Dam with protection against soil erosion

Abstract

This utility model relates to the field of embankment protection technology and discloses an embankment with a soil erosion prevention structure, including a foundation mounting frame and a reinforcing frame. The reinforcing frame is snapped onto both sides of the foundation mounting frame, and a flexible anti-erosion net is laid at the bottom of the foundation mounting frame. This utility model, by laying evenly distributed reinforcing load-bearing plates on the inner side of the foundation mounting frame and laying tread-type floor tiles on the top, can be stably laid and fixed to the flexible anti-erosion net, providing strong soil erosion prevention capabilities and facilitating foot traffic. The reinforcing frame can clamp and fix the foundation mounting frame and the tread-type floor tiles on both sides, stably assembling the entire structure into a whole. Installation is convenient, giving the device the ability to be assembled and quickly and easily laid and assembled at the embankment. It is easy to install, has strong soil erosion prevention capabilities, and is easy to walk on.

Description

Technical Field

[0001] This utility model relates to the field of dam protection technology, specifically to dams with structures designed to prevent soil erosion. Background Technology

[0002] In modern society, water conservancy projects play a vital role in ensuring agricultural irrigation, urban water supply, flood control and drainage, and hydropower development. Dams, as key structures in water conservancy projects, are widely distributed along rivers, lakes, and seas, as well as in various water conservancy hubs. Their main function is to impede water flow, preventing floods from inundating and damaging surrounding areas, while simultaneously storing water resources to meet various water demands.

[0003] Traditional dikes cannot reduce the impact of river water on the dike itself. Under the long-term scouring action of the water flow, soil particles on the dike slope are easily stripped away and carried away by the water flow. Especially during floods, the rapid water flow exerts a strong impact on the upstream slope of the dike, causing damage to the soil structure and a large amount of soil loss. This leads to erosion phenomena such as gullies and collapses on the dike slope, severely weakening the stability and integrity of the dike. River water will continuously damage the dike, reducing its strength and service life. Existing dikes only simply lay protective nets to protect the soil and water, and their ability to prevent soil erosion is relatively limited. Moreover, once laid, they are inconvenient to walk on, and the overall assembly is not convenient. Therefore, we propose a dike with a soil erosion prevention structure to solve the above problems. Utility Model Content

[0004] (a) Technical problems to be solved

[0005] In view of the shortcomings of the existing technology, this utility model provides a dike with a waterproof soil erosion structure, which has the ability to be assembled and deployed. It can be quickly and conveniently laid and assembled on the dike, and has the advantages of easy installation, strong waterproof soil erosion resistance, and easy walking.

[0006] (II) Technical Solution

[0007] To achieve the above objectives, this utility model provides the following technical solution: a dam with a waterproof soil erosion structure, including a foundation mounting frame and two reinforcing frames, the two reinforcing frames being respectively disposed on both sides of the foundation mounting frame, and the reinforcing frames being snapped into the foundation mounting frame;

[0008] A flexible anti-loss net is laid on the side of the foundation installation frame closest to the embankment. Reinforcing load-bearing plates are evenly laid on the bottom of the inner side of the foundation installation frame. A tread-type paving brick is laid on the side of the foundation installation frame away from the flexible anti-loss net. An anti-erosion flexible net is laid between the tread-type paving brick and the reinforcing load-bearing plate.

[0009] Both the flexible anti-loss netting and the anti-erosion flexible netting are hung between two reinforced frames. Drainage holes are provided on the reinforced load-bearing plates and the treadless floor tiles. Vertical flexible netting is hung on the two reinforced frames.

[0010] Preferably, the basic installation frame includes a brick frame body, a bottom plate frame, and a top plate frame. The brick frame body is laid on the embankment. The bottom plate frame is snapped into the installation opening at the bottom inner side of the brick frame body. The top plate frame is snapped into the top of the brick frame body. Reinforcing load-bearing plates are evenly laid on the inner side of the bottom plate frame. Treadable floor tiles are evenly laid on the grid of the top plate frame. The reinforcing frame is installed on both sides of the brick frame body and the top plate frame. The brick frame body is pressed and laid on top of the flexible anti-drainage net.

[0011] Preferably, auxiliary plug-in plates are provided on both sides of the bottom of the base mounting frame, and the auxiliary plug-in plates can be inserted into the ground of the dam.

[0012] Preferably, the reinforcing frame includes plug-in fixing rods and snap-fit ​​frames. Multiple plug-in fixing rods are evenly arranged on both sides of the foundation mounting frame. Multiple plug-in fixing rods are evenly plugged into both sides of the flexible anti-drainage net. Multiple plug-in fixing rods are evenly fixed on the opposite side of two snap-fit ​​frames. The two snap-fit ​​frames are C-shaped and snap-fitted into both sides of the foundation mounting frame and the tread-type floor tiles. Multiple plug-in fixing rods are inserted and fixed to the ground of the embankment.

[0013] Preferably, a metal mesh is provided on the opposite side of each of the two reinforcing frames. The side of the metal mesh closest to the foundation mounting frame is provided with equally spaced mounting buckles. The mounting buckles are correspondingly sleeved and wrapped around the reinforcing frame, and the metal mesh is fixed to the side of the reinforcing frame by the mounting buckles.

[0014] Preferably, the metal mesh is laid at the embankment, and the metal mesh is a rust-resistant metal mesh.

[0015] Preferably, the reinforcing load-bearing plate is a square plate, the step-type floor tile is a rectangular plate, the two reinforcing frames are clamped and fixed on opposite sides of the step-type floor tile, and the step-type floor tile is arranged at equal intervals above the reinforcing load-bearing plate.

[0016] Preferably, the vertical flexible net and the foundation mounting frame are combined at a 90-degree angle, and the vertical flexible net is provided with a winding rope, which is fixedly connected to the reinforcing frame.

[0017] (III) Beneficial Effects

[0018] Compared with the prior art, this utility model provides a dam with a waterproof soil erosion structure, which has the following beneficial effects:

[0019] 1. The embankment with a waterproof soil erosion structure has a foundation installation frame laid on top of a flexible anti-erosion net. The inner side of the foundation installation frame is covered with evenly distributed reinforcing load-bearing plates, and the top is covered with equidistantly arranged tread-type paving bricks. The tread-type paving bricks and reinforcing load-bearing plates are laid on top of each other, which facilitates walking and use by workers. Both sides of the foundation installation frame are equipped with reinforcing frames, which can clamp and support the foundation installation frame and the tread-type paving bricks on both sides, combining the overall structure into a whole. This allows for convenient installation on the embankment. The installation and operation are convenient, and the device can be quickly and easily installed on the embankment, while also facilitating walking.

[0020] 2. This embankment with a soil erosion prevention structure, by laying a flexible anti-erosion net on the embankment, effectively prevents soil erosion. Combined with the reinforcement load-bearing plate and the paving bricks used for leveling and locking the soil, it has a strong ability to prevent soil erosion. Drainage holes are opened on both the reinforcement load-bearing plate and the paving bricks, which can stably carry out water operation, making the whole device less prone to water accumulation, facilitating water flow, and stabilizing soil erosion prevention. Vertical flexible nets are installed on both reinforcement frames to vertically assist in preventing soil erosion, further improving the device's ability to prevent soil erosion, making the device easy to install, and providing strong soil erosion prevention capabilities. Attached Figure Description

[0021] Figure 1 This is a frontal perspective three-dimensional schematic diagram of the structure of this utility model;

[0022] Figure 2 This is a three-dimensional sectional view of the structure of this utility model.

[0023] Figure 3 This is a frontal perspective three-dimensional schematic diagram of the connection structure between the basic mounting frame and the step-type floor tile of this utility model;

[0024] Figure 4 This is a side perspective three-dimensional schematic diagram of the connection structure between the top plate frame and the step-type floor tiles of this utility model;

[0025] Figure 5 This is a frontal perspective three-dimensional schematic diagram of the connection structure between the reinforced load-bearing plate and the bottom plate frame of this utility model;

[0026] Figure 6 This is a top-view perspective view of the connection structure between the main body of the brick frame and the top plate frame of this utility model.

[0027] Figure 7 This is a frontal perspective three-dimensional schematic diagram of the connection structure between the main body of the brick frame and the bottom plate frame of this utility model.

[0028] In the diagram: 1. Basic mounting frame; 101. Main body of the brick frame; 102. Bottom board frame; 103. Top board frame; 2. Reinforcing frame; 21. Inserted fixing rod; 22. Clip-on frame; 3. Flexible anti-drainage net; 4. Reinforcing load-bearing plate; 5. Treadable floor tiles; 6. Anti-erosion flexible net; 7. Drainage hole; 8. Vertical flexible net; 9. Auxiliary insert plate; 10. Metal mesh body; 11. Hanging buckle. 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 Figures 1-7 The embankment with a waterproof soil erosion structure includes a foundation mounting frame 1 and two reinforcing frames 2. The two reinforcing frames 2 are located on both sides of the foundation mounting frame 1 and are snapped together with the foundation mounting frame 1.

[0031] A flexible anti-loss net 3 is laid on the side of the foundation installation frame 1 closest to the dam. A reinforcing load-bearing plate 4 is evenly laid on the bottom of the inner side of the foundation installation frame 1. A tread-type paving brick 5 is laid on the side of the foundation installation frame 1 away from the flexible anti-loss net 3. An anti-erosion flexible net 6 is laid between the tread-type paving brick 5 and the reinforcing load-bearing plate 4.

[0032] Both the flexible anti-loss net 3 and the anti-erosion flexible net 6 are hung between the two reinforced frames 2. The reinforced load-bearing plate 4 and the step-type floor tiles 5 are provided with drainage holes 7. Vertical flexible nets 8 are hung on the two reinforced frames 2.

[0033] The beneficial effects of this solution are as follows: By laying a flexible anti-erosion net 3 on the embankment, the system can prevent soil erosion. The inner side of the foundation mounting frame 1 is covered with evenly distributed reinforcing load-bearing plates 4, and the top is covered with equidistantly arranged tread-type floor tiles 5. The tread-type floor tiles 5 can be stacked and locked onto the reinforcing load-bearing plates 4 to stably fix the flexible anti-erosion net 3, which has a strong ability to prevent soil erosion and is easy for workers to walk on. The reinforcing frame 2 can clamp and fix the foundation mounting frame 1 and the tread-type floor tiles 5 on both sides, which can stably combine the overall structure into a whole. The whole structure can be easily laid on the embankment, and the installation and operation are convenient. The drainage hole 7 is set to stably carry out water flow operations. Both reinforcing frames 2 are equipped with vertical flexible nets 8, which can vertically assist in preventing soil erosion and have a good effect on preventing soil erosion. The whole device has the ability to be assembled and combined, and can be quickly and conveniently laid and assembled on the embankment. It is easy to install, has a strong ability to prevent soil erosion, and is easy to walk on.

[0034] Furthermore, the basic installation frame 1 includes a brick frame body 101, a bottom plate frame 102, and a top plate frame 103. The brick frame body 101 is laid on the embankment. The bottom plate frame 102 is snapped into the installation opening at the bottom inner side of the brick frame body 101. The top plate frame 103 is snapped into the top of the brick frame body 101. The reinforcing load-bearing plate 4 is evenly laid on the inner side of the bottom plate frame 102. The tread-type floor tiles 5 are evenly laid on the grid of the top plate frame 103. The reinforcing frame body 2 is installed on both sides of the brick frame body 101 and the top plate frame 103. The brick frame body 101 is pressed and laid on the top of the flexible anti-drainage net 3.

[0035] The basic installation frame 1 includes a brick frame body 101, a bottom plate frame 102, and a top plate frame 103. The brick frame body 101 is laid on top of the flexible anti-loss net 3, providing a fixed installation function. The bottom plate frame 102 is engaged with the brick frame body 101, ensuring that the reinforcing load-bearing plate 4 is evenly laid on the grid of the bottom plate frame 102. This allows for stable and convenient installation, preventing displacement or loss due to river erosion. The top plate frame 103 is installed on top of the brick frame body 101 and can engage with the tread-type floor tiles 5. Simultaneously, the tread-type floor tiles 5 can press and fix the reinforcing load-bearing plate 4, ensuring overall stability.

[0036] Furthermore, auxiliary plug-in plates 9 are provided on both sides of the bottom of the base mounting frame 1, and the auxiliary plug-in plates 9 can be inserted into the ground of the dam.

[0037] By setting up auxiliary plug-in plate 9, the foundation mounting frame 1 can be inserted into the ground of the embankment during the laying and installation process, which plays a role in fixing and preventing displacement. This makes the foundation mounting frame 1 less likely to tilt or overturn when it is subjected to river water erosion, resulting in good overall load-bearing capacity, good soil retention capacity, and less soil erosion.

[0038] Furthermore, the reinforcement frame 2 includes plug-in fixing rods 21 and snap-fit ​​frames 22. Multiple plug-in fixing rods 21 are equally spaced on both sides of the foundation mounting frame 1. Multiple plug-in fixing rods 21 are evenly plugged into both sides of the flexible anti-drainage net 3. Multiple plug-in fixing rods 21 are evenly fixed on the opposite side of two snap-fit ​​frames 22. The two snap-fit ​​frames 22 are C-shaped and snap-fitted into both sides of the foundation mounting frame 1 and the tread-type floor tiles 5. Multiple plug-in fixing rods 21 are inserted and fixed to the ground of the embankment.

[0039] By setting up a reinforcement frame 2 including a plug-in fixing rod 21 and a snap-fit ​​frame 22, the plug-in fixing rod 21 can be inserted into the dam, and the snap-fit ​​frame 22 clamps and fixes the foundation installation frame 1 and the step-type floor tiles 5 on both sides, which can stably combine the overall structure into a whole. The overall load-bearing capacity is stable, and it can be easily assembled into a whole. It has excellent erosion resistance and good water and soil erosion prevention capabilities.

[0040] Furthermore, a metal mesh 10 is provided on the opposite side of each of the two reinforcing frames 2. The metal mesh 10 is wrapped with equally spaced mounting buckles 11 on the side of the metal mesh 10 closest to the foundation mounting frame 1. The mounting buckles 11 are correspondingly sleeved and wrapped around the reinforcing frame 2. The metal mesh 10 is fixed to the side of the reinforcing frame 2 by the mounting buckles 11.

[0041] By setting up the metal mesh 10, the soil on both sides of the foundation mounting frame 1 can be stabilized and locked, and the area for preventing soil erosion is large. When multiple foundation mounting frames 1 are laid, the remaining embankment ground can be locked by the metal mesh 10, which facilitates soil erosion prevention operations. The mounting buckle 11 can be hung on the reinforcement frame 2, which facilitates the laying of the metal mesh 10. It has excellent practicality.

[0042] Furthermore, the metal mesh 10 is laid at the embankment, and the metal mesh 10 is a rust-resistant metal mesh;

[0043] By setting the metal mesh 10 to be attached and fixed to the embankment, the installation is convenient and stable, which increases the area of ​​the device that can be laid on the embankment. In addition, the metal mesh 10 is a rust-resistant metal mesh, which has good durability and rust resistance.

[0044] Furthermore, the reinforcing load-bearing plate 4 is a square plate, and the step-type floor tile 5 is a rectangular plate. The two reinforcing frames 2 are clamped and fixed on opposite sides of the step-type floor tile 5, and the step-type floor tiles 5 are arranged at equal intervals above the reinforcing load-bearing plate 4.

[0045] By setting the reinforcing load-bearing plate 4 as a square plate and the step-type floor tile 5 as a rectangular plate, the step-type floor tile 5 can be pressed and laid on top of the reinforcing load-bearing plate 4. The step-type floor tile 5 and the reinforcing load-bearing plate 4 are laid on top of each other, which makes it convenient for staff to step on and walk on, and is easy to use. The overall practicality is excellent.

[0046] Furthermore, the vertical flexible net 8 and the foundation mounting frame 1 are combined at a 90-degree angle. The vertical flexible net 8 is equipped with a winding rope, and the vertical flexible net 8 is fixedly connected to the reinforcing frame 2 by the winding rope.

[0047] By setting up a vertical flexible net 8 and hanging it vertically on the reinforcement frame 2, it can block and protect vertically flowing water sources and soil clods, with excellent water and soil erosion resistance. The vertical flexible net 8 is fixedly connected to the reinforcement frame 2 by a rope, which is convenient to install and fix, and is suitable for use.

[0048] Working principle: By laying a flexible anti-erosion net 3 on the embankment, the net can prevent soil erosion. A foundation installation frame 1 is laid on top of the flexible anti-erosion net 3 to compress and fix the net. The inner side of the foundation installation frame 1 is laid with evenly distributed reinforcing load-bearing plates 4, and the top is laid with equidistant stepping bricks 5. The stepping bricks 5 can compress and lock the reinforcing load-bearing plates 4. The foundation installation frame 1, together with the reinforcing load-bearing plates 4 and the stepping bricks 5, can be stably fixed at the flexible anti-erosion net 3, which has a strong ability to prevent soil erosion.

[0049] Both sides of the base mounting frame 1 are equipped with reinforcing frames 2. The reinforcing frames 2 can clamp and fix the base mounting frame 1 and the tread-type floor tiles 5 on both sides, which can stably combine the overall structure into a whole and provide load-bearing and fixed support for both sides of the base mounting frame 1. The overall structure can be conveniently laid on the embankment, and the installation operation is convenient.

[0050] Both the reinforced load-bearing plate 4 and the tread-type floor tiles 5 are provided with drainage holes 7, which can stably carry out water flow operations, making the whole device less prone to water accumulation, facilitating water flow, and preventing soil erosion. The tread-type floor tiles 5 and the reinforced load-bearing plate 4 are laid on top of each other, making it convenient for workers to walk on and use.

[0051] Both reinforced frames 2 are equipped with vertical flexible nets 8, which can vertically assist in preventing soil erosion and further improve the soil erosion prevention and control capabilities of the device. It can be constructed stably and sequentially, with low construction difficulty and good soil erosion prevention effect.

[0052] The device is designed to be modular and easy to install, allowing for quick and convenient installation on embankments. It is also easy to walk on, solving the problems of relatively weak soil erosion resistance on embankments, inconvenience in walking after installation, and insufficient overall ease of assembly.

[0053] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

[0054] 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 dike with a waterproof soil erosion prevention structure, comprising a foundation mounting frame (1) and two reinforcing frames (2), characterized in that: The two reinforcing frames (2) are respectively located on both sides of the foundation mounting frame (1), and the reinforcing frames (2) are snapped into the foundation mounting frame (1); The foundation mounting frame (1) is covered with a flexible anti-loss net (3) on the side close to the dam. The bottom of the inner side of the foundation mounting frame (1) is evenly covered with a reinforcing load-bearing plate (4). The side of the foundation mounting frame (1) away from the flexible anti-loss net (3) is covered with a tread-type paving brick (5). An anti-erosion flexible net (6) is laid between the tread-type paving brick (5) and the reinforcing load-bearing plate (4). The flexible anti-loss net (3) and the anti-erosion flexible net (6) are both hung between the two reinforced frames (2). The reinforced load-bearing plate (4) and the step-type floor tile (5) are both provided with drainage holes (7). Vertical flexible nets (8) are hung on the two reinforced frames (2).

2. The embankment with a waterproof soil erosion structure according to claim 1, characterized in that: The basic installation frame (1) includes a brick frame body (101), a bottom plate frame (102), and a top plate frame (103). The brick frame body (101) is laid on the embankment. The bottom plate frame (102) is snapped into the installation opening at the bottom of the inner side of the brick frame body (101). The top plate frame (103) is snapped into the top of the brick frame body (101). The reinforcing load-bearing plate (4) is evenly laid on the inner side of the bottom plate frame (102). The tread-type floor tiles (5) are evenly laid on the grid of the top plate frame (103). The reinforcing frame (2) is installed on both sides of the brick frame body (101) and the top plate frame (103). The brick frame body (101) is pressed and laid on the top of the flexible anti-drainage net (3).

3. The embankment with a waterproof soil erosion structure according to claim 1, characterized in that: The base mounting frame (1) has auxiliary plug-in plates (9) on both sides of its bottom, which can be inserted into the ground of the dam.

4. The embankment with a soil erosion prevention structure according to claim 1, characterized in that: The reinforced frame (2) includes plug-in fixing rods (21) and snap-fit ​​frames (22). Multiple plug-in fixing rods (21) are equally spaced on both sides of the foundation mounting frame (1). Multiple plug-in fixing rods (21) are evenly plugged into both sides of the flexible anti-drainage net (3). Multiple plug-in fixing rods (21) are evenly fixed on the opposite side of two snap-fit ​​frames (22). The two snap-fit ​​frames (22) are C-shaped and snap-fitted into both sides of the foundation mounting frame (1) and the tread-type floor tiles (5). Multiple plug-in fixing rods (21) are inserted and fixed at the ground of the dam.

5. The embankment with a waterproof soil erosion structure according to claim 1, characterized in that: Metal mesh (10) is provided on the opposite side of each of the two reinforcing frames (2). The metal mesh (10) is surrounded by equally spaced mounting buckles (11) on the side of the base mounting frame (1). The mounting buckles (11) are correspondingly sleeved and wrapped around the reinforcing frame (2). The metal mesh (10) is fixed to the side of the reinforcing frame (2) by the mounting buckles (11).

6. The embankment with a waterproof soil erosion structure according to claim 5, characterized in that: The metal mesh (10) is laid at the dam, and the metal mesh (10) is a rust-resistant metal mesh.

7. The embankment with a soil erosion prevention structure according to claim 1, characterized in that: The reinforcing load-bearing plate (4) is a square plate, and the step-type floor tile (5) is a rectangular plate. The two reinforcing frames (2) are clamped and fixed on opposite sides of the step-type floor tile (5). The step-type floor tiles (5) are arranged at equal intervals above the reinforcing load-bearing plate (4).

8. The embankment with a waterproof soil erosion structure according to claim 1, characterized in that: The vertical flexible net (8) and the foundation mounting frame (1) are combined at a 90-degree angle. The vertical flexible net (8) is provided with a winding rope, and the vertical flexible net (8) is fixedly connected to the reinforcing frame (2) by the winding rope.

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