble includes a grid 1. Multiple threaded cylinders 6 are fixedly connected at equal intervals to the inner wall of the grid 1. A steel wire 5 is fixedly connected to the lower end of each threaded cylinder 6. The other end of the steel wire 5 is connected to a connecting post 8 via a connecting mechanism. The lower end of the connecting post 8 is threadedly connected to the threaded cylinder 6. By using the threaded post 8 and the threaded cylinder 6, the steel wire 5 is securely fixed, thereby tightly binding two grids 1 together. This connection method effectively replaces the traditional wire fixing scheme, avoiding the problem of sharp exposed wire ends, eliminating the safety hazard of personnel being cut by exposed wires during construction, and effectively ensuring the operational safety of subsequent on-site construction personnel.

[0024] Example 2: Refer to Figure 5 In another preferred embodiment of this utility model, based on embodiment 1, a fixing block 7 is fixedly connected to the outer wall of the threaded cylinder 6, and the fixing block 7 is fixedly connected to the grid 1. The fixing block 7 is used to connect the threaded cylinder 6 and the grid 1, which increases the contact area during fixing and ensures the connection stability between the threaded cylinder 6 and the grid 1.

[0025] Example 3: In Example 2, the connection of the grids 1 relies solely on the steel wire 5 to bind and fix the two grids 1 together. When the two grids 1 are subjected to external force, the steel wire 5 is insufficient to restrict the relative movement of the grids 1 in the longitudinal direction, easily leading to longitudinal displacement of the grids 1. This displacement directly disrupts the original relative positional relationship of the two grids 1, significantly weakens the connection stability between them, and ultimately seriously affects the overall connection and fixing effect, as described above. Figure 1-4 As another preferred embodiment of this utility model, based on embodiment 2, a connecting block 2 is fixedly connected to the outer wall of one side of the grille 1, and a connecting groove 3 is provided on the outer wall of the other side of the grille 1. The connecting block 2 can be inserted into the connecting groove 3. The connecting block 2 and the connecting groove 3 cooperate to connect the two grilles 1, which can effectively restrict the movement of the grille 1 and directly block the relative displacement of the two grilles 1 in the longitudinal direction, thereby ensuring the positional stability of the grilles after connection and improving the overall connection effect.

[0026] Inclined surfaces 4 are provided on both sides of the upper end of the connecting groove 3. When the connecting block 2 approaches the connecting groove 3, the inclined surfaces 4 can correct the positional deviation through slope guidance, so that the connecting block 2 can slide into and be inserted into the connecting groove 3 more smoothly, effectively reducing the difficulty of docking.

[0027] Example 4: In Example 3, when the connecting column 8 is rotated to connect with the threaded cylinder 6, the rotation of the connecting column 8 easily causes the steel wire 5 to twist multiple times simultaneously. This can cause stress concentration inside the steel wire 5, damaging its structural integrity and affecting its strength and overall connection reliability. (Refer to...) Figure 1-5 As another preferred embodiment of the present invention, based on embodiment 3, the connecting mechanism includes a mounting cavity 13, which is opened on the connecting column 8. The upper end of the connecting column 8 is provided with a connecting hole 11, which is connected to the mounting cavity 13. A steel wire 5 passes through the connecting hole 11, and a limiting block 12 is fixedly connected to the end of the steel wire 5. The limiting block 12 has a circular structure and abuts against the inner wall of the mounting cavity 13.

[0028] The diameter of the limiting block 12 is larger than the inner diameter of the connecting hole 11. When the threaded column 8 is rotated, due to the design of the connecting hole 11, the threaded column 8 will not drive the steel wire 5 to rotate synchronously during rotation; only when the limiting block 12 abuts against the top wall of the mounting cavity 13 can the two rotate together. This structure effectively reduces the number of twists of the steel wire 5, thereby reducing damage to the structure of the steel wire 5.

[0029] When splicing the grids, first insert the connecting block 2 into the connecting groove 3; then use the steel wire 5 to initially bind the two grids 1, and then use a wrench to drive the connecting post 8 to rotate, so that the connecting post 8 is threadedly connected to the threaded cylinder 6. During this process, the connecting post 8 will drive the steel wire 5 to tighten, and finally achieve the binding and fixing of the two grids 1.

[0030] Example 5: Refer to Figure 3 , Figure 5 In another preferred embodiment of this utility model, based on embodiment 4, a sealing ring 9 is fixedly connected to the middle position of the connecting column 8, and a sealing ring 10 is fixedly connected to the lower surface of the sealing ring 9. The sealing ring 10 abuts against the upper end of the threaded cylinder 6. The sealing ring 10 is a EPDM rubber sealing ring. EPDM rubber sealing rings have excellent weather resistance and can resist the erosion of environmental factors such as sunlight and high and low temperatures, greatly extending their service life. Through the combined use of the sealing ring 10 and the sealing ring 9, a double sealing protection can be formed at the connection between the connecting column 8 and the threaded cylinder 6. This can not only block the intrusion of impurities such as water vapor and dust, but also protect the threaded connection between the two, effectively avoiding rust damage to the threaded structure, thereby preventing the decrease in fixing effect due to thread failure and ensuring the stability and reliability of the overall connection.

[0031] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A flood control dike reinforcement component that is easy to assemble, comprising a grid (1), characterized in that, Multiple threaded cylinders (6) are fixedly connected at equal intervals on the inner wall of the grid (1). The lower end of each threaded cylinder (6) is fixedly connected with a steel wire (5). The other end of the steel wire (5) is connected to a connecting column (8) through a connecting mechanism. The lower end of the connecting column (8) is threadedly connected to the threaded cylinder (6).

2. The flood control dike reinforcement component that is easy to assemble according to claim 1, characterized in that, A fixing block (7) is fixedly connected to the outer wall of the threaded cylinder (6), and the fixing block (7) is fixedly connected to the grid (1).

3. The flood control dike reinforcement component that is easy to assemble according to claim 1, characterized in that, A connecting block (2) is fixedly connected to the outer wall of one side of the grille (1), and a connecting groove (3) is provided on the outer wall of the other side of the grille (1). The connecting block (2) can be inserted into the connecting groove (3).

4. A flood control dike reinforcement component that is easy to assemble according to claim 3, characterized in that, Inclined surfaces (4) are provided on both sides of the upper end of the connecting groove (3).

5. A flood control dike reinforcement component that is easy to assemble according to claim 1, characterized in that, The connecting mechanism includes an installation cavity (13), which is located on a connecting post (8). A connecting hole (11) is provided at the upper end of the connecting post (8). The connecting hole (11) is connected to the installation cavity (13). A steel wire (5) passes through the connecting hole (11). A limiting block (12) is fixedly connected to the end of the steel wire (5). The limiting block (12) has a circular structure and its diameter is larger than the inner diameter of the connecting hole (11).

6. A flood control dike reinforcement component that is easy to assemble according to claim 5, characterized in that, The limiting block (12) abuts against the inner wall of the mounting cavity (13).

7. A flood control dike reinforcement component that is easy to assemble according to claim 1, characterized in that, A sealing ring (9) is fixedly connected to the middle of the connecting column (8), and a sealing ring (10) is fixedly connected to the lower surface of the sealing ring (9). The sealing ring (10) abuts against the upper end of the threaded cylinder (6).

8. A flood control dike reinforcement component that is easy to assemble according to claim 7, characterized in that, The sealing ring (10) is a EPDM rubber sealing ring.

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