A structure for reinforcing a mountain pond bank

Abstract

The utility model relates to a mountain pond embankment reinforcing structure, which comprises square grid rope net laid on the mountain pond embankment, ten anchor structures fixedly installed at the rope joint of the square grid rope net, and counterweight blocks fixedly installed at the rope end of the square grid rope net. When erecting the square grid rope net, the square grid rope net is laid symmetrically with the embankment center as the center. A hexagonal wrench is inserted into a hexagonal groove and rotated to make the threaded rod rotate and move downward in the threaded tube, so that the anchor head is inserted into the soil inside the embankment. Meanwhile, the counterweight blocks arranged on both sides of the square grid rope net naturally hang down and adhere to the outer wall of the embankment. The second anchor nail can be anchored to the outer wall of the embankment through the continuous impact of water flow. Meanwhile, the soil on the outer wall of the embankment can be embedded into the silt blocking groove to reinforce the anchoring degree of the silt blocking groove. Thus, the embankment is reinforced, and the grid between the square grid rope nets can be used to plant plants. The plant root system can improve the overall strength and prevent soil erosion and collapse of the embankment.

Description

Technical Field

[0001] This utility model relates to the field of reservoir embankment protection technology, specifically a reservoir embankment reinforcement structure. Background Technology

[0002] Reservoir protection is a water-retaining structure built along the edge of a reservoir (small water storage project). It is a sub-type of dike engineering and is mainly used for flood control, water storage and water flow regulation. By restricting the flow of water, reservoir protection prevents the risk of dike breach caused by a sudden rise in the water level of the reservoir, while protecting the surrounding farmland, villages and infrastructure from flood damage.

[0003] Most existing reservoir embankments are constructed by piling up mud, but they lack reinforcement structures, making them prone to collapse during extreme weather. This can lead to uncontrolled water storage, which could directly destroy downstream farmland, roads, and bridges, resulting in crop failure and traffic disruption. If the collapse is large-scale, it could instantly destroy nearby houses and power facilities. Based on the limitations of existing technology, this utility model designs a reinforcement structure for reservoir embankments. Utility Model Content

[0004] In view of the shortcomings of the existing technology, this utility model provides a mountain pond embankment reinforcement structure, which has the advantages of reinforcing the embankment and preventing its collapse.

[0005] This utility model provides the following technical solution: a mountain pond embankment reinforcement structure, comprising a square rope net laid on the mountain pond embankment, ten anchoring structures fixedly installed at the knot connection of the square rope net, and counterweight blocks fixedly installed at the ends of the ropes of multiple square rope nets; the ten anchoring structures include fixing blocks, threaded tubes fixedly installed on the top of the ten fixing blocks, threaded rods installed in the internal threads of the ten threaded tubes, fixing heads fixedly installed on the top of the ten threaded rods, hexagonal grooves opened inside the ten fixing heads, and anchoring heads fixedly installed at the ends of the ten threaded rods.

[0006] By adopting the above technical solution, through anchoring structures and counterweights, when erecting the grid rope net, the grid rope net is laid symmetrically along the center of the embankment. By inserting a hexagonal wrench into the hexagonal groove and rotating it, the threaded rod rotates and moves downward inside the threaded tube, causing the anchor head to penetrate into the soil of the embankment. At the same time, several counterweights set on both sides of the grid rope net hang down naturally and adhere to the outer wall of the embankment. The continuous impact of the water flow can anchor the second anchor nail to the outer wall of the embankment. Meanwhile, the soil on the outer wall of the embankment can be embedded in the silt-blocking groove, strengthening the anchoring degree of the silt-blocking groove. This achieves the reinforcement of the embankment. In addition, plants can be planted in the grid between the square rope nets. The plant roots can be used to improve the overall strength of the embankment and prevent soil erosion and collapse.

[0007] As a preferred technical solution of this utility model, the interior of the plurality of counterweights is provided with a silt-blocking groove, and the outer surface of the plurality of counterweights is provided with rounded corners.

[0008] By adopting the above technical solution, the silt-blocking channel hangs naturally on both sides of the embankment, making the grid rope net more firmly attached to the embankment.

[0009] As a preferred technical solution of this utility model, a plurality of second anchoring nails are fixedly installed on one side of the outer surface of the plurality of counterweights.

[0010] By adopting the above technical solution, the second anchoring nail can be anchored to the outer wall of the embankment by the continuous impact of the water flow.

[0011] As a preferred technical solution of this utility model, multiple buffer tires are fixed on both sides of the outer surface of the grid rope net by nylon ropes.

[0012] By adopting the above technical solution and setting several buffer tires on both sides of the grid rope net, the impact of water flow on the embankment can be buffered, avoiding excessive soil and water loss and improving the embankment's impact resistance.

[0013] As a preferred technical solution of this utility model, multiple walking plates are fixedly installed on the top two sides of the outer surface of the grid rope net, and anti-slip pads are provided on the top of the multiple walking plates.

[0014] By adopting the above technical solution, the walking board makes it easy for people to walk above the grid rope net, avoiding slipping on mud when it rains.

[0015] As a preferred embodiment of this utility model, a plurality of first anchoring nails are fixedly installed at the bottom of the plurality of walking plates.

[0016] By adopting the above technical solution, the anchoring degree of the grid rope net can be strengthened by setting the first anchoring nail.

[0017] As a preferred embodiment of this utility model, the grid rope net is woven from metal rope.

[0018] By adopting the above technical solution, the grid rope net is woven from metal rope, which can improve the overall strength of the device.

[0019] As a preferred embodiment of this utility model, the grid of the square rope net is planted with root plants.

[0020] By adopting the above technical solution, plants can be planted through the grid between the square rope nets. The plant roots can improve the overall strength of the embankment, preventing soil erosion and collapse. Compared with the prior art, this utility model has the following beneficial effects:

[0021] 1. This type of reservoir embankment reinforcement structure, through anchoring structure and counterweights, involves laying the square rope net symmetrically along the center of the embankment during installation. A hexagonal wrench is inserted into the hexagonal groove and rotated, causing the threaded rod to rotate and move downwards inside the threaded tube, allowing the anchor head to penetrate the embankment soil. Simultaneously, several counterweights on both sides of the square rope net hang naturally and adhere to the outer wall of the embankment. The continuous impact of the water flow anchors the second anchor nails to the outer wall of the embankment. At the same time, the soil on the outer wall of the embankment can be embedded into the silt-blocking groove, reinforcing the anchoring degree of the silt-blocking groove. This achieves embankment reinforcement. Furthermore, plants can be planted in the grid between the square rope nets, utilizing the plant roots to improve the overall strength and prevent soil erosion and collapse of the embankment.

[0022] 2. This type of reservoir embankment reinforcement structure, through the installation of buffer tires on both sides of the grid rope net, can buffer the impact of water flow on the embankment, prevent excessive soil erosion, and improve the embankment's impact resistance. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the appearance and structure of this utility model;

[0024] Figure 2 This is a schematic diagram of the buffer tire structure of this utility model;

[0025] Figure 3 This is a schematic diagram of the anchoring structure of this utility model;

[0026] Figure 4 This is a schematic diagram of the first anchoring nail structure of this utility model;

[0027] Figure 5 This is a schematic diagram of the silt-blocking groove structure of this utility model.

[0028] In the diagram: 1. Grid rope net; 2. Anchoring structure; 21. Fixing block; 22. Threaded pipe; 23. Threaded rod; 24. Anchor head; 25. Fixing head; 26. Hexagonal groove; 3. Walking plate; 31. First anchoring nail; 4. Buffer tire; 5. Counterweight block; 51. Silt blocking groove; 52. Second anchoring nail. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0030] Please see Figure 1-5A reinforcement structure for a mountain pond embankment includes a grid rope net 1 laid on the embankment of the mountain pond. Ten anchoring structures 2 are fixedly installed at the knot connection of the grid rope net 1. Counterweight blocks 5 are fixedly installed at the ends of the ropes of the grid rope net 1. The ten anchoring structures 2 include fixing blocks 21. Threaded tubes 22 are fixedly installed on the top of the ten fixing blocks 21. Threaded rods 23 are installed inside the threads of the ten threaded tubes 22. Fixing heads 25 are fixedly installed on the top of the ten threaded rods 23. Hexagonal grooves 26 are opened inside the ten fixing heads 25. Anchoring heads 24 are fixedly installed at the ends of the ten threaded rods 23.

[0031] Please see Figure 1 and Figure 5 Each counterweight 5 has a silt-blocking groove 51 inside, and the outer surface of each counterweight 5 has rounded corners. Multiple second anchoring nails 52 are fixedly installed on one side of the outer surface of each counterweight 5.

[0032] Several counterweights 5 set on both sides of the grid rope net 1 hang down naturally and fit against the outer wall of the embankment. The second anchor nail 52 can be anchored to the outer wall of the embankment by the continuous impact of the water flow. At the same time, the soil on the outer wall of the embankment can be embedded into the silt-blocking groove 51 to strengthen the anchoring degree of the silt-blocking groove 51.

[0033] Please see Figure 1-4 Multiple cushioning tires 4 are fixed to both sides of the outer surface of the grid rope net 1 by nylon ropes. Multiple walking plates 3 are fixedly installed on the top two sides of the outer surface of the grid rope net 1, and anti-slip pads are provided on the top of the multiple walking plates 3. Multiple first anchor nails 31 are fixedly installed on the bottom of the multiple walking plates 3. The grid rope net 1 is woven from metal ropes. Root plants are planted inside the grid of the grid rope net 1.

[0034] The walking board 3 allows people to walk easily above the grid rope net 1, preventing slipping on mud during rain. The first anchoring nail 31 reinforces the anchoring of the grid rope net 1. Plants can be planted through the grid between the square rope nets 1, and the plant roots can improve the overall strength of the embankment, preventing soil erosion and collapse.

[0035] Working principle: When a reservoir embankment reinforcement structure is used, firstly, the square rope net 1 is laid symmetrically along the center of the embankment. Then, by inserting a hexagonal wrench into the hexagonal groove 26 and rotating it, the threaded rod 23 rotates and moves downward inside the threaded tube 22, causing the anchor head 24 to penetrate into the soil of the embankment. At the same time, several counterweights 5 set on both sides of the square rope net 1 hang down naturally and adhere to the outer wall of the embankment. Through the continuous impact of the water flow, the second anchor nail 52 anchors into the outer wall of the embankment, and the soil on the outer wall of the embankment can be embedded to block silt. In the trench 51, the anchoring degree of the silt-blocking trench 51 is reinforced, thereby strengthening the embankment. Plants can be planted in the grid between the square rope net 1, and the plant roots can be used to improve its overall strength. By setting several buffer tires 4 on both sides of the square rope net 1, it can buffer the impact of water flow on the embankment and avoid excessive erosion of the embankment. The walking board 3 makes it easy for people to walk on the square rope net 1 and avoids slipping on mud when it rains. The anchoring degree of the square rope net 1 can be reinforced by setting the first anchor nail 31.

[0036] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A structure for reinforcing the embankment of a mountain pond, comprising a grid rope net (1) laid on the embankment of the mountain pond, characterized in that: Ten anchoring structures (2) are fixedly installed at the knot connection of the square rope net (1), and counterweights (5) are fixedly installed at the ends of the ropes of multiple square rope nets (1). The ten anchoring structures (2) include fixing blocks (21), the top of the ten fixing blocks (21) is fixedly installed with threaded tubes (22), the internal threads of the ten threaded tubes (22) are installed with threaded rods (23), the top of the ten threaded rods (23) is fixedly installed with fixing heads (25), the internal of the ten fixing heads (25) is provided with hexagonal grooves (26), and the ends of the ten threaded rods (23) are fixedly installed with anchoring heads (24).

2. The embankment reinforcement structure for a mountain pond according to claim 1, characterized in that: The interior of each of the multiple counterweights (5) is provided with a silt-blocking groove (51), and the outer surface of each of the multiple counterweights (5) is provided with rounded corners.

3. The embankment reinforcement structure for a mountain pond according to claim 2, characterized in that: Multiple second anchor nails (52) are fixedly installed on one side of the outer surface of the multiple counterweights (5).

4. The embankment reinforcement structure for a mountain pond according to claim 1, characterized in that: Multiple buffer tires (4) are fixed to both sides of the outer surface of the grid rope net (1) by nylon ropes.

5. The embankment reinforcement structure for a mountain pond according to claim 1, characterized in that: Multiple walking plates (3) are fixedly installed on the top two sides of the outer surface of the grid rope net (1), and anti-slip pads are provided on the top of the multiple walking plates (3).

6. The embankment reinforcement structure for a mountain pond according to claim 5, characterized in that: Multiple first anchor bolts (31) are fixedly installed on the bottom of the multiple walking plates (3).

7. The embankment reinforcement structure for a mountain pond according to claim 1, characterized in that: The grid rope net (1) is woven from metal ropes.

8. The embankment reinforcement structure for a mountain pond according to claim 1, characterized in that: The grid of the square rope net (1) is planted with root plants.

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