CN219508474U - Revetment structure for relieving water wave impact force - Google Patents

Abstract

The utility model relates to the technical field of shore protection, and discloses a shore protection structure for slowing down the impact of water waves, which comprises a dam, wherein one side of the dam is provided with a mounting groove, the inner cavity of the mounting groove is provided with a buffer plate, one side of the buffer plate is fixedly provided with a movable plate, one side of the movable plate is fixedly provided with a guide plate, and the bottom of the front surface of the dam is provided with a buffer block; according to the utility model, the guide plate is used for guiding the water waves so as to reduce the impact force of the water waves on the dam, the buffer plate can also be used for buffering the guide plate, so that the guide plate can not be impacted with the dam severely when moving, the impact force of water flow is further reduced, meanwhile, the wave pressing plate and the floating ball can be used for blocking the water waves above, the lifting height of the water waves can be reduced, the water is prevented from splashing to the top of the dam, the safety of people in walking is improved, and the problems that the impact force of the water waves can not be buffered at the bank side at present and the water splashes to the bank side are solved.

Description

Revetment structure for relieving water wave impact force

Technical Field

The utility model relates to the technical field of revetments, in particular to a revetment structure for relieving the impulsive force of water waves.

Background

Dykes, i.e. dikes and dams, are also generally referred to as waterproof, water-blocking buildings and structures: for example, to tighten a building dam to prevent water, modern dams are mainly divided into two main categories: earth-rock dams and concrete dams, in recent years, large-scale dams have been constructed using high-tech reinforced cement.

The current dykes and dams are built into slope shape in order to improve the fastness of dykes and dams most when building, but also can reduce the impact force of unrestrained water, but when some parks build dykes and dams, can build into the vertically shape with improving aesthetic property, but when meetting the strong wind, can make the unrestrained of surface of water increase gradually, also strengthen gradually the impact force to dykes and dams, damage can appear in the effect of impact force for a long time so that can not carry out effectual blocking to water, and when meetting great unrestrained water, the water raised height can wet the ground on bank, and personnel can fall down even fall in water when walking on dykes and dams limit, it is comparatively dangerous.

Disclosure of Invention

The utility model aims to provide a shore protection structure for relieving the impact of water waves so as to solve the problems in the background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a slow down unrestrained impulsive force shore protection structure of water, includes the dykes and dams, the mounting groove has been seted up to one side of dykes and dams, the inner chamber of mounting groove is provided with the buffer board, one side of buffer board is fixed with the movable plate, one side of movable plate is fixed with the deflector, the positive bottom of dykes and dams is provided with the buffer block, the top of dykes and dams is fixed with the bracing piece, the other end of bracing piece is fixed with the connecting rod, the fixed surface of connecting rod has the connecting rope, the fixed surface of connecting rope has the floater, the top of deflector is fixed with the unrestrained board.

Preferably, through grooves are formed in the top of the wave pressing plate, and the through grooves are distributed in the top of the wave pressing plate uniformly.

Preferably, one side of the guide plate is arc-shaped, and the surface of the guide plate is in sliding connection with the inner wall of the mounting groove.

Preferably, the buffer block is in a step shape, and the top of the buffer block is in sliding connection with the bottom of the guide plate.

Preferably, the material of buffer board is flexible foam, the surface of buffer board and the inner wall fixed connection of mounting groove.

Preferably, the shape of the floating ball is cylindrical, the material is foam, and the material of the connecting rope is steel wire.

Compared with the prior art, the utility model has the following beneficial effects:

according to the utility model, the guide plate is used for guiding the water waves so as to reduce the impact force of the water waves on the dam, the buffer plate can also be used for buffering the guide plate, so that the guide plate can not be impacted with the dam severely when moving, the impact force of water flow is further reduced, meanwhile, the wave pressing plate and the floating ball can be used for blocking the water waves above, the lifting height of the water waves can be reduced, the water is prevented from splashing to the top of the dam, the safety of people in walking is improved, and the problems that the impact force of the water waves can not be buffered at the bank side at present and the water splashes to the bank side are solved.

Drawings

FIG. 1 is a schematic perspective view of the present utility model;

FIG. 2 is a schematic view of a partially expanded structure in accordance with the present utility model;

FIG. 3 is a schematic perspective view of a buffer block according to the present utility model;

fig. 4 is a schematic view of a partial perspective structure in the present utility model.

In the figure: 1. a dike; 2. a mounting groove; 3. a buffer plate; 4. a moving plate; 5. a guide plate; 6. a buffer block; 7. a support rod; 8. a connecting rod; 9. a connecting rope; 10. a floating ball; 11. a wave pressing plate; 12. and (5) through grooves.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-4, a shore protection structure for slowing down the impact of water waves is disclosed, which comprises a dike 1, the mounting groove 2 is provided on one side of the dike 1, the buffer plate 3 is arranged in the inner cavity of the mounting groove 2, the movable plate 4 is fixed on one side of the buffer plate 3, the guide plate 5 is fixed on one side of the movable plate 4, the buffer block 6 is arranged at the bottom of the front of the dike 1, the supporting rod 7 is fixed on the top of the dike 1, the connecting rod 8 is fixed on the other end of the supporting rod, the connecting rope 9 is fixed on the surface of the connecting rope 9, the floating ball 10 is fixed on the top of the guide plate 5, the wave pressing plate 11 is fixed on the top of the guide plate 5, the structure guides water waves through the guide plate 5, so as to reduce the impact force of the water waves on the dike 1, the buffer plate 3 can buffer the guide plate 5, the impact force of water waves can not occur with the dike 1, the impact force of water flows is further reduced, meanwhile, the wave pressing plate 11 and the floating ball 10 can block water waves above the water waves, the height of the water waves can be reduced, the water waves can be prevented from splashing to the top of the dike 1, and the problem of the water can not be safely walked to the side due to the side of the water splashing can be solved.

Through grooves 12 are formed in the top of the wave pressing plate 11, the number of the through grooves 12 is a plurality of, and the through grooves 12 are uniformly distributed in the top of the wave pressing plate 11, in the embodiment, through the arrangement of the through grooves 12, the impact force between the wave and the wave pressing plate 11 can be reduced when the wave pressing plate 11 blocks the wave, the effect of blocking the water cannot be reduced under the action of water tension, and the service life of the wave pressing plate 11 is effectively prolonged.

One side of the guide plate 5 is arc-shaped, and the surface of the guide plate 5 is slidably connected with the inner wall of the installation groove 2, in this embodiment, through the arrangement, when the guide plate 5 is impacted by waves under the action of arc shape, the waves can be guided, so that the waves can be guided upwards, and the impact force of the waves on the dam 1 is reduced.

The shape of buffer block 6 is step form, and the top of buffer block 6 and the bottom sliding connection of deflector 5, in this embodiment, through this kind of setting, can be under the effect of buffer block 6 surface shape, the water to the bottom carries out the gradual blocking, reduces the velocity of flow of water.

The material of buffer board 3 is flexible foam, and the surface of buffer board 3 and the inner wall fixed connection of mounting groove 2, in this embodiment, through this kind of setting, can be when deflector 5 moves to mounting groove 2 inside, buffer board 3 can cushion it under the effect of self material, reduces the impact force that dykes and dams 1 received.

The shape of floater 10 is cylindrical, and the material is the foam, and the material of connecting rope 9 is the steel wire, in this embodiment, through this kind of setting, can lead water under the effect of floater 10 shape, makes it can reduce the velocity of flow and the rivers height of water, and the connecting rope 9 can increase the life of connecting rope 9 under the effect of self material.

Working principle: firstly, when the wave impacts the dam 1, the wave is blocked firstly under the action of the floating ball 10, the flow speed of partial water is reduced, the height of the wave when the wave is raised is also reduced, then the flow speed of the water is reduced by blocking the water flow at the bottom under the action of the shape of the buffer block 6, and when the wave contacts the guide plate 5, the water is guided under the action of the shape of the guide plate, so that the water can move upwards to reduce the impact on the dam 1, and when the guide plate 5 receives the impact of the wave, the moving plate 4 is driven to move towards the inside of the mounting groove 2, meanwhile, the moving plate 4 moves towards the inside of the mounting groove 2, and the moving plate 4 is buffered under the action of the self material of the buffer plate 3, so that the impact on the dam 1 is reduced, and when the water moves towards the upper part of the guide plate 5, the water is blocked under the action of the wave pressing plate 11, the water is prevented from impacting too high, the height of the water is effectively reduced, and the water at the high position falls into the river again.

It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present utility model 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 therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a slow down unrestrained impulsive force shore protection structure of water, includes dykes and dams (1), its characterized in that: the utility model discloses a dam, including dam (1), buffer board (3), deflector (5), support rod (7), connecting rod (8) fixed surface are connected rope (9), connecting rope (9) fixed surface is provided with floater (10), deflector (5) top is fixed with wave board (11).

2. A water wave impulse reducing revetment structure according to claim 1, wherein: the top of the wave pressing plate (11) is provided with a plurality of through grooves (12), and the through grooves (12) are uniformly distributed at the top of the wave pressing plate (11).

3. A water wave impulse reducing revetment structure according to claim 1, wherein: one side of the guide plate (5) is arc-shaped, and the surface of the guide plate (5) is in sliding connection with the inner wall of the mounting groove (2).

4. A water wave impulse reducing revetment structure according to claim 1, wherein: the shape of the buffer block (6) is in a step shape, and the top of the buffer block (6) is in sliding connection with the bottom of the guide plate (5).

5. A water wave impulse reducing revetment structure according to claim 1, wherein: the material of buffer board (3) is flexible foam, the surface of buffer board (3) and the inner wall fixed connection of mounting groove (2).

6. A water wave impulse reducing revetment structure according to claim 1, wherein: the shape of the floating ball (10) is cylindrical, the material is foam, and the material of the connecting rope (9) is steel wire.