Breakwater structure based on novel pile foundation

Abstract

The utility model discloses a breakwater structure based on a novel pile foundation, which belongs to the technical field of breakwaters of pile foundations, and adopts the technical scheme that the breakwater structure comprises a pile foundation body, a pile foundation bearing platform is arranged at the top of the pile foundation body, and a protection component is arranged at the top of the pile foundation bearing platform. By arranging the protection assembly, sea waves are guided through a guide plate at the top of a triangular supporting block, then the sea waves are shunted through a wave prevention block, and then impact force generated by the sea waves is buffered through a buffer pad on the rear side of a buffer block in a buffer groove, so that the sea waves can be effectively intercepted in the using process; the breakwater structure is simple in structure and convenient to use, can effectively distribute and dissipate waves, so that the breakwater structure can be used for intercepting the waves, and meanwhile, in the protection process of the breakwater structure and the process of flapping the breakwater structure by the waves, impact force generated by flapping of the waves can be buffered to a certain degree.

Description

Technical Field

[0001] The utility model relates to the technical field of breakwaters with pile foundations, in particular to a breakwater structure based on a novel pile foundation. Background Art

[0002] The structure of breakwaters can generally be divided into two categories: heavy and light. Heavy breakwaters are the traditional and commonly used type of breakwaters, including slope breakwaters, straight wall breakwaters and composite breakwaters. Light breakwaters have been developed in recent decades. Based on the characteristics of wave energy concentrated on the surface, various light breakwaters have been developed in combination with the special needs of the project, such as open breakwaters, floating breakwaters, jet breakwaters and water-shooting breakwaters.

[0003] The existing breakwater structure based on the new type of pile foundation has the following disadvantages when in use: the existing breakwater structure based on the new type of pile foundation has a relatively simple structure during use, so it cannot effectively intercept the waves during use, and cannot effectively eliminate the waves. At the same time, in the process of protecting the breakwater structure, it is not possible to buffer the impact force of the waves during the process of the waves hitting, so that the impact force generated by the waves will directly hit the surface of the breakwater structure, thereby reducing the overall practicality. Utility Model Content

[0004] The utility model provides a breakwater structure based on a novel pile foundation, aiming to solve the following shortcomings of the existing breakwater structure based on the novel pile foundation when in use: the existing breakwater structure with the novel pile foundation has a relatively simple structure during use, so it cannot effectively intercept the waves during use, and cannot effectively eliminate the waves, and at the same time, in the process of protecting the breakwater structure, it cannot buffer the impact force of the waves during the process of the waves hitting, so that the impact force generated by the waves will directly hit the surface of the breakwater structure, thereby reducing the overall practicality problem.

[0005] The utility model is implemented as follows: a breakwater structure based on a novel pile foundation comprises a pile basic body, a pile foundation cap is arranged on the top of the pile basic body, and a protective assembly is arranged on the top of the pile foundation cap;

[0006] The protection component includes a buffer groove, a triangular support block, a wave-breaking block, a guide plate, a buffer block and a buffer pad. The buffer groove is opened at the top of the pile foundation pedestal, the triangular support block is bolted to the top of the pile foundation pedestal, the wave-breaking blocks are fixedly connected to the top of the triangular support block, the guide plate is fixedly connected to both sides of the top of the triangular support block, the buffer block is bolted to the bottom of the triangular support block, the buffer block is slidably connected to the inner side of the buffer groove, the buffer pad is fixedly connected to the inner side of the buffer groove, and the front side of the buffer pad is fixedly connected to the rear side of the buffer block.

[0007] In order to intercept the waves and disperse them through multiple holes to reduce the impact force of the waves, a breakwater structure based on a novel pile foundation is preferred in the utility model, and wave breaking plates are fixedly connected to both sides of the pile base body, and holes are opened on the inner sides of the wave breaking plates.

[0008] In order to achieve the effect of reinforcing the pile basic body and thus improving the overall stability, as a preferred breakwater structure based on a novel pile foundation of the utility model, the inner side of the pile basic body is fixedly connected with a fixing rod, and the fixing rod is made of stainless steel.

[0009] In order to achieve the effect of limiting the buffer block during the buffering process of the buffer block, as a preferred breakwater structure based on a new type of pile foundation of the utility model, limiting grooves are opened on the inner side of the buffer grooves, limiting blocks are bolted on both sides of the buffer block, and the limiting blocks are slidably connected to the inner side of the limiting grooves.

[0010] In order to achieve the effect of reinforcing the hollow frame and thus improving the stability of the hollow frame during use, as a preferred breakwater structure based on a novel pile foundation of the utility model, the top of the pile foundation pedestal is bolted with a fixed support, and the top of the fixed support is bolted with a hollow frame.

[0011] In order to facilitate the outflow of waves from the inside of the hollow frame, as a preferred breakwater structure based on a novel pile foundation of the utility model, the inner side of the hollow frame is provided with a plurality of water flow holes.

[0012] In order to achieve the effect of guiding the outflowing waves, as a preferred breakwater structure based on a novel pile foundation of the utility model, a water flow plate is bolted to the rear side of the hollow frame, and the water flow plate is triangular.

[0013] In order to achieve the effect of diverting the waves after diversion, thereby reducing the impact force of the waves, as a preferred breakwater structure based on a new type of pile foundation of the utility model, a diverter plate is bolted on the top of the water flow plate, and the diverter plate is made of stainless steel.

[0014] Compared with the prior art, the beneficial effects of the utility model are:

[0015] The breakwater structure based on the novel pile foundation, during the use of the breakwater structure of the novel pile foundation, by setting up a protection component, the waves are guided by the guide plate on the top of the triangular support block, and then the waves are diverted by the breakwater block, and then the impact force generated by the waves is buffered by the buffer pad on the rear side of the buffer block inside the buffer groove, so that the waves can be effectively intercepted during use, and the waves can be effectively diverted and the waves can be eliminated, so it is conducive to use in wave interception, and at the same time, in the process of protecting the breakwater structure, in the process of the waves hitting the breakwater structure, the impact force of the waves can be buffered to a certain extent, so that the impact force generated by the waves will not directly hit the surface of the breakwater structure, thereby improving the use performance when intercepting the waves. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is an overall structural diagram of a breakwater structure based on a novel pile foundation of the utility model;

[0017] Figure 2 It is a structural schematic diagram of the protection component in the utility model;

[0018] Figure 3 This is a schematic diagram of the structure of the water flow plate and the diverter plate in the utility model;

[0019] Figure 4 It is a schematic diagram of the structure of the limit groove and the limit block in the utility model;

[0020] Figure 5 It is a structural schematic diagram of the pile basic body in the utility model.

[0021] In the figure, 1, pile basic body; 2, pile foundation cap; 3, protection component; 301, buffer groove; 302, triangular support block; 303, wave-breaking block; 304, guide plate; 305, buffer block; 306, buffer pad; 4, wave-breaking board; 5, hole; 6, fixing rod; 7, limit groove; 8, limit block; 9, fixed support; 10, hollow frame; 11, water flow hole; 12, water flow plate; 13, diverter plate. DETAILED DESCRIPTION

[0022] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model and are not used to limit the utility model.

[0023] In the description of the present invention, it should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention. In addition, in the description of the present invention, "multiple" means two or more, unless otherwise clearly and specifically defined.

[0024] See also Figure 1-5 The utility model provides a technical solution: a breakwater structure based on a novel pile foundation, comprising a pile basic body 1, a pile foundation cap 2 is arranged on the top of the pile basic body 1, and a protective component 3 is arranged on the top of the pile foundation cap 2;

[0025] The protection component 3 includes a buffer groove 301, a triangular support block 302, a wave-breaking block 303, a guide plate 304, a buffer block 305 and a buffer pad 306. The buffer groove 301 is opened at the top of the pile foundation pedestal 2, the triangular support block 302 is bolted to the top of the pile foundation pedestal 2, the wave-breaking blocks 303 are fixedly connected to the top of the triangular support block 302, the guide plate 304 is fixedly connected to both sides of the top of the triangular support block 302, the buffer block 305 is bolted to the bottom of the triangular support block 302, the buffer block 305 is slidably connected to the inner side of the buffer groove 301, the buffer pad 306 is fixedly connected to the inner side of the buffer groove 301, and the front side of the buffer pad 306 is fixedly connected to the rear side of the buffer block 305.

[0026] In this embodiment: the breakwater structure based on the novel pile foundation, during the use of the breakwater structure of the novel pile foundation, by setting up the protection component 3, the waves are guided by the guide plate 304 on the top of the triangular support block 302, and then the waves are diverted by the wave-breaking block 303, and then the impact force generated by the waves is buffered by the buffer pad 306 on the rear side of the buffer block 305 inside the buffer groove 301, so that the waves can be effectively intercepted during use, and the waves can be effectively diverted and eliminated, so it is conducive to use in wave interception, and at the same time, in the process of protecting the breakwater structure, in the process of the waves hitting the breakwater structure, the impact force of the waves can be buffered to a certain extent, so that the impact force generated by the waves will not directly hit the surface of the breakwater structure, thereby improving the performance of use when intercepting the waves.

[0027] As a technical optimization solution of the present utility model, wave breakers 4 are fixedly connected to both sides of the pile basic body 1, and holes 5 are opened on the inner sides of the wave breakers.

[0028] In this embodiment, by providing the wave-breaking board 4 and the holes 5, it is possible to intercept the waves, and at the same time, the waves are dispersed and flow out through the multiple holes 5, thereby reducing the impact force of the waves.

[0029] As a technical optimization solution of the present utility model, the inner side of the pile basic body 1 is fixedly connected with a fixing rod 6, and the fixing rod 6 is made of stainless steel.

[0030] In this embodiment, by providing the fixing rod 6, the pile basic body 1 can be reinforced, thereby improving the overall stability.

[0031] As a technical optimization solution of the utility model, a limiting groove 7 is provided on the inner side of the buffer groove 301 , and limiting blocks 8 are bolted on both sides of the buffer block 305 , and the limiting blocks 8 are slidably connected to the inner side of the limiting groove 7 .

[0032] In this embodiment, by providing the limiting groove 7 and the limiting block 8, the buffer block 305 can be limited during the buffering process of the buffer block 305 to prevent the buffer block 305 from deflecting during the buffering process.

[0033] As a technical optimization solution of the present utility model, a fixed support 9 is bolted to the top of the pile foundation cap 2, and a hollow frame 10 is bolted to the top of the fixed support 9.

[0034] In this embodiment, by providing the fixed support 9 and the hollow frame 10 , the hollow frame 10 can be reinforced, thereby improving the stability of the hollow frame 10 during use.

[0035] As a technical optimization solution of the present invention, a plurality of water flow holes 11 are provided on the inner side of the hollow frame 10 .

[0036] In this embodiment, by providing the water flow holes 11 , it is possible to facilitate the flow of waves out of the hollow frame 10 .

[0037] As a technical optimization solution of the present invention, a water flow plate 12 is bolted to the rear side of the hollow frame 10, and the water flow plate 12 is triangular.

[0038] In this embodiment, by providing the water flow plate 12, it is possible to guide the outflowing waves.

[0039] As a technical optimization solution of the present utility model, a diverter plate 13 is bolted to the top of the water flow plate 12, and the diverter plate 13 is made of stainless steel.

[0040] In this embodiment, by providing the diverter plate 13, the diverted waves can be diverted, thereby alleviating the impact force of the waves.

[0041] Working principle: First, during the use of the new pile foundation breakwater structure, the waves are guided by the guide plate 304 on the top of the triangular support block 302, and then the waves are diverted by the wave-breaking block 303. Then the impact force generated by the waves is buffered by the buffer pad 306 on the rear side of the buffer block 305 inside the buffer groove 301, so that the waves can be effectively intercepted during use, and the waves can be effectively diverted and eliminated, so it is conducive to use in wave interception. At the same time, in the process of protecting the breakwater structure, in the process of waves hitting the breakwater structure, the impact force of the waves can be buffered to a certain extent, so that the impact force generated by the waves will not directly hit the surface of the breakwater structure, thereby improving the performance of use when intercepting waves.

[0042] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A breakwater structure based on a novel pile foundation, comprising a pile foundation body (1), characterized in that: A pile foundation cap (2) is arranged on the top of the pile basic body (1), and a protection component (3) is arranged on the top of the pile foundation cap (2); The protection component (3) comprises a buffer groove (301), a triangular support block (302), a wave-breaking block (303), a guide plate (304), a buffer block (305) and a buffer pad (306); the buffer groove (301) is opened at the top of the pile foundation pedestal (2); the triangular support block (302) is bolted to the top of the pile foundation pedestal (2); the wave-breaking blocks (303) are fixedly connected to the top of the triangular support block (302); the guide plate (304) is fixedly connected to both sides of the top of the triangular support block (302); the buffer block (305) is bolted to the bottom of the triangular support block (302); the buffer block (305) is slidably connected to the inner side of the buffer groove (301); the buffer pad (306) is fixedly connected to the inner side of the buffer groove (301); and the front side of the buffer pad (306) is fixedly connected to the rear side of the buffer block (305).

2. A breakwater structure based on a novel pile foundation according to claim 1, characterized in that: Wave-breaking boards (4) are fixedly connected to both sides of the pile basic body (1), and holes (5) are provided on the inner sides of the wave-breaking boards.

3. A breakwater structure based on a novel pile foundation according to claim 1, characterized in that: The inner side of the pile basic body (1) is fixedly connected with a fixing rod (6), and the fixing rod (6) is made of stainless steel.

4. A breakwater structure based on a novel pile foundation according to claim 1, characterized in that: The inner side of the buffer groove (301) is provided with a limiting groove (7), and the two sides of the buffer block (305) are bolted with limiting blocks (8), and the limiting blocks (8) are slidably connected to the inner side of the limiting groove (7).

5. A breakwater structure based on a novel pile foundation according to claim 1, characterized in that: A fixed support (9) is bolted to the top of the pile foundation cap (2), and a hollow frame (10) is bolted to the top of the fixed support (9).

6. A breakwater structure based on a novel pile foundation according to claim 5, characterized in that: The inner side of the hollow frame (10) is provided with water flow holes (11), and the number of the water flow holes (11) is a plurality.

7. A breakwater structure based on a novel pile foundation according to claim 5, characterized in that: A water flow plate (12) is bolted to the rear side of the hollow frame (10), and the water flow plate (12) is triangular.

8. A breakwater structure based on a novel pile foundation according to claim 7, characterized in that: A diverter plate (13) is bolted to the top of the water flow plate (12), and the diverter plate (13) is made of stainless steel.

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