Arrangement structure of arc-shaped breakwater group

Abstract

The utility model relates to the technical field of coast breakwaters, and discloses an arc-shaped breakwater group arrangement structure which comprises a plurality of first breakwaters and a plurality of second breakwaters, and a plurality of wave absorbing grooves are formed in the outer walls of the front ends of the first breakwaters at intervals. And permeable waterproof agents are arranged on the outer walls of the front ends and the outer walls of the rear ends of the first breakwater and the second breakwater correspondingly, and corrosion-resistant layers are arranged on the sides, away from the first breakwater and the second breakwater, of the permeable waterproof agents correspondingly. The arc-shaped structure guides a wave propagation path, promotes wave energy to be dissipated step by step and achieves efficient wave dissipation, in terms of ecological friendliness, water exchange channels are specially reserved in the layout, natural water power circulation of a sea area is maintained, and the problems of water quality deterioration, biological inhabitation environment damage and the like caused by water flow blocking are solved. By means of the design, wave dissipation is achieved, meanwhile, smoothness of water exchange is guaranteed, a stable living space is created for marine organisms, and the characteristic of being friendly to the ecological environment is highlighted.

Description

Technical Field

[0001] This utility model relates to the field of coastal breakwater technology, and in particular to an arc-shaped breakwater group layout structure. Background Technology

[0002] Breakwaters are common structures used in coastal protection and fishing port construction. They are mainly made of impermeable materials. Currently, common breakwater designs have a significant impact on the hydrodynamic environment. For single breakwaters, in order to achieve better wave dissipation, the breakwater is usually quite long. This type of breakwater severely obstructs water flow and has a significant impact on the hydrodynamic environment. For breakwater clusters, shorter intervals between single breakwaters are often used. In this type, waves can act on the coast through the gaps between the breakwaters. Although the impact on hydrodynamics is smaller, it often causes erosion of the coastline at the gaps between the breakwaters and siltation behind the single breakwater.

[0003] To reduce the two effects mentioned above, this patent proposes an arc-shaped breakwater group layout structure. Utility Model Content

[0004] The purpose of this invention is to address the shortcomings of existing technologies by proposing an arc-shaped breakwater group layout structure. The arc-shaped structure of this invention guides the wave propagation path, causing the wave energy to dissipate gradually, thus achieving efficient wave dissipation. From an eco-friendly perspective, its layout intentionally preserves water exchange channels, maintains the natural hydrodynamic cycle of the sea area, and avoids problems such as water quality deterioration and destruction of biological habitats caused by water flow obstruction. This design ensures smooth water exchange while dissipating waves, creating a stable living space for marine life and highlighting its eco-friendly characteristics.

[0005] To achieve the above objectives, the present invention provides the following technical solution:

[0006] An arc-shaped breakwater group arrangement structure includes multiple first breakwaters and multiple second breakwaters. The front outer wall of each of the first breakwaters is provided with multiple wave-dissipating grooves at intervals. The front and rear outer walls of the first and second breakwaters are provided with a penetrating waterproofing agent. The side of the penetrating waterproofing agent away from the first and second breakwaters is provided with a corrosion-resistant layer. Both the first and second breakwaters are arc-shaped designs.

[0007] Through the above technical solution, the planar layout of the arc-shaped breakwater is composed of multiple arc-shaped structures arranged intermittently. The radius of curvature of each arc segment is designed differently according to the wave characteristics and water depth conditions of the sea area, so as to effectively disperse the energy of the waves, reduce the impact of the waves on the water behind, and reduce the impact on the exchange of water in the sea area.

[0008] Furthermore, the radius of curvature of the second breakwater is smaller than that of the first breakwater;

[0009] The above technical solution uses a relatively small radius of curvature for the arc-shaped section near the shore of the second breakwater to better adapt to the changes in water flow and wave dissipation requirements in shallower nearshore waters, while the relatively large radius of curvature for the arc-shaped section far from the shore of the first breakwater can effectively reduce long-period, high-energy waves from the open sea.

[0010] Furthermore, the corrosion-resistant layer is a polyethylene sheath;

[0011] By using the above technical solution, the concrete structure is wrapped with a polyethylene sheath to isolate it from seawater, thereby effectively extending the service life of the arc-shaped breakwater.

[0012] This utility model has the following beneficial effects:

[0013] 1. The present invention proposes an arc-shaped breakwater group layout structure. In the process of wave dissipation, the present invention uses a reasonable energy dissipation method to make the positions of wave crests and troughs constantly change when waves pass through arc-shaped segments with different radii of curvature, causing the wave energy to be dispersed in different directions, thereby improving the overall wave dissipation efficiency and reducing the ecological damage that may be caused to the surrounding sea area by strong wave reflection.

[0014] 2. The present invention proposes an arc-shaped breakwater group layout structure. The arc-shaped structure of the present invention guides the wave propagation path, promotes the gradual dissipation of wave energy, and achieves efficient wave dissipation. From an eco-friendly perspective, its layout deliberately preserves water exchange channels, maintains the natural hydrodynamic circulation of the sea area, and avoids problems such as water quality deterioration and destruction of biological habitats caused by water flow obstruction. This design ensures smooth water exchange while dissipating waves, creates a stable living space for marine life, and highlights its eco-friendly characteristics. Attached Figure Description

[0015] Figure 1 This is an isometric view of the layout structure of an arc-shaped breakwater group proposed in this utility model;

[0016] Figure 2 This is a top view of the arrangement of breakwaters in an arc-shaped breakwater group layout structure proposed in this utility model;

[0017] Figure 3 This is an axonometric view of the first breakwater in the arc-shaped breakwater group layout structure proposed in this utility model;

[0018] Figure 4 This is a schematic diagram of the structure of the second breakwater in the arc-shaped breakwater group arrangement structure proposed in this utility model;

[0019] Figure 5 This is a top sectional view of the first breakwater in the arc-shaped breakwater group arrangement structure proposed in this utility model.

[0020] Legend:

[0021] 1. First breakwater; 2. Second breakwater; 3. Wave-dissipating channel; 4. Corrosion-resistant layer; 5. Penetrating waterproofing agent. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. 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.

[0023] One embodiment of this utility model is provided:

[0024] An arc-shaped breakwater group arrangement structure includes multiple first breakwaters 1 and multiple second breakwaters 2. The front outer wall of each first breakwater 1 is provided with multiple wave-dissipating grooves 3 at intervals. The front and rear outer walls of the first breakwaters 1 and the second breakwaters 2 are provided with a penetrating waterproofing agent 5. The side of the penetrating waterproofing agent 5 away from the first breakwaters 1 and the second breakwaters 2 is provided with a corrosion-resistant layer 4. Both the first breakwaters 1 and the second breakwaters 2 are arc-shaped designs.

[0025] Through the above technical solution, the planar layout of the arc-shaped breakwater is composed of multiple arc-shaped structures arranged intermittently. The radius of curvature of each arc segment is designed differently according to the wave characteristics and water depth conditions of the sea area, so as to effectively disperse the energy of the waves, reduce the impact of the waves on the water behind, and reduce the impact on the exchange of water in the sea area.

[0026] The radius of curvature of the second breakwater 2 is smaller than that of the first breakwater 1. The arc-shaped section of the second breakwater 2 near the shore has a relatively small radius of curvature, which is better suited to the changes in water flow and wave dissipation requirements in shallower nearshore waters. Meanwhile, the arc-shaped section of the first breakwater 1 far from the shore has a relatively large radius of curvature, which can effectively reduce long-period, high-energy waves from the open sea.

[0027] The corrosion-resistant layer 4 is a polyethylene sheath, which wraps around the concrete structure to isolate it from seawater, thereby effectively extending the service life of the arc-shaped breakwater.

[0028] Working principle: The multiple first breakwaters 1 and second breakwaters 2 are arranged in a planar manner and then formed by multiple arc-shaped structures arranged intermittently. The radius of curvature of each arc segment is designed differently according to the wave characteristics and water depth conditions of the sea area. The arc segment of the second breakwater 2 closer to the shore has a relatively smaller radius of curvature to better adapt to the water flow changes and wave dissipation needs of the shallow water near the shore, while the arc segment of the first breakwater 1 farther from the shore has a relatively larger radius of curvature, which can effectively reduce long-period, high-energy waves from the open sea. On the wave-facing surface of the arc-shaped breakwater, several wave-dissipating channels 3 are set at intervals. When waves impact, the waves can generate turbulence and energy dissipation in the wave-dissipating channels 3, further enhancing the wave dissipation effect of the breakwater. At the same time, it can reduce the impact on water exchange.

[0029] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. An arrangement of curved breakwater dikes, comprising a plurality of first breakwaters (1) and a plurality of second breakwaters (2), characterized in that: The front end outer wall of the first breakwater (1) is provided with a plurality of wave absorbing grooves (3) at intervals, the front end outer wall and the rear end outer wall of the first breakwater (1) and the second breakwater (2) are provided with a penetrating waterproof agent (5), the penetrating waterproof agent (5) is provided with a corrosion-resistant layer (4) away from the first breakwater (1) and the second breakwater (2), and the first breakwater (1) and the second breakwater (2) are arc-shaped.

2. A configuration of arc-shaped breakwater dikes according to claim 1, characterized in that: The curvature radius of the second breakwater (2) is smaller than that of the first breakwater (1).

3. A configuration of arc-shaped breakwater dikes according to claim 1, characterized in that: The corrosion-resistant layer (4) is a polyethylene sheath.

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