Water conservancy retaining wall structure capable of preventing water and soil loss

By using the rapid splicing design of mounting brackets and assembly components in the water conservancy retaining wall, the problems of low construction efficiency and easy damage are solved, and the effect of rapid construction and enhanced stability is achieved.

CN223214611UActive Publication Date: 2025-08-12JUANCHENG COUNTY NATURAL RESOURCES & PLANNING BUREAU
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Patent Information

Application Number
CN202422546854.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-22
Publication Date
2025-08-12
Estimated Expiration
2034-10-22

AI Technical Summary

Technical Problem

The existing water conservancy retaining walls have problems of low construction efficiency and easy damage during construction, especially when they need maintenance after pouring, which affects the progress and stability of the project.

Method used

Using mounting brackets and assembly components, rapid splicing is achieved through slidingly connected prefabricated blocks and clamping structures. Combined with the diversion groove and limit block design, the stability and reliability of the retaining wall are enhanced, and the joints are poured through cement pouring to enhance integrity.

Benefits of technology

The rapid construction of retaining walls is achieved, the construction efficiency is improved, the stability and reliability of retaining walls are enhanced, the stability is reduced due to soil creep is avoided, and the pressure resistance is improved.

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Abstract

The utility model provides a water conservancy retaining wall structure capable of preventing water and soil loss, which relates to the technical field of retaining walls and comprises a mounting bracket, an assembling component is arranged on the side surface of the mounting bracket and comprises a protective plate, a first precast block is slidably connected to an inner cavity of the protective plate, and a second precast block is arranged at the top of the first precast block. A clamping block is fixedly connected to the top of the first prefabricated block, clamping grooves are formed in the top and the bottom of the second prefabricated block, one end of the clamping block extends to an inner cavity of each clamping groove, one end of the clamping block is slidably connected with the inner cavity of each clamping groove, and the side face of the inner wall of the mounting support is slidably connected with the side face of the first prefabricated block and the side face of the second prefabricated block. And after the guard plate is installed, the first precast block can be placed in an inner cavity of the guard plate through cooperation of manpower and instruments, and after the first precast block is placed, the second precast block is placed on the top of the first precast block.
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Description

Technical Field

[0001] The utility model relates to the technical field of retaining walls, in particular to a water conservancy retaining wall structure capable of preventing soil loss. Background Art

[0002] Water conservancy retaining walls are mainly used to stabilize river banks and embankments to prevent water erosion and soil collapse. They can effectively resist the impact of floods and protect the safety of surrounding land and buildings. At the same time, retaining walls can control the direction and speed of water flow, reduce soil erosion, and provide strong guarantees for the stable operation of water conservancy projects and the surrounding ecological environment.

[0003] In the prior art, the utility model with publication number CN217078847U provides a water conservancy retaining wall structure that can prevent water and soil loss, including a retaining wall main body, the retaining wall main body including a slope wall and a foundation, the slope wall is arranged on the upper surface of the foundation, and the entire device is fixed by the foundation. When the water content in the soil on the left side of the device is too high, the excess water in the soil will pass through the anti-seepage structure, and the anti-seepage structure can block leaves, weeds and soil to prevent them from clogging the drain pipe and gathering in the water collecting trough. The water in the water collecting trough then enters the drain pipe through the water inlet.

[0004] In order to solve the problem that the retaining wall has poor drainage effect during use and cannot quickly discharge the water that penetrates the soil, thus causing water and soil loss, this patent combines an anti-seepage structure with a water collection trough to easily drain excess water from the soil, avoiding the problem of soil and water loss caused by excessive moisture in the soil.

[0005] However, in actual use, the above patent still has the following shortcomings: in the construction process of retaining walls, the common method is to use cast-in-place earth walls. After the casting is completed, the earth walls need to be maintained for a certain period of time, which affects the progress of the project. At the same time, during the maintenance process, the earth walls are prone to damage in the initial wet state. Due to their strong integrity, they are more difficult to repair, which further affects work efficiency. For this reason, the present application provides a hydraulic retaining wall structure that can prevent water and soil loss to meet the needs. Utility Model Content

[0006] The purpose of the utility model is to solve the shortcomings of the prior art and provide a water conservancy retaining wall structure that can prevent water soil loss.

[0007] In order to achieve the above-mentioned object, the present invention adopts the following technical solution: a water conservancy retaining wall structure capable of preventing water and soil loss, comprising a mounting bracket, wherein an assembly component is provided on a side of the mounting bracket;

[0008] The assembly component includes a guard plate, the inner cavity of the guard plate is slidably connected to a first prefabricated block, a second prefabricated block is arranged on the top of the first prefabricated block, the top of the first prefabricated block is fixedly connected to a clamping block, the top and bottom of the second prefabricated block are provided with a clamping groove, one end of the clamping block extends to the inner cavity of the clamping groove, and one end of the clamping block is slidably connected to the inner cavity of the clamping groove.

[0009] As a preferred embodiment, guide grooves are provided on the sides of the first prefabricated block and the second prefabricated block.

[0010] The technical effect of adopting the above technical solution is: by providing the first chute, the accumulated water inside the retaining wall can be diverted.

[0011] As a preferred embodiment, a first sliding groove is provided on the outer surface of the sleeve, a limiting block is fixedly connected to the outer surface of the fixing rod, and the limiting block is slidably connected to the inner cavity of the first sliding groove.

[0012] The technical effect of adopting the above technical solution is that the movement trajectory of the sleeve can be limited by cooperating with the limiting block and the first sliding groove.

[0013] As a preferred embodiment, a second sliding groove is provided on the side of the support plate, and a fixed support foot is provided and connected to one end of the support plate.

[0014] The technical effect of adopting the above technical solution is: by providing the second slide groove, the movement trajectory of the fixed support leg can be limited, and by providing the fixed support leg, the contact area between the installation column and the soil can be increased.

[0015] Compared with the prior art, the advantages and positive effects of the present invention are:

[0016] The side of the inner wall of the mounting bracket is slidingly connected to the side of the first prefabricated block and the second prefabricated block. By setting a guard plate, the first prefabricated block and the second prefabricated block can be supported. After the guard plate is installed, the first prefabricated block can be placed in the inner cavity of the guard plate through manual cooperation with equipment. After placement, the second prefabricated block is placed on the top of the first prefabricated block. During the placement process, one end of the card block is engaged with the inner cavity of the card groove, so that the splicing can be completed, and the effect of quickly building a retaining wall can be achieved, which greatly improves work efficiency. A casting joint is provided between the first prefabricated block and the second prefabricated block. After the construction is completed, cement is poured into the casting joint so that they can be integrated together, thereby achieving the effect of enhancing the stability and reliability of the retaining wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 A schematic diagram of the three-dimensional structure of a water conservancy retaining wall structure that can prevent water and soil loss provided by the utility model;

[0018] Figure 2 A schematic cross-sectional view of an assembly component of a water conservancy retaining wall capable of preventing water and soil loss provided by the utility model;

[0019] Figure 3 A schematic diagram of the internal connection structure of a support assembly for a water conservancy retaining wall that can prevent soil loss provided by the utility model;

[0020] Figure 4 The utility model provides a cross-sectional structural diagram of a water conservancy retaining wall structure support assembly capable of preventing water and soil loss.

[0021] Legend:

[0022] 1. Install the bracket;

[0023] 2. Assembly components; 21. Guard plate; 22. First prefabricated block; 23. Second prefabricated block; 24. Clamping block; 25. Clamping groove; 26. Groove; 27. Guide groove;

[0024] 3. Support assembly; 31. Fixed block; 32. Connecting rod; 33. Fixed rod; 34. Mounting column; 35. Sleeve; 36. Limit block; 37. First slide groove; 38. Support plate; 39. Fixed support foot; 310. Second slide groove; 311. Slider. DETAILED DESCRIPTION

[0025] 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.

[0026] Example 1

[0027] like Figure 1 and Figure 2 As shown, this embodiment provides a technical solution: a water conservancy retaining wall structure capable of preventing water and soil loss, comprising a mounting bracket 1, with an assembly component 2 provided on the side of the mounting bracket 1;

[0028] The assembly component 2 includes a guard plate 21, the inner cavity of the guard plate 21 is slidably connected to the first prefabricated block 22, the top of the first prefabricated block 22 is provided with a second prefabricated block 23, the top of the first prefabricated block 22 is fixedly connected to a clamping block 24, the top and bottom of the second prefabricated block 23 are both provided with a clamping groove 25, one end of the clamping block 24 extends to the inner cavity of the clamping groove 25, one end of the clamping block 24 is slidably connected to the inner cavity of the clamping groove 25, and the sides of the first prefabricated block 22 and the second prefabricated block 23 are both provided with a clamping groove 25. There is a guide groove 27, and the inner cavity of the second prefabricated block 23 is provided with a groove 26. The side of the inner wall of the mounting bracket 1 is slidably connected with the side of the first prefabricated block 22 and the second prefabricated block 23. By setting the guard plate 21, the first prefabricated block 22 and the second prefabricated block 23 can be supported. After the guard plate 21 is installed, the first prefabricated block 22 can be placed in the inner cavity of the guard plate 21 by manual and instrumental cooperation. After placement, the second prefabricated block 23 is placed on the first prefabricated block 22. The top of the block 23 is engaged with the inner cavity of the engaging groove 25 during the placement process, so that the splicing can be completed, thereby achieving the effect of quickly building the retaining wall, greatly improving work efficiency. After the second prefabricated block 23 is laid, the stones are filled into the inner cavity of the groove 26, thereby increasing the overall weight and rigidity of the second prefabricated block 23, making the second prefabricated block 23 more stable when subjected to external force and not prone to deformation or displacement. At the same time, when the second prefabricated block 23 is subjected to pressure, the filled stones can disperse the pressure. A casting joint is provided between the first prefabricated block 22 and the second prefabricated block 23. After the construction is completed, cement is poured into the casting joint, so that they can be integrated together, thereby achieving the effect of enhancing the stability and reliability of the retaining wall, avoiding uneven distribution of the contact surface when subjected to pressure, resulting in damage, and by providing a diversion groove 27, the internal accumulated water can be diverted to avoid the accumulation of water.

[0029] Example 2

[0030] A step further, such as Figure 3 and Figure 4As shown: a support assembly 3 is provided on the side of the guard plate 21, and the support assembly 3 includes a fixed block 31, a connecting rod 32 is rotatably connected to the side of the fixed block 31, and one end of the connecting rod 32 is rotatably connected to the fixed rod 33, and a sleeve 35 is provided on the outer surface of the fixed rod 33, and a first sliding groove 37 is provided on the outer surface of the sleeve 35. The outer surface of the fixed rod 33 is fixedly connected to a limiting block 36, and the limiting block 36 is slidably connected to the inner cavity of the first sliding groove 37. One end of the sleeve 35 is fixedly connected to a support plate 38, and the side of the support plate 38 is provided. A second slide groove 310 is provided, and one end of the support plate 38 is provided with a fixed support leg 39, and the side of the fixed support leg 39 is fixedly connected with a slider 311, and one end of the slider 311 extends to the inner cavity of the second slide groove 310, and the slider 311 is slidably connected to the inner cavity of the second slide groove 310. A plurality of notches are provided on the outer surface of the fixed support leg 39. When in use, the mounting bracket 1 is first installed on the earth wall that needs to be supported. After the installation is completed, the earth wall is punched through the holes reserved on the surface of the mounting bracket 1. After the drilling is completed, the support When the locking cam 35 is in the unlocked position, the locking cam 36 is engaged with the locking cam 36 and the locking cam 36 is engaged with the locking cam 36. When the locking cam 35 is in the unlocked position, the locking cam 36 is engaged with the locking cam 36 and the locking cam 36 is engaged with the locking cam 36. When the locking cam 35 is in the unlocked position, the locking cam 36 is engaged with the locking cam 36 and the locking cam 36. When the locking cam 35 is in the unlocked position, the locking cam 36 is engaged with the locking cam 36 and the locking cam 36.

[0031] The above description is only a preferred embodiment of the present invention and does not limit the present invention in any other form. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes for application in other fields. However, any simple modification, equivalent change and modification of the above embodiment made according to the technical essence of the present invention without departing from the content of the technical solution of the present invention shall still fall within the scope of protection of the technical solution of the present invention.

Claims

1. A water conservancy retaining wall structure capable of preventing water and soil loss, comprising a mounting bracket (1), characterized in that: An assembly component (2) is provided on the side of the mounting bracket (1); The assembly component (2) includes a guard plate (21), the inner cavity of the guard plate (21) is slidably connected to a first prefabricated block (22), a second prefabricated block (23) is arranged on the top of the first prefabricated block (22), a clamping block (24) is fixedly connected to the top of the first prefabricated block (22), and a clamping groove (25) is provided on the top and bottom of the second prefabricated block (23), one end of the clamping block (24) extends to the inner cavity of the clamping groove (25), and one end of the clamping block (24) is slidably connected to the inner cavity of the clamping groove (25).

2. A water conservancy retaining wall structure capable of preventing water and soil loss according to claim 1, characterized in that: The sides of the first prefabricated block (22) and the second prefabricated block (23) are both provided with guide grooves (27).

3. A water conservancy retaining wall structure capable of preventing water and soil loss according to claim 2, characterized in that: The inner cavity of the second prefabricated block (23) is provided with a groove (26).

4. The hydraulic retaining wall structure capable of preventing water and soil loss according to claim 1, characterized in that: A support assembly (3) is provided on the side of the guard plate (21), and the support assembly (3) includes a fixed block (31). The side of the fixed block (31) is rotatably connected to a connecting rod (32), and one end of the connecting rod (32) is rotatably connected to a fixed rod (33). The outer surface of the fixed rod (33) is sleeved with a sleeve (35).

5. The hydraulic retaining wall structure capable of preventing water and soil loss according to claim 4, characterized in that: The outer surface of the sleeve (35) is provided with a first sliding groove (37), the outer surface of the fixing rod (33) is fixedly connected to a limiting block (36), and the limiting block (36) is slidably connected to the inner cavity of the first sliding groove (37).

6. The hydraulic retaining wall structure capable of preventing soil erosion according to claim 4, characterized in that: One end of the sleeve (35) is fixedly connected to a support plate (38).

7. A water conservancy retaining wall structure capable of preventing water and soil loss according to claim 6, characterized in that: A second sliding groove (310) is provided on the side of the support plate (38), and one end of the support plate (38) is provided with a fixed support foot (39) for connection.

8. The hydraulic retaining wall structure capable of preventing soil erosion according to claim 7, characterized in that: A slider (311) is fixedly connected to the side of the fixed support leg (39), one end of the slider (311) extends to the inner cavity of the second slide groove (310), and the slider (311) is slidably connected to the inner cavity of the second slide groove (310).

Citation Information

Patent Citations

  • Water conservancy retaining wall structure capable of preventing water and soil loss

    CN217078847U