Mixed wave wall

Abstract

The utility model provides a mixed wave wall which comprises a wall body with an inclined wall surface, a base is arranged at the bottom of the wall body, a wave-resistant eave is arranged on the upper portion of the wall body, the wave-resistant eave is arranged obliquely upwards, and a plurality of turbulent flow parts protruding downwards are arranged on the lower surface of the wave-resistant eave. A buffering cavity is formed between the base and the wave-resistant eave, a front row of buffering structures and a rear row of buffering structures are arranged in the buffering cavity, the front row of buffering structures comprise a plurality of front row buffering columns arranged at intervals, the rear row of buffering structures comprise a plurality of rear row buffering columns arranged at intervals, and the front row buffering columns and the rear row buffering columns are arranged in a staggered mode. A plurality of rear end energy dissipation structures are arranged on the surface of the side, facing the buffering structure, of the wall body and comprise a plurality of protruding columns arranged at intervals. Water waves are sequentially blocked through the front row of buffering structures and the rear row of buffering structures, the water waves are allowed to pass through the space between every two adjacent buffering columns of the buffering structures, the buffering and energy dissipation effects on the water waves are achieved, the water waves are prevented from directly impacting the wall body, and the service life of the wave wall is effectively prolonged.

Description

Technical Field

[0001] This invention belongs to the field of wave-breaking wall technology, and in particular relates to a hybrid wave-breaking wall. Background Technology

[0002] The construction technology of urban river breakwaters has been continuously improved and perfected to adapt to the increasingly complex and variable hydrological environment and urban landscape requirements. In terms of material selection, breakwaters generally use high-strength, corrosion-resistant materials, such as reinforced concrete and special alloys, to ensure good structural stability and durability. In terms of structural design, breakwater designs increasingly emphasize harmony with the surrounding environment and aesthetic effects, integrating the breakwater with the river landscape to achieve both flood control and aesthetic requirements. Most existing breakwaters eliminate wave potential energy by setting up curved retaining walls or multi-tiered walls. To prevent waves from crashing onto the embankment, a common wave-breaking method is to directly impact the waves with the wall, thus absorbing all the wave's potential energy, making the breakwater itself susceptible to damage from wave impact. Therefore, it is necessary to improve existing breakwaters. Summary of the Invention

[0003] In view of this, the present invention aims to overcome the deficiencies in the prior art and proposes a hybrid wave-breaking wall.

[0004] To achieve the above objectives, the technical solution created by this invention is implemented as follows:

[0005] A hybrid wave-breaking wall includes a wall with an inclined surface, a base at the bottom of the wall, and a wave-breaking eave at the top. The wave-breaking eave is arranged obliquely upwards, and several downward-protruding turbulence-disrupting parts are provided on the lower surface of the wave-breaking eave. A buffer cavity is formed between the base and the wave-breaking eave. Two rows of buffer structures are provided in the buffer cavity. The front buffer structure includes several spaced-apart front buffer columns, and the rear buffer structure includes several spaced-apart rear buffer columns. The front and rear buffer columns are staggered. Several rear energy-dissipating structures are provided on the surface of the wall facing the buffer structure. The rear energy-dissipating structures include several spaced-apart protruding columns.

[0006] Furthermore, the front buffer columns of the front buffer structure are arranged at equal intervals.

[0007] Furthermore, the rear buffer columns of the rear buffer structure are arranged at equal intervals.

[0008] Furthermore, the upper and lower ends of the front buffer columns are fixed to the wave shield and the base, respectively.

[0009] Furthermore, the upper and lower ends of the rear buffer columns are fixed to the wave-breaking eaves and the base, respectively.

[0010] Furthermore, all the protruding columns are arranged horizontally.

[0011] Furthermore, the lengths of the protruding pillars are not uniform.

[0012] Furthermore, the flow-dissipating section has 2-5 channels.

[0013] Compared with existing technologies, the present invention has the following advantages:

[0014] This invention features a rational structural design that uses two rows of buffer structures to block water waves sequentially, while allowing water waves to pass between adjacent buffer columns. This buffering and energy dissipation effect prevents water waves from directly impacting the wall. At the same time, while ensuring the reduction of water wave impact, it also effectively extends the service life of the wave-breaking wall. Attached Figure Description

[0015] The accompanying drawings, which form part of this invention, are used to provide a further understanding of the invention. The illustrative embodiments and descriptions of the invention are used to explain the invention and do not constitute an undue limitation of the invention. In the drawings:

[0016] Figure 1 A schematic diagram of the structure created by this invention;

[0017] Figure 2 A frontal structural diagram is provided for this invention;

[0018] Figure 3 This invention provides a schematic diagram of its cross-sectional structure.

[0019] Figure 4 for Figure 3 A schematic diagram after removing the front and back rows of buffer structures. Detailed Implementation

[0020] It should be noted that, unless otherwise specified, the embodiments and features described in the present invention can be combined with each other.

[0021] In the description of this invention, it should be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, are only for the convenience of describing this invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation on this invention. Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, features defined with "first," "second," etc., may explicitly or implicitly include one or more of that feature. In the description of this invention, unless otherwise stated, "a plurality of" means two or more.

[0022] In the description of this invention, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art will understand the specific meaning of the above terms in this invention based on the specific circumstances.

[0023] The invention will now be described in detail with reference to the accompanying drawings and embodiments.

[0024] A hybrid wave barrier, such as Figures 1 to 4 As shown, the wall 1 includes an inclined wall surface 2, a base 3 at the bottom, and a wave-breaking eave 4 at the top. The wave-breaking eave is arranged obliquely upwards, and several downward-protruding flow-dispersing parts 5 are provided on the lower surface of the wave-breaking eave, arranged along the extension direction of the wall. For example, there are 2-5 flow-dispersing parts. A buffer cavity 6 is formed between the base and the wave-breaking eave, with a large cross-section at the top and a small cross-section at the bottom. Two rows of buffer structures 7 are provided in the buffer cavity. The front row of buffer structures includes several spaced-apart front buffer columns 8, and the rear row of buffer structures includes several spaced-apart rear buffer columns 9, with the front and rear buffer columns arranged alternately.

[0025] The water waves are blocked by the front buffer columns and flow through the gaps between the front buffer columns to the rear buffer columns. After being blocked by the rear buffer columns, the water waves finally come into contact with the wall and surge up from the sloping wall surface. With the help of the sloping seawall eaves, the water waves can be prevented from splashing out from the top of the seawall. In addition, the lower part of the seawall eaves is equipped with a flow-dispersing part, which can further block the surging water waves and prevent them from splashing out from the top of the seawall. At the same time, because the water waves are blocked by the flow-dispersing part, they will surge downwards and thus collide with the water waves that are impacting the seawall, thereby weakening the impact of the water waves on the seawall to a certain extent.

[0026] In addition, the surface of the wall facing the buffer structure is provided with several rear energy dissipation structures 10. The rear energy dissipation structures include several protruding columns 11 arranged at intervals. Preferably, each protruding column is arranged horizontally and the length of each protruding column is different. When water waves impact the wall, they will be blocked by the protruding columns. Through the densely arranged protruding columns, the water waves can be effectively buffered and absorbed.

[0027] Typically, the upper and lower ends of the front row of buffer columns are fixed to the wave-breaking eaves and the base, respectively. The upper and lower ends of the rear row of buffer columns are also fixed to the wave-breaking eaves and the base, respectively. For example, the front row of buffer columns in the aforementioned front buffer structure are arranged at equal intervals. Similarly, the rear row of buffer columns in the aforementioned rear buffer structure are arranged at equal intervals.

[0028] This invention features a rational structural design that uses two rows of buffer structures to block water waves sequentially, while allowing water waves to pass between adjacent buffer columns. This buffering and energy dissipation effect prevents water waves from directly impacting the wall. At the same time, while ensuring the reduction of water wave impact, it also effectively extends the service life of the wave-breaking wall.

[0029] The above description is merely a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A hybrid breakwater, characterized by: The wall includes an inclined surface, a base at the bottom, and a wave-breaking eave at the top. The wave-breaking eave is arranged diagonally upwards, and several downward-protruding turbulence-causing sections are provided on the lower surface of the wave-breaking eave. A buffer cavity is formed between the base and the wave-breaking eave. Two rows of buffer structures are provided in the buffer cavity. The front buffer structure includes several spaced-apart front buffer columns, and the rear buffer structure includes several spaced-apart rear buffer columns. The front and rear buffer columns are arranged alternately. Several rear energy dissipation structures are provided on the surface of the wall facing the buffer structure. The rear energy dissipation structures include several spaced-apart protruding columns.

2. A hybrid breakwater according to claim 1, wherein: The front buffer columns of the front buffer structure are arranged at equal intervals.

3. A hybrid breakwater according to claim 1, wherein: The rear buffer columns of the rear buffer structure are arranged at equal intervals.

4. A hybrid breakwater according to claim 1, wherein: The front buffer columns are fixed to the wave-proof eaves and the base at their upper and lower ends, respectively.

5. A hybrid breakwater wall according to claim 1, wherein: The rear buffer columns are fixed to the wave-proof eaves and the base at their upper and lower ends, respectively.

6. A hybrid breakwater wall according to claim 1, wherein: All the raised columns are arranged horizontally.

7. A hybrid breakwater wall according to claim 1, wherein: The lengths of the protruding columns are not the same.

8. A hybrid breakwater according to claim 1, wherein: The turbulence section has 2-5 channels.

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