Triangular frame combined wave dissipating structure

Abstract

The utility model relates to the field of wave dissipation device, specifically disclose a triangle frame combined wave dissipation structure, including wave dissipation dike, the wave dissipation dike includes a plurality of docking module, the docking module inside is provided with a plurality of docking unit, the lower position of docking unit is provided with triangle frame, the upper position of docking unit is provided with support rod spare, the inside of triangle frame and support rod spare is provided with inner reinforcement. The edge of triangle frame and support rod spare blocks water, and the hollow core position can supply water circulation, so the wave form is changed in a larger range, and the broken wave is changed into shallow water propulsion wave, so that the original lake bank line and lake beach are protected from wave scouring, and the hollow core forms staggered water circulation channels, further reducing the impact of waves on the overall wave dissipation dike, increasing the service life of the overall wave dissipation dike.

Description

Technical Field

[0001] This utility model relates to the field of wave-damping devices, specifically a triangular frame combined wave-damping structure. Background Technology

[0002] Wave dissipation technology is an important measure for lake management and coastal protection, aiming to reduce wave erosion of shorelines and aquatic ecosystems. Wave dissipation refers to the process of reducing wave energy in water bodies through various engineering measures. It is mainly used to protect lakes, rivers, and coastlines, preventing erosion of shorelines by water flow and waves. Wave dissipation technology plays an important role in lake management, ecological restoration, and coastal protection. One major method is stone dam wave dissipation (dam wave dissipation technology has the characteristics of good wave dissipation effect, long service life, and good structural stability; the crest elevation of the stone dam depends on the design high water level and the allowable engineering conditions). The degree of wave intensity and the elevation of the top of the dike are determined according to the design wave height of the lake. The wave dissipation is achieved by pile-type wave dissipation (a pile-type breakwater is a hydraulic structure with piles forming the wall, mainly including three typical structural types: double-row sheet piles, grid steel sheet piles and single-row pipe piles. Its core function is to dissipate waves through wave reflection and water turbulence). The wave dissipation is achieved by planting trees on the slope of the dike. Planting trees on the slope of the dike can not only achieve the required engineering effect, but also promote the ecological restoration of the riverbank.

[0003] However, the wave-dissipating blocks of traditional stone dams, such as the Twisted King Block and the Four-Legged Cone, are mostly solid or semi-solid structures, which have the problems of large concrete consumption and high self-weight. When subjected to impact, the wave-dissipating blocks are prone to serious damage. Utility Model Content

[0004] To address the shortcomings of existing technologies, this utility model provides a triangular frame combined wave-damping structure, which solves the problems mentioned in the background.

[0005] This utility model provides the following technical solution: a triangular frame combined wave-dissipating structure, including a wave-dissipating dike, the wave-dissipating dike including multiple docking modules, multiple docking units arranged inside the docking modules, a triangular frame arranged below the docking unit, a supporting rod arranged above the docking unit, and internal steel bars arranged inside the triangular frame and the supporting rod.

[0006] As a further improvement of this utility model, the docking unit is provided with a hollow core.

[0007] As a further improvement of this utility model, each side of the support rod is a triangular structure.

[0008] As a further improvement of this utility model, the wave-dissipating embankment is constructed by staggering and tightly arranging multiple docking modules on a preset foundation.

[0009] As a further improvement of this utility model, the edge thickness of the docking unit is the same as that of the triangular frame.

[0010] As a further improvement of this utility model, the top view projection of the docking module is a trapezoidal structure.

[0011] As a further improvement of this utility model, the docking unit is integrally formed by concrete casting.

[0012] Compared with the prior art, the beneficial effects of this utility model are: The overall length of the breakwater to be laid out is selected according to the needs. Adjacent docking units are bound together to form docking modules, or multiple docking units can be carried separately and spliced ​​on site, which facilitates construction and installation.

[0013] The triangular frame and supporting rods block the water, while the hollow core allows water to flow through. This alters the wave pattern over a wide range, transforming it from a breaking wave into a shallow-water propulsion wave. This protects the original lake shoreline and lake beach from wave erosion. Furthermore, the hollow core forms intersecting water flow channels, further reducing the impact of waves on the overall wave-dissipating dike and increasing its overall service life. Attached Figure Description

[0014] Figure 1 A schematic diagram of a triangular frame combined wave-damping structure; Figure 2 This is a structural schematic diagram of a docking unit in a triangular frame combined wave-damping structure. Figure 3 An exploded view of a docking unit in a triangular frame composite wave-damping structure; Figure 4 This is a top view of a docking unit in a triangular frame combined wave-damping structure.

[0015] In the diagram: 1. Wave-dissipating breakwater; 2. Connecting module; 3. Connecting unit; 4. Triangular frame; 5. Supporting rod; 6. Hollow core; 7. Inner steel reinforcement. Detailed Implementation

[0016] 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.

[0017] like Figure 1-4As shown, this embodiment provides a triangular frame combined wave-damping structure, including a wave-damping dike 1. The wave-damping dike 1 includes multiple docking modules 2. The top view projection of the docking modules 2 is a trapezoidal structure. The wave-damping dike 1 is constructed by staggering and tightly arranging multiple docking modules 2 on a preset foundation. Each docking module 2 contains multiple docking units 3. The entire docking module 2 is a two-layer frame structure. The lower layer uses five docking units 3 that correspond to each other. The structure is formed by placing additional docking units 3 into the spaces created by two adjacent docking units 3. The structure can be constructed by connecting the edges of adjacent docking units 3 of the docking module 2. The positions are tied and fixed so that multiple docking modules 2 can be transported easily, or multiple docking units 3 can be carried separately and spliced ​​on site. The specific selection can be made according to the overall length of the breakwater 1 to be deployed. The docking unit 3 is cast in one piece with concrete. The docking unit 3 has a hollow core 6 inside. A triangular frame 4 is set at the bottom of the docking unit 3. The edge thickness of the docking unit 3 is the same as that of the triangular frame 4. A support rod 5 is set at the top of the docking unit 3. Each side of the support rod 5 is a triangular structure. The triangular frame 4 and the support rod 5 are equipped with internal steel bars 7. The inner steel bars 7 set inside the triangular frame 4 and the supporting rod 5 are tied or welded into a triangular pyramid structure. After the inner steel bars 7 are formed, they are joined with a special template on the outside. Concrete is poured into the template for demolding. Alternatively, a triangular structure can be tied first, and a certain height is reserved at the three corners. Then, a triangular frame 4 is poured. After the triangular frame 4 is cured, the reserved part of the inner steel bars 7 is tied and then a second pour is made to form the supporting rod 5.

[0018] The working principle of this utility model is as follows: After the docking unit 3 is cast and fixed, the overall length of the breakwater 1 to be installed is determined by the location of the breakwater or lake embankment. The number of docking units 3 to be installed is then calculated. When the number of docking units 3 is relatively small, the docking units 3 are transported individually. When the length of the breakwater 1 is long, five docking units 3 are placed flat on the same plane. The edges of two adjacent docking units 3 are then fixed by binding. The empty spaces after splicing are filled with docking units 3 are then filled and bound again to form docking modules 2. The docking modules 2 are placed in the corresponding positions on the revetment. Then, another set of docking modules 2 is flipped over and docked with the previous set of docking modules 2. To ensure tight contact between each docking module 2, after the overall deployment of the wave-dissipating dike 1 is completed, when waves occur, the waves impact the wave-dissipating dike 1. The triangular frames 4 and support rods 5 on multiple docking units 3 block the water, while the hollow core 6 inside each docking unit 3 allows water to flow. Therefore, the wave morphology is changed over a large area, transforming it from a breaking wave to a shallow-water propelling wave, eliminating the internal kinetic energy of the wave, and improving the wave and water flow dynamics on the original lake shoreline and beach. This achieves the purpose of protecting the original lake shoreline and beach from wave erosion. Furthermore, the hollow core 6 inside multiple docking units 3 forms intersecting water flow channels, further reducing the impact of waves on the overall wave-dissipating dike 1 and increasing its overall service life.

[0019] 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 entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, 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 process, method, article, or apparatus.

[0020] 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 triangular frame combined wave-dissipating structure, comprising a wave-dissipating dike (1), characterized in that, The wave-dissipating dike (1) includes multiple docking modules (2), and multiple docking units (3) are provided inside the docking modules (2). A triangular frame (4) is provided below the docking unit (3), and a support rod (5) is provided above the docking unit (3). Inner steel bars (7) are provided inside the triangular frame (4) and the support rod (5).

2. The triangular frame combined wave-damping structure according to claim 1, characterized in that, The docking unit (3) has a hollow core (6) inside.

3. The triangular frame combined wave-damping structure according to claim 1, characterized in that, Each side of the support rod (5) is a triangular structure.

4. The triangular frame combined wave-damping structure according to claim 1, characterized in that, The wave-dissipating embankment (1) is constructed by interlacing and closely arranging multiple docking modules (2) on a pre-set foundation.

5. The triangular frame combined wave-damping structure according to claim 1, characterized in that, The edge thickness of the docking unit (3) is the same as that of the triangular frame (4).

6. The triangular frame combined wave-damping structure according to claim 2, characterized in that, The top view of the docking module (2) is a trapezoidal structure.

7. The triangular frame combined wave-damping structure according to claim 1, characterized in that, The docking unit (3) is integrally formed by concrete casting.

Images