Bank protection structure with wave dissipation function

Abstract

The utility model provides a bank protection structure with a wave dissipation function. The revetment structure with the wave dissipation function comprises a bottom plate; the wall body assembly is arranged on the bottom plate, the wall body assembly is used for separating the embankment and the river channel, and an opening is formed in the side, facing the river channel, of the wall body assembly; the wave dissipation assembly is arranged at the opening, a containing cavity is formed between the wave dissipation assembly and the wall assembly, the containing cavity is used for containing soil and stone materials, a wave dissipation space is formed in the top of the wave dissipation assembly, and an open hole is formed in the side, away from the wall assembly, of the wave dissipation assembly and used for communicating the wave dissipation space with the river channel; and the wave dissipation stone is accommodated in the wave dissipation space. The utility model solves the problem that the service life and the stability of a revetment in the prior art are reduced because the revetment is eroded by ship waves after being used for a long time.

Description

Technical Field

[0001] This utility model relates to the field of shipping technology, and more specifically, to a revetment structure with wave-damping function. Background Technology

[0002] Currently, my country's shipping industry is developing rapidly. To ensure navigation safety, revetment structures are mostly installed on both sides of river channels. Conventional river revetment structures, including solid and hollow revetments, while effectively preventing riverbank collapse, are less effective in ecological restoration and reducing wave energy generated by navigation. This also leads to a monotonous riverbank landscape and increases the risks for ships navigating the waterway, as the direct reflection and superposition of ship waves on the revetment can easily amplify waves, threatening the stability and safety of ships. Although self-embedded ecological retaining walls have emerged, their structural stability becomes unreliable when the height exceeds 3 meters, especially under the continuous impact of ship waves. This means that the application of this type of revetment structure in large rivers or waterways is limited, and it cannot meet the strength and stability requirements of high water levels or large-scale projects.

[0003] As can be seen from the above, the existing technology has the problem that the service life and stability of the revetment are reduced due to erosion by ship waves after long-term use. Utility Model Content

[0004] The main purpose of this invention is to provide a revetment structure with wave-dissipating function to solve the problem of reduced service life and stability of revetments due to erosion by ship waves during long-term use in the prior art.

[0005] To achieve the above objectives, this utility model provides a revetment structure with wave-dissipating function, comprising: a base plate; a wall assembly disposed on the base plate, the wall assembly being used to separate the bank and the river channel, the wall assembly having an opening on the side facing the river channel; a wave-dissipating assembly disposed at the opening, a receiving cavity being formed between the wave-dissipating assembly and the wall assembly, the receiving cavity being used to receive soil and rock materials, a wave-dissipating space being provided at the top of the wave-dissipating assembly, and an opening being provided on the side of the wave-dissipating assembly away from the wall assembly, the opening being used to connect the wave-dissipating space and the river channel; and wave-dissipating stones, the wave-dissipating stones being received within the wave-dissipating space.

[0006] Furthermore, the wave-damping component includes: a main body having a wave-damping space, the bottom end of the main body being connected to a base plate, and the middle part of the main body rising along a direction away from the wall component to form a partition structure, the partition structure being parallel to the base plate; and a mounting plate having an opening, the mounting plate being connected to the top end of the partition structure, the mounting plate being used to seal the wave-damping space.

[0007] Furthermore, the wall assembly includes two side walls, which are located on both sides of the wave-damping assembly. The mounting plate is integrally formed with the main body, and the mounting plate is integrally formed with the side walls and the partition structure.

[0008] Furthermore, the wall assembly includes two side walls, which are located on both sides of the wave-damping assembly. The mounting plate is detachably connected to the main body, and a sliding groove is provided on the side wall, which is adapted to the mounting plate.

[0009] Furthermore, one of the mounting plate and the partition structure is provided with a groove, and the other of the mounting plate and the partition structure is provided with a protrusion that matches the groove.

[0010] Furthermore, the base plate, main body and wall components form a fish tank. A stop structure is provided on the base plate. The stop structure is located below the partition structure and is spaced apart from the partition structure. The stop structure is used to stop the soil in the fish tank.

[0011] Furthermore, the revetment structure with wave-dissipating function also includes multiple partitions, which are spaced apart in the fish tank along the length of the stop structure.

[0012] Furthermore, there are multiple wave-dissipating stones and openings, with multiple wave-dissipating stones housed within the wave-dissipating space, and the vertical height of the multiple openings being less than the height of the multiple wave-dissipating stones.

[0013] Furthermore, the revetment structure with wave-dissipating function also includes connectors, which are used to connect the bottom plate and the embankment.

[0014] Furthermore, the revetment structure with wave-dissipating function also includes a topsoil layer, which is set inside the accommodating cavity and is used to lay on the soil and rock material for cultivation and planting vegetation.

[0015] The revetment structure with wave-dissipating function, applying the technical solution of this utility model, includes a base plate, a wall component, a wave-dissipating component, and wave-dissipating stones. The wall component is set on the base plate and serves to separate the revetment from the river channel. The wall component has an opening on the side facing the river channel, and the wave-dissipating component is located at the opening. A receiving cavity is formed between the wave-dissipating component and the wall component to receive soil and stone materials. A wave-dissipating space is provided at the top of the wave-dissipating component, and an opening is provided on the side of the wave-dissipating component away from the wall component, connecting the wave-dissipating space and the river channel. The wave-dissipating stones are housed within the wave-dissipating space. By setting a wave-dissipating space at the top of the wall component and... An opening is made on the side facing the river channel. When ships pass by or the wind is strong, the spray or waves from ships enter the wave-dissipating space through the opening. The wave-dissipating stones in the wave-dissipating space eliminate the energy of the spray or waves, thereby protecting the revetment and preventing damage to the revetment due to prolonged exposure to spray or waves. This extends the service life of the revetment. At the same time, the cavity formed between the wave-dissipating components and the wall components contains soil and stone materials, increasing the weight of the entire revetment and improving its stability. This solves the problem of reduced service life and stability of revetments due to prolonged use by ships and waves in existing technologies. Attached Figure Description

[0016] The accompanying drawings, which form part of this application, are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an undue limitation of the present invention. In the drawings:

[0017] Figure 1 This diagram shows a structural schematic of a wave-damping revetment structure with wave-dissipating function from one angle, according to a specific embodiment of the present invention; and

[0018] Figure 2 This diagram shows a structural schematic of a wave-damping revetment structure according to a specific embodiment of the present invention from another angle.

[0019] Figure 3 It shows Figure 2 Cross-sectional view of AA.

[0020] The above figures include the following reference numerals:

[0021] 10. Base plate; 11. Stop structure; 20. Wall components; 21. Side wall; 22. Back wall; 30. Wave-dissipating components; 31. Main body; 311. Separation structure; 32. Mounting plate; 40. Wave-dissipating space; 50. Opening; 60. Wave-dissipating stone; 70. Topsoil layer; 80. Bank embankment; 90. Soil and stone materials; 100. Fish tank; 101. Soil; 110. Separation plate; 120. Vegetation; 130. Guardrail; 140. Corridor. Detailed Implementation

[0022] It should be noted that, unless otherwise specified, the embodiments and features described in this application can be combined with each other. The present invention will now be described in detail with reference to the accompanying drawings and embodiments.

[0023] It should be noted that, unless otherwise specified, all technical and scientific terms used in this application have the same meaning as commonly understood by one of ordinary skill in the art to which this application pertains.

[0024] In this utility model, unless otherwise stated, directional terms such as "upper," "lower," "top," and "bottom" are generally used in relation to the direction shown in the accompanying drawings, or in relation to the vertical, perpendicular, or gravitational direction of the component itself; similarly, for ease of understanding and description, "inner" and "outer" refer to the inner and outer contours of each component itself, but the above directional terms are not used to limit this utility model.

[0025] Obviously, the embodiments described above are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort should fall within the protection scope of this utility model.

[0026] To address the problem of reduced service life and stability of existing revetments due to erosion from ship waves over long periods of use, this invention provides a revetment structure with wave-damping capabilities.

[0027] like Figures 1 to 3 As shown, the revetment structure with wave-dissipating function includes a base plate 10, a wall component 20, a wave-dissipating component 30, and wave-dissipating stones 60. The wall component 20 is mounted on the base plate 10 and serves to separate the bank 80 from the river channel. The wall component 20 has an opening on the side facing the river channel. The wave-dissipating component 30 is located at the opening, forming a cavity between the wave-dissipating component 30 and the wall component 20. This cavity is used to accommodate earth and rock material 90. A wave-dissipating space 40 is provided at the top of the wave-dissipating component 30, and an opening 50 is provided on the side of the wave-dissipating component 30 away from the wall component 20. The opening 50 connects the wave-dissipating space 40 to the river channel. The wave-dissipating stones 60 are housed within the wave-dissipating space 40.

[0028] By setting a wave-dissipating space 40 on the top of the wall component 20 and opening 50 on the side facing the river, when ships pass by or the wind is strong, waves or ship waves enter the wave-dissipating space 40 through the opening 50. The wave-dissipating stones 60 in the wave-dissipating space 40 eliminate the energy of the waves or ship waves, thereby protecting the embankment 80 and preventing the embankment 80 from being damaged by waves or ship waves for a long time, thus improving its service life. At the same time, the cavity formed between the wave-dissipating component 30 and the wall component 20 contains soil and stone material 90, which increases the weight of the entire revetment structure, thereby improving the stability of the revetment.

[0029] like Figures 1 to 3 As shown, the wave-damping assembly 30 includes a main body 31 and a mounting plate 32. The main body 31 has a wave-damping space 40. The bottom end of the main body 31 is connected to the base plate 10. The middle part of the main body 31 protrudes in a direction away from the wall assembly 20 to form a partition structure 311, which is parallel to the base plate 10. The mounting plate 32 has an opening 50 and is connected to the top end of the partition structure 311. The mounting plate 32 is used to seal the wave-damping space 40.

[0030] Specifically, the length of the separating structure 311 extending towards the river channel is less than half the length of the bottom plate 10. The separating structure 311 extends horizontally and forms a cantilever beam structure with the main body 31. Multiple wave-dissipating stones 60 are placed in the wave-dissipating space 40. An increase in the number of wave-dissipating stones 60 will cause the separating structure 311 to withstand greater pressure, and an excessively long separating structure 311 will make it prone to damage. Optionally, both the wave-dissipating component 30 and the bottom plate 10 are reinforced concrete structures, and the wave-dissipating component 30 and the bottom plate 10 are integrally formed.

[0031] In this embodiment, the mounting plate 32 has multiple openings 50, and the multiple openings 50 are arranged in an array, such as... Figures 1 to 2 As shown, the highest opening 50 among the multiple openings 50 is positioned vertically above the highest navigable water level of the river, while the lowest opening 50 is level with the lowest navigable water level, thus achieving the effect of eliminating ship waves during both the rainy and dry seasons.

[0032] like Figures 2 to 3 As shown, the wall assembly 20 includes two side walls 21, which are arranged on both sides of the wave-damping assembly 30. The mounting plate 32 is integrally formed with the main body 31, and the mounting plate 32 is integrally formed with the side walls 21 and the partition structure 311.

[0033] Specifically, the mounting plate 32 and the main body 31 are integrally molded for easy processing. The side wall 21, mounting plate 32, and main body 31 form a wave-damping space 40 with a top opening. Rainwater can flow into the river channel through the opening 50, and it is also convenient to place, add, or replace the wave-damping stones 60. At the same time, it is convenient to regularly inspect and clean debris in the wave-damping space 40, ensuring the continuous and efficient operation of the wave-damping component 30. The integral molding design ensures the stability and durability of the structure, effectively resisting the impact of floods. At the same time, in busy waterways, this structure can withstand the high frequency of ship passage and water flow impact, reducing maintenance frequency and saving operating costs.

[0034] In another embodiment of this application (not shown), the wall assembly 20 includes two side walls 21, which are disposed on both sides of the wave-damping assembly 30. The mounting plate 32 is detachably connected to the main body 31. The side walls 21 are provided with sliding grooves that are adapted to the mounting plate 32.

[0035] Specifically, the side wall 21 is integrally formed with the main body 31. The side wall 21 is a reinforced concrete structure. The sliding groove on the side wall 21 is adapted to the edge of the mounting plate 32. During installation, the mounting plate 32 is slid into the sliding groove. Optionally, the edge of the side wall 21 and the sliding groove are provided with a wear-resistant layer.

[0036] like Figures 1 to 2 As shown, the wall assembly 20 also includes a back wall 22, a side wall 21, and the back wall 22 is integrally formed. The back wall 22 can separate the embankment 80 and the soil and rock material 90.

[0037] Furthermore, one of the mounting plate 32 and the partition structure 311 is provided with a groove, and the other of the mounting plate 32 and the partition structure 311 is provided with a protrusion that matches the groove.

[0038] Specifically, since the mounting plate 32 is detachably connected to the main body 31, a protrusion is provided at the bottom of the mounting plate 32 to further limit its movement and prevent it from becoming loose. A groove is provided on the partition structure 311. Multiple protrusions and grooves work together to limit the mounting plate 32. Simultaneously, the mounting plate 32 is a prefabricated structure, which improves construction speed. The combined design of the grooves and protrusions also effectively prevents the mounting plate 32 from loosening or falling off due to long-term hydrodynamic forces in turbulent water flow and large waves, ensuring the long-term stability and reliability of the structure.

[0039] like Figure 1As shown, the base plate 10, the main body 31 and the wall assembly 20 form a fish tank 100. A stop structure 11 is provided on the base plate 10. The stop structure 11 is located below the partition structure 311 and is spaced apart from the partition structure 311. The stop structure 11 is used to stop the soil 101 in the fish tank 100.

[0040] Specifically, the separating structure 311 and the bottom plate 10 are spaced apart to form a fish trough 100, thus providing space for fish in the river to live or hide from ships. At the same time, the separating structure 311 is below the minimum navigable water level, ensuring that the fish trough 100 is always below the water surface, guaranteeing space for fish survival and reproduction, and improving the ecological function of the bank protection structure. The fish trough 100 contains soil 101 on which aquatic plants are grown, providing a spawning ground and food source for fish. The retaining structure 11 is adapted to the entire fish trough 100, thus preventing the soil 101 from being gradually eroded away by river water.

[0041] like Figure 2 As shown, the revetment structure with wave-dissipating function also includes a partition plate 110. There are multiple partition plates 110, which are spaced apart in the fish tank 100 along the length of the stop structure 11.

[0042] Specifically, the spacing between the partition plates 110 along the length of the stop structure 11 can be equal or different. Setting different spacing distances can divide the fish tank 100 into multiple areas of different sizes to accommodate fish of different sizes. The partition plates 110 are integrally formed with the fish tank 100, or the partition plates 110 can be a prefabricated structure and detachably connected to the main body 31.

[0043] In this embodiment, there are multiple wave-damping stones 60 and multiple openings 50. The multiple wave-damping stones 60 are housed in the wave-damping space 40, and the height of the multiple openings 50 in the vertical direction is less than the height of the multiple wave-damping stones 60.

[0044] Specifically, the arrangement of multiple openings 50 with a vertical height less than the height of multiple wave-dissipating stones 60 ensures that all ship waves entering the wave-dissipating space 40 can be eliminated.

[0045] In one embodiment of this application (not shown), the revetment structure with wave-dissipating function further includes a connector for connecting the bottom plate 10 and the embankment 80.

[0046] Specifically, the connectors are steel bars, with some parts extending into the embankment 80 and others extending into the bottom plate 10, thereby improving the connection between the revetment structure and the embankment 80, and thus ensuring the protection of the embankment 80.

[0047] like Figures 1 to 2As shown, the revetment structure with wave-dissipating function also includes a topsoil layer 70, which is set in the accommodating cavity and is used to be arranged on the soil and stone material 90 for cultivating vegetation 120.

[0048] Specifically, the containment cavity is equipped with a certain height of soil and stone material 90. A topsoil layer 70 is placed above the soil and stone material 90 to make reasonable use of the space in the revetment structure. A walkway 140 and a railing 130 are installed on top of the embankment 80. When pedestrians walk in the walkway 140, the railing 130 provides protection. The vegetation 120 can be ornamental plants that, while having wave-dissipating properties, also enhance the urban landscape and beautify the environment. The design of the topsoil layer 70 can be effective in urban landscape riverbanks, parks, lakes, and ecotourism areas. It can be used to plant various flowers and trees, beautifying the environment and providing urban residents and tourists with a more aesthetically pleasing and safe waterfront leisure space.

[0049] From the above description, it can be seen that the above embodiments of this utility model achieve the following technical effects: By setting a revetment structure with wave-dissipating function, including a base plate 10, a wall component 20, a wave-dissipating component 30, and wave-dissipating stones 60, the wall component 20 is set on the base plate 10 and is used to separate the bank 80 and the river channel. The wall component 20 has an opening on the side facing the river channel, and the wave-dissipating component 30 is set at the opening. A receiving cavity is formed between the wave-dissipating component 30 and the wall component 20. The receiving cavity is used to receive soil and stone materials 90. A wave-dissipating space 40 is opened at the top of the wave-dissipating component 30, and an opening 50 is provided on the side of the wave-dissipating component 30 away from the wall component 20. The opening 50 is used to connect the wave-dissipating stones. The wave-dissipating space 40 and the river channel are connected. The wave-dissipating stones 60 are housed in the wave-dissipating space 40. By setting the wave-dissipating space 40 on the top of the wall component 20 and opening the opening 50 on the side facing the river channel, when ships pass by or the wind is strong, the spray or ship waves enter the wave-dissipating space 40 through the opening 50. The wave-dissipating stones 60 in the wave-dissipating space 40 eliminate the energy of the spray or ship waves, thereby protecting the bank 80 and preventing the bank 80 from being damaged by the spray or ship waves for a long time, thus improving its service life. At the same time, the cavity formed between the wave-dissipating component 30 and the wall component 20 contains soil and stone material 90, which increases the weight of the entire bank protection structure, thereby improving the stability of the bank protection.

[0050] It should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. As used herein, the singular form is intended to include the plural form as well, unless the context clearly indicates otherwise. Furthermore, it should be understood that when the terms "comprising" and / or "including" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.

[0051] It should be noted that the terms "upper" and "lower," etc., used in the specification, claims, and accompanying drawings of this application are used to distinguish similar objects and are not necessarily used to describe a specific order or sequence. It should be understood that such data can be interchanged where appropriate so that the embodiments of this application described herein can be implemented in sequences other than those illustrated or described herein.

[0052] The above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Various modifications and variations can be made to this utility model by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the protection scope of this utility model.

Claims

1. A revetment structure with wave-dissipating function, characterized in that, include: Base plate (10); A wall assembly (20) is disposed on the base plate (10) and is used to separate the bank (80) and the river channel. The wall assembly (20) has an opening on the side facing the river channel. A wave-damping component (30) is provided at the opening. A receiving cavity is formed between the wave-damping component (30) and the wall component (20). The receiving cavity is used to receive soil and rock material (90). A wave-damping space (40) is provided at the top of the wave-damping component (30). An opening (50) is provided on the side of the wave-damping component (30) away from the wall component (20). The opening (50) is used to connect the wave-damping space (40) and the river channel. Wave-dissipating stone (60), which is housed within the wave-dissipating space (40).

2. The revetment structure with wave-dissipating function according to claim 1, characterized in that, The wave-damping component (30) includes: The main body (31) has the wave-dissipating space (40) provided. The bottom end of the main body (31) is connected to the base plate (10). The middle part of the main body (31) protrudes in a direction away from the wall assembly (20) to form a partition structure (311). The partition structure (311) is parallel to the base plate (10). Mounting plate (32) with opening (50) provided on it, mounting plate (32) is connected to the top of the partition structure (311), and mounting plate (32) is used to block the wave-dissipating space (40).

3. The revetment structure with wave-dissipating function according to claim 2, characterized in that, The wall assembly (20) includes two side walls (21), which are disposed on both sides of the wave-damping assembly (30). The mounting plate (32) is integrally formed with the main body (31), and the mounting plate (32) is integrally formed with the side walls (21) and the partition structure (311).

4. The revetment structure with wave-dissipating function according to claim 2, characterized in that, The wall assembly (20) includes two side walls (21), which are disposed on both sides of the wave-damping assembly (30). The mounting plate (32) is detachably connected to the main body (31). The side wall (21) is provided with a sliding groove, which is adapted to the mounting plate (32).

5. The revetment structure with wave-dissipating function according to claim 4, characterized in that, One of the mounting plate (32) and the partition structure (311) is provided with a groove, and the other of the mounting plate (32) and the partition structure (311) is provided with a protrusion that matches the groove.

6. The revetment structure with wave-dissipating function according to claim 2, characterized in that, The base plate (10), the main body (31), and the wall assembly (20) form a fish tank (100). A stop structure (11) is provided on the base plate (10). The stop structure (11) is located below the partition structure (311) and is spaced apart from the partition structure (311). The stop structure (11) is used to stop the soil (101) in the fish tank (100).

7. The revetment structure with wave-dissipating function according to claim 6, characterized in that, The wave-damping revetment structure also includes a partition plate (110), and there are multiple partition plates (110), which are spaced apart in the fish tank (100) along the length of the stop structure (11).

8. The revetment structure with wave-dissipating function according to claim 1, characterized in that, There are multiple wave-dissipating stones (60) and multiple openings (50). The multiple wave-dissipating stones (60) are housed in the wave-dissipating space (40). The height of the multiple openings (50) in the vertical direction is less than the height of the multiple wave-dissipating stones (60).

9. The revetment structure with wave-dissipating function according to any one of claims 1 to 8, characterized in that, The revetment structure with wave-dissipating function also includes a connector for connecting the bottom plate (10) and the embankment (80).

10. The revetment structure with wave-dissipating function according to any one of claims 1 to 8, characterized in that, The revetment structure with wave-dissipating function also includes a topsoil layer (70), which is set in the cavity and is used to be arranged on the soil and stone material (90) for cultivating vegetation (120).

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