Continuous energy dissipation ecological seawall and ecological seawall construction method

Abstract

The invention provides a continuous energy dissipation ecological seawall and an ecological seawall construction method, and relates to the technical field of water conservancy projects. The dam comprises a dam body and an energy dissipation assembly, the size of the dam body in the direction from head wave to back wave is gradually increased from top to bottom, the energy dissipation assembly is arranged on the head wave face of the dam body, and the energy dissipation assembly can absorb energy carried by waves when making contact with the waves in front of the dam. The wave-resistant bank protection device has the effect that the wave-resistant bank protection effect can be well achieved in the weather such as typhoon with heavy wind and high waves.

Description

Technical Field

[0001] The present application relates to the technical field of water conservancy engineering, and in particular to a continuous energy dissipation ecological seawall and an ecological seawall construction method. Background Art

[0002] A seawall is a building built at the junction of the ocean and land to protect the coast from the sea.

[0003] The cross section of existing seawalls is generally a trapezoid with a wide bottom and a narrow top. This is because the deeper the seawall is in the ocean, the greater the hydraulic pressure it is subjected to. On the other hand, it is to form a slope extending from bottom to top inland on the wave-facing surface of the seawall so that the waves rushing inland will not generate much turbulence that washes the bottom of the seawall after colliding with the slope.

[0004] However, since the wave-facing side of the seawall cannot absorb the kinetic energy of the waves in front of the seawall well when it is hit by the waves, these waves will then climb along the wave-facing side of the seawall, causing the waves in front of the seawall to increase in height. As a result, in typhoons and other weather with strong winds and high waves, the waves in front of the seawall will frequently cross the seawall and enter inland.

[0005] In view of this, it is necessary to provide a continuous energy dissipation ecological seawall and an ecological seawall construction method. Summary of the invention

[0006] In order to solve the problem that the wave-facing surface of the existing seawall cannot absorb the kinetic energy of the waves in front of the seawall well, and the waves in front of the seawall are prone to cross the dam and enter the inland, the present application provides a continuous energy dissipation ecological seawall and an ecological seawall construction method.

[0007] In the first aspect, the present application provides a continuous energy dissipation ecological seawall, which adopts the following technical solution: it includes a dam body and an energy dissipation component, the size of the dam body in the direction from the front wave to the back wave gradually increases from top to bottom, the energy dissipation component is arranged on the front wave surface of the dam body, and the energy dissipation component can absorb the energy carried by the wave when it comes into contact with the wave in front of the dam.

[0008] By adopting the above technical solution, when the waves in front of the dike climb along the wave-facing surface of the dam body, the energy dissipation components can contact the waves in front of the dike and absorb the kinetic energy carried by the waves, so that the waves in front of the dike are not easy to pass over the energy dissipation components and continue to climb upwards, thereby enabling the continuous energy dissipation ecological seawall to play a good role in wave protection and bank protection in typhoons and other weather with strong winds and high waves.

[0009] Specifically, the energy dissipation assembly includes a plurality of soft energy dissipation parts. An energy dissipation groove is provided on the dam body. The groove wall on the side of the energy dissipation groove facing away from the land is a wave-facing wall. The soft energy dissipation parts are arranged at intervals on the wave-facing wall.

[0010] By adopting the above technical solution, the soft energy dissipation component can deform when contacting the waves in front of the dike and absorb the kinetic energy carried by the waves, so that the waves in front of the dike are not easy to go over the energy dissipation groove and continue to climb upwards.

[0011] Furthermore, the wave-facing wall extends in a vertical direction.

[0012] By adopting the above technical solution, on the one hand, the wave-facing wall arranged in the vertical direction makes it difficult for waves in front of the dike to climb up along the wave-facing wall; on the other hand, the waves in front of the dike will break when colliding with the wave-facing wall and generate reflected waves emitted in the opposite direction. These reflected waves will collide with the subsequent waves and offset part of the energy of the subsequent waves, thereby further making it difficult for the waves in front of the dike to cross the energy dissipation trough and continue to climb upward.

[0013] Furthermore, the energy dissipation assembly further includes a wave-breaking plate and a driving unit, one end of the wave-breaking plate is hinged on the wave-facing wall, and the other end of the wave-breaking plate can abut against the dam body and block the notch of the energy dissipation groove; The driving unit is in transmission connection with the wave-breaking board and can drive the wave-breaking board to rotate around its own hinge axis.

[0014] By adopting the above technical solution, when the wind and waves are small, the driving unit can drive the wave-breaking board to close and seal the notch of the energy dissipation trough, so as to provide sunshade, wind shielding and other protection for the soft energy dissipation parts in the energy dissipation trough, thereby extending the service life of the soft energy dissipation parts in disguise; when the wind and waves are strong, the driving unit can drive the wave-breaking board to open and enable the soft energy dissipation parts to contact the waves in front of the embankment and absorb energy to prevent waves.

[0015] Furthermore, a support plate is provided on the wave-facing surface of the dam body, and the support plate can abut against a side surface of the wave-breaking plate away from the soft energy dissipation component; A wave-breaking surface is formed on one side of the wave-breaking board close to the soft energy-dissipating component. When the support plate abuts against the wave-breaking board, the wave-breaking board rotates to a position where the notch of the energy-dissipating groove is fully opened, and the wave-breaking surface faces away from the land and tilts from bottom to top away from the land.

[0016] By adopting the above technical solution, when the wind and waves are strong, the wave-breaking board will rotate to a position where the slot of the energy dissipation groove is fully opened. At this time, the support plate can abut against the side of the wave-breaking board away from the soft energy dissipation component, so that the wave-breaking surface on the wave-breaking board can maintain an inclination from bottom to top away from the land, so that the waves that pass over the wave-facing wall and abut against the wave-breaking board will flow along the wave-breaking surface away from the land, and then collide with the subsequent waves and offset part of the energy of the subsequent waves, thereby further making it difficult for the waves in front of the dike to pass over the wave-breaking board and continue to climb upward.

[0017] Furthermore, the driving unit includes a water bucket, a fixed pulley, a connecting piece, a water collecting pipe and a water outlet pipe, a water collecting chamber is provided inside the dam body, and the water bucket is arranged in the water collecting chamber; The fixed pulley is arranged on the top of the dam body, a connecting hole leading to the fixed pulley is opened on the top wall of the water collecting chamber, one end of the connecting piece is connected to the water bucket, and the other end of the connecting piece passes through the connecting hole and extends to the top of the dam body and bypasses the fixed pulley to be connected to the wave-breaking board; The water inlet of the water collecting pipe is arranged on the wave-facing surface of the dam body, and the water outlet of the water collecting pipe is opened on the top wall of the water collecting cavity and is located above the water bucket; The bottom of the water bucket is provided with a water hole, the diameter of which is smaller than the diameter of the water outlet of the water collecting pipe, the water inlet of the water outlet pipe is arranged on the bottom wall of the water collecting cavity, and the water outlet of the water outlet pipe is arranged on the back wave surface of the dam body and can be connected to the municipal drainage network; When the water bucket is empty, the wave-breaking plate blocks the notch of the energy dissipation groove, and the water bucket is suspended in the water collecting cavity.

[0018] By adopting the above technical solution, when the wind and waves are strong, the speed at which the water outlet of the water collecting pipe injects seawater into the water bucket will be greater than the speed at which the water holes at the bottom of the water bucket discharge the seawater out of the water bucket, thereby causing the weight of the water bucket to gradually increase and sink, and pull up the wave-breaking board, so that the energy dissipation trough can be fully opened; when the wind and waves are small, the speed at which the water outlet of the water collecting pipe injects seawater into the water bucket will be less than the speed at which the water holes at the bottom of the water bucket discharge the seawater out of the water bucket, thereby causing the water bucket to be completely emptied, the wave-breaking board to fall down, and the energy dissipation trough to be completely closed.

[0019] Furthermore, the water collecting pipe includes a main water inlet and an auxiliary water inlet, the main water inlet is located above the energy dissipation trough, and the auxiliary water inlet is opened on the trough wall of the energy dissipation trough and is located below the soft energy dissipation component.

[0020] By adopting the above technical solution, on the one hand, when the wave-breaking plate is opened, the auxiliary water inlet can assist the main water inlet to input seawater into the water collecting pipe, thereby ensuring that the seawater in the leaking bucket will not be reduced and cause the wave-breaking plate to be closed; on the other hand, when the wave-breaking plate is closed, the seawater in the energy dissipation trough will flow out of the energy dissipation trough along the auxiliary water inlet, thereby making it difficult for the soft energy dissipation parts to age or be damaged due to long-term immersion in the seawater in the energy dissipation trough.

[0021] Furthermore, the connecting member is a chain, the wheel surface of the fixed pulley is provided with an external gear matched with the chain, and the chain is provided with an anti-rust layer.

[0022] By adopting the above technical solution, the anti-rust layer on the chain can protect the chain, so that the chain is not easily broken or damaged due to rust.

[0023] Furthermore, a soil layer for planting is provided on the top of the dam body and the back wave surface of the dam body, and the outlet of the water outlet pipe is located in the soil layer and is connected to the municipal drainage network through a flange.

[0024] By adopting the above technical solution, the setting of the soil layer can protect the ecological environment around the continuous energy dissipation ecological seawall and realize the restoration and improvement of the green coastline ecology.

[0025] The second aspect of the present application provides a continuous energy dissipation ecological seawall construction method, which adopts the following technical solution: The method for laying a soil layer on a dam includes: firstly, connecting an access pipe of a municipal drainage network to the outlet of a water outlet pipe through a flange, then wrapping the connection between the water outlet pipe and the access pipe with a waterproof tape, then using a transport truck to pile the soil on the top of the dam, and finally using an excavator to evenly lay the soil from top to bottom along the back wave surface of the dam and ensure that the connection between the water outlet pipe and the access pipe is buried in the soil layer.

[0026] By adopting the above technical solution, the waterproof tape can prevent the seawater in the outlet pipe from leaking out from the connection between the outlet pipe and the access pipe, so as to protect the soil and vegetation around the connection between the outlet pipe and the access pipe.

[0027] In summary, the present application includes at least one of the following beneficial technical effects: 1. It includes a dam body and an energy dissipation component. The size of the dam body in the direction from the front wave to the back wave gradually increases from top to bottom. The energy dissipation component is arranged on the front wave side of the dam body, and the energy dissipation component can absorb the energy carried by the wave in front of the embankment when it contacts the wave in front of the embankment. When the wave in front of the embankment climbs along the front wave side of the dam body, the energy dissipation component can contact the wave in front of the embankment and absorb the kinetic energy carried by the wave, so that the wave in front of the embankment is not easy to climb up over the energy dissipation component, and then the continuous energy dissipation ecological seawall can also play a good role in wave protection and bank protection in typhoons and other weather with strong winds and high waves; 2. The driving unit includes a water bucket, a fixed pulley, a connecting piece, a water collecting pipe and a water outlet pipe. A water collecting chamber is provided inside the dam body, and the water bucket is arranged in the water collecting chamber; the fixed pulley is arranged on the top of the dam body, and a connecting hole leading to the fixed pulley is provided on the top wall of the water collecting chamber. One end of the connecting piece is connected to the water bucket, and the other end of the connecting piece passes through the connecting hole and extends to the top of the dam body and bypasses the fixed pulley to be connected to the wave-breaking plate; the water inlet of the water collecting pipe is arranged on the wave-facing surface of the dam body, and the water outlet of the water collecting pipe is arranged on the top wall of the water collecting chamber and is located above the water bucket; a water drop hole is provided at the bottom of the water bucket, and the aperture of the water drop hole is smaller than the aperture of the water outlet of the water collecting pipe. The water inlet of the water outlet pipe is arranged on the bottom wall of the water collecting chamber, and the The water outlet is arranged on the back wave side of the dam body and can be connected to the municipal drainage network; when the water bucket is empty, the wave-breaking plate blocks the notch of the energy dissipation trough, and the water bucket is suspended in the water collecting chamber. When the wind and waves are strong, the speed at which the water outlet of the water collecting pipe injects seawater into the water bucket will be greater than the speed at which the water hole at the bottom of the water bucket discharges the seawater out of the water bucket, thereby causing the weight of the water bucket to gradually increase and sink, and pull up the wave-breaking plate, so that the energy dissipation trough can be fully opened; when the wind and waves are weak, the speed at which the water outlet of the water collecting pipe injects seawater into the water bucket will be less than the speed at which the water hole at the bottom of the water bucket discharges the seawater out of the water bucket, thereby causing the water bucket to be completely emptied, the wave-breaking plate to fall down, and the energy dissipation trough to be completely closed. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a three-dimensional diagram of a continuous energy dissipation ecological seawall of the present application, wherein a section of the dam body is shown; Figure 2 is along Figure 1 A schematic cross-sectional view taken along the central axis of the central access pipe; Figure 3 yes Figure 2 A schematic enlarged view of area A, showing the main water inlet and the auxiliary water inlet; Figure 4 yes Figure 2 Schematic enlargement of area B, showing the waterproof tape.

[0029] Figure numerals: 1. dam body; 11. wave-facing wall; 12. support plate; 13. soil layer; 2. energy dissipation assembly; 21. soft energy dissipation component; 22. wave-breaking plate; 221. wave-breaking surface; 23. driving unit; 231. water bucket; 2311. water hole; 232. fixed pulley; 233. connecting piece; 234. water collecting pipe; 2341. main water inlet; 2342. auxiliary water inlet; 235. water outlet pipe; 3. access pipe; 4. waterproof tape; 5. tree planting. DETAILED DESCRIPTION

[0030] Figure 1 This is a three-dimensional diagram of a continuous energy dissipation ecological seawall of the present application, which shows a section of the dam body. Figure 2 is along Figure 1 A schematic cross-sectional view of the central axis of the access pipe. Figure 1 and Figure 2 A continuous energy dissipation ecological seawall comprises a dam body 1 and an energy dissipation component 2. The cross section of the dam body 1 in the direction from the front wave to the back wave is an isosceles trapezoid, and the width of the isosceles trapezoid gradually increases from top to bottom. A soil layer 13 for planting trees is provided on the top of the dam body 1 and the back wave surface of the dam body 1, so as to protect the ecological environment around the continuous energy dissipation ecological seawall and realize the restoration and improvement of the green coastline ecology; the energy dissipation component 2 comprises a plurality of soft energy dissipation parts 21, three wave-breaking plates 22 and a driving unit 23. Three rows of energy dissipation grooves are arranged from top to bottom on the dam body 1. The groove wall on the side facing away from the land in each energy dissipation groove is a wave-facing wall 11, and each wave-facing wall 11 extends in the vertical direction. , and each wave-facing wall 11 is provided with a plurality of soft energy-absorbing parts 21 at intervals. The soft energy-absorbing parts 21 may be old tires partially buried in the dam body 1. When the old tires come into contact with the waves in front of the dike, they can deform and absorb the kinetic energy carried by the waves, so that the waves in front of the dike are not easy to cross the energy-absorbing groove and continue to climb upward. The wave-facing walls 11 arranged in the vertical direction can, on the one hand, make it difficult for the waves in front of the dike to climb along the wave-facing walls 11, and on the other hand, the waves in front of the dike will be broken when colliding with the wave-facing walls 11 and generate reflected waves emitted in the opposite direction. These reflected waves will collide with the subsequent waves and offset part of the energy of the subsequent waves, thereby further making it difficult for the waves in front of the dike to cross the energy-absorbing groove and continue to climb upward.

[0031] Figure 3 yes Figure 2 A schematic enlarged view of area A in FIG. 1 , showing the main water inlet and the auxiliary water inlet. Figure 2 and Figure 3A wave-breaking plate 22 is hinged on the wave-facing wall 11 of each energy dissipation trough, and a wave-breaking surface 221 is formed on the plate surface of each wave-breaking plate 22 facing the wave-facing wall 11. When the wave-breaking plate 22 rotates to a position where the notch of the energy dissipation trough is fully opened, the wave-breaking surface 221 faces the direction away from the land and tilts from bottom to top away from the land; the driving unit 23 includes a water bucket 231, a fixed pulley 232, a connecting piece 233, a water collecting pipe 234 and a water outlet pipe 235. A water collecting cavity is provided inside the dam body 1, and the water bucket 231 is provided in the water collecting cavity; the fixed pulley 232 is provided on the top of the dam body 1, and a passage leading to the fixed pulley is provided on the top wall of the water collecting cavity. The connecting hole of the wheel 232, one end of the connecting piece 233 is connected to the falling bucket 231, and the other end of the connecting piece 233 extends through the connecting hole to the top of the dam body 1 and bypasses the fixed pulley 232 to be connected to the three wave-breaking plates 22 from top to bottom in sequence; a plurality of triangular support plates 12 are provided on the wave-facing surface of the dam body 1, and each wave-breaking plate 22 corresponds to at least one support plate 12. When the wave-breaking plate 22 rotates to a position where the notch of the energy dissipation groove is fully opened, each support plate 12 can abut against a side plate surface of the corresponding wave-breaking plate 22 away from the soft energy dissipation component 21, so that the wave-breaking plate 22 can be supported by the support plate 12.

[0032] See also Figure 2 and Figure 3 The water collecting pipe 234 includes two main water inlets 2341, three auxiliary water inlets 2342 and one water outlet. The water outlet of the water collecting pipe 234 is opened on the top wall of the water collecting cavity and is located above the barrel mouth of the down bucket 231. The two main water inlets 2341 and the three auxiliary water inlets 2342 of the water collecting pipe 234 are all opened on the wave-facing surface of the dam body 1. The two main water inlets 2341 are respectively arranged in two gaps between the three energy dissipation grooves, and the three auxiliary water inlets 2342 correspond to the three energy dissipation grooves one by one. Each auxiliary water inlet 2342 is respectively opened on the bottom wall of a corresponding energy dissipation trough, and each auxiliary water inlet 2342 is located below each soft energy dissipation component 21 in a corresponding energy dissipation trough; a water drop hole 2311 is opened at the bottom of the bucket 231, and the aperture of the water drop hole 2311 is smaller than the aperture of the water outlet of the water collecting pipe 234. The water inlet of the water outlet pipe 235 is arranged on the bottom wall of the water collecting cavity, and the water outlet of the water outlet pipe 235 is arranged on the back wave surface of the dam body 1 and can be connected to the municipal drainage network through a flange.

[0033] Specifically, the connecting member 233 can be a cable or a chain; if the connecting member 233 is a chain, an external gear (not shown in the figure) compatible with the chain can be set on the wheel surface of the fixed pulley 232, and an anti-rust layer can be set on the chain to protect the chain by the anti-rust layer, so that the chain is not easily broken or damaged due to rust.

[0034] The working process of a continuous energy dissipation ecological seawall in this application is as follows: When the wind and waves are strong and the waves are over the two main water inlets 2341, the speed at which the water outlet of the water collecting pipe 234 injects seawater into the water bucket 231 will be greater than the speed at which the water hole 2311 at the bottom of the water bucket 231 discharges the seawater out of the water bucket 231, thereby causing the weight of the water bucket 231 to gradually increase and sink, and pull up the wave-breaking board 22, so that the wave-breaking board 22 can be rotated to a position where the notch of the energy dissipation groove is fully opened. At this time, the three auxiliary water inlets 2342 can also assist the main water inlet 2341 to input seawater into the water collecting pipe 234, ensuring that the seawater in the leaking bucket will not decrease and cause the wave-breaking board 22 to be closed, and the support plate 12 can be away from the wave-breaking board 22. One side plate surface of the soft energy dissipation component 21 is abutted so that the wave dissipation surface 221 on the wave-breaking plate 22 can maintain a bottom-up tilt toward away from the land; when the wind and waves are small, the speed at which the water outlet of the water collecting pipe 234 injects seawater into the water bucket 231 will be lower than the speed at which the water hole 2311 at the bottom of the water bucket 231 discharges the seawater out of the water bucket 231, thereby completely emptying the water bucket 231 and causing the wave-breaking plate 22 to fall and completely closing the energy dissipation groove. When the water bucket 231 is empty, the wave-breaking plate 22 blocks the notch of the energy dissipation groove and the water bucket 231 is suspended in the water collecting cavity, and when the wave-breaking plate 22 is closed, the seawater in the energy dissipation groove will flow out of the energy dissipation groove along the auxiliary water inlet 2342.

[0035] Figure 4 yes Figure 2 Schematic enlargement of area B in FIG, showing the waterproof tape. Figure 3 and Figure 4 Based on the structure of the above-mentioned continuous energy dissipation ecological seawall, the second aspect of the present application further provides a continuous energy dissipation ecological seawall construction method, which is used to lay the soil layer 13 of the above-mentioned continuous energy dissipation ecological seawall, and the method specifically includes: First, connect an access pipe 3 of the municipal drainage network to the outlet of the outlet pipe 235 through a flange, then use waterproof tape 4 to wrap the connection between the outlet pipe 235 and the access pipe 3, then use a transport truck to pile the soil on the top of the dam, and finally use an excavator to evenly lay the soil from top to bottom along the back wave surface of the dam and ensure that the connection between the outlet pipe 235 and the access pipe 3 is buried in the soil layer.

[0036] Since the continuous energy dissipation ecological seawall construction method of the present application is implemented by the above-mentioned continuous energy dissipation ecological seawall, it can also have all the technical effects of the above-mentioned continuous energy dissipation ecological seawall, especially the waterproof tape 4 can make the seawater in the outlet pipe 235 not easy to leak out from the connection between the outlet pipe 235 and the access pipe 3, so as to protect the soil and vegetation around the connection between the outlet pipe 235 and the access pipe 3 and avoid the formation of saline-alkali land.

[0037] Specifically, the waterproof tape 4 may be a PVC waterproof tape 4 .

[0038] The implementation principle of a continuous energy dissipation ecological seawall described in this application is: When the wind and waves are strong and the waves are over the two main water inlets 2341, the speed at which the water outlet of the water collecting pipe 234 injects seawater into the water bucket 231 will be greater than the speed at which the water holes 2311 at the bottom of the water bucket 231 discharge the seawater out of the water bucket 231, thereby causing the weight of the water bucket 231 to gradually increase and sink, and pull up the wave-breaking board 22, so that the wave-breaking board 22 can be rotated to a position where the notch of the energy dissipation groove is fully opened. At this time, the three auxiliary water inlets 2342 can also assist the main water inlet 2341 to input seawater into the water collecting pipe 234 to ensure leakage. The seawater in the bucket will not decrease and cause the wave-breaking board 22 to close, and the support plate 12 can abut against the side of the wave-breaking board 22 away from the soft energy dissipation component 21, so that the wave-breaking surface 221 on the wave-breaking board 22 can maintain an inclination from bottom to top in the direction away from the land, so that the waves that cross the wave-facing wall 11 and abut against the wave-breaking board 22 will flow along the wave-breaking surface 221 in the direction away from the land, and then collide with the subsequent waves and offset part of the energy of the subsequent waves, so that the waves in front of the embankment are not easy to pass over the wave-breaking board 22 and continue to climb upward; When the wind and waves are small, the speed at which the water outlet of the water collecting pipe 234 injects seawater into the water bucket 231 will be lower than the speed at which the water hole 2311 at the bottom of the water bucket 231 discharges the seawater out of the water bucket 231, thereby completely emptying the water bucket 231, causing the wave-breaking board 22 to fall down and completely closing the energy dissipation groove. When the water bucket 231 is empty, the wave-breaking board 22 blocks the notch of the energy dissipation groove and the water bucket 231 is suspended in the water collecting cavity, so that the wave-breaking board 22 can provide sunshade, windproof and other protection for the soft energy dissipation component 21 in the energy dissipation groove, thereby extending the service life of the soft energy dissipation component 21 in disguised form; and when the wave-breaking board 22 is closed, the seawater in the energy dissipation groove will flow out of the energy dissipation groove along the auxiliary water inlet 2342, thereby making it difficult for the soft energy dissipation component 21 to age or be damaged due to long-term immersion in the seawater in the energy dissipation groove.

[0039] The embodiments of this specific implementation are all preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. The same components are represented by the same figure marks. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A continuous energy dissipation ecological seawall, characterized by: The invention comprises a dam body (1) and an energy dissipation component (2), wherein the size of the dam body (1) in the direction from the front wave to the back wave gradually increases from top to bottom, the energy dissipation component (2) is arranged on the front wave surface of the dam body (1), and the energy dissipation component (2) can absorb the energy carried by the wave in front of the dam when contacting the wave.

2. A continuous energy dissipation ecological seawall according to claim 1, characterized in that: The energy dissipation assembly (2) comprises a plurality of soft energy dissipation parts (21); an energy dissipation groove is provided on the dam body (1); a groove wall on a side of the energy dissipation groove facing away from the land is a wave-facing wall (11); and each of the soft energy dissipation parts (21) is arranged at intervals on the wave-facing wall (11).

3. A continuous energy dissipation ecological seawall according to claim 2, characterized in that: The wave-facing wall (11) extends in a vertical direction.

4. The continuous energy dissipation ecological seawall according to claim 2, characterized in that: The energy dissipation assembly (2) further comprises a wave-breaking plate (22) and a drive unit (23); one end of the wave-breaking plate (22) is hinged on the wave-facing wall (11); the other end of the wave-breaking plate (22) is capable of abutting against the dam body (1) and blocking the notch of the energy dissipation groove; The driving unit (23) is in transmission connection with the wave-breaking board (22) and is capable of driving the wave-breaking board (22) to rotate around its own hinge axis.

5. The continuous energy dissipation ecological seawall according to claim 4, characterized in that: A support plate (12) is provided on the wave-facing surface of the dam body (1), and the support plate (12) can abut against a side plate surface of the wave-breaking plate (22) away from the soft energy dissipation component (21); A wave-breaking surface (221) is formed on a side plate surface of the wave-breaking plate (22) close to the soft energy dissipation component (21); when the support plate (12) abuts against the wave-breaking plate (22), the wave-breaking plate (22) rotates to a position where the notch of the energy dissipation groove is fully opened, and the wave-breaking surface (221) faces away from the land and tilts from bottom to top in a direction away from the land.

6. The continuous energy dissipation ecological seawall according to claim 4, characterized in that: The driving unit (23) comprises a water bucket (231), a fixed pulley (232), a connecting piece (233), a water collecting pipe (234) and a water outlet pipe (235); a water collecting chamber is provided inside the dam body (1), and the water bucket (231) is arranged in the water collecting chamber; The fixed pulley (232) is arranged on the top of the dam body (1); a connecting hole leading to the fixed pulley (232) is opened on the top wall of the water collecting chamber; one end of the connecting piece (233) is connected to the water bucket (231); the other end of the connecting piece (233) passes through the connecting hole and extends to the top of the dam body (1) and bypasses the fixed pulley (232) to be connected to the wave-breaking board (22); The water inlet of the water collecting pipe (234) is arranged on the wave-facing surface of the dam body (1), and the water outlet of the water collecting pipe (234) is opened on the top wall of the water collecting cavity and is located above the water bucket (231); The bottom of the water bucket (231) is provided with a water hole (2311), the diameter of the water hole (2311) is smaller than the diameter of the water outlet of the water collecting pipe (234), the water inlet of the water outlet pipe (235) is arranged on the bottom wall of the water collecting cavity, and the water outlet of the water outlet pipe (235) is arranged on the back wave surface of the dam body (1) and can be connected to the municipal drainage network; When the water bucket (231) is empty, the wave-breaking plate (22) blocks the notch of the energy dissipation groove, and the water bucket (231) is suspended in the water collection chamber.

7. The continuous energy dissipation ecological seawall according to claim 6, characterized in that: The water collecting pipe (234) comprises a main water inlet (2341) and an auxiliary water inlet (2342), wherein the main water inlet (2341) is located above the energy dissipation groove, and the auxiliary water inlet (2342) is opened on the groove wall of the energy dissipation groove and is located below the soft energy dissipation component (21).

8. The continuous energy dissipation ecological seawall according to claim 6, characterized in that: The connecting member (233) is a chain, an external gear matched with the chain is provided on the wheel surface of the fixed pulley (232), and an anti-rust layer is provided on the chain.

9. The continuous energy dissipation ecological seawall according to claim 6, characterized in that: A soil layer (13) for planting is provided on the top of the dam body (1) and the wave-receiving surface of the dam body (1); the outlet of the water outlet pipe (235) is located in the soil layer (13) and is connected to the municipal drainage network via a flange.

10. A method for constructing a continuous energy dissipation ecological seawall, used for constructing a continuous energy dissipation ecological seawall as claimed in claim 9, characterized in that: The method for laying a soil layer (13) on a dam comprises: firstly, connecting an access pipe (3) of a municipal drainage network to the outlet of a water outlet pipe (235) through a flange, then using a waterproof tape (4) to wrap the connection between the water outlet pipe (235) and the access pipe (3), then using a transport truck to pile the soil on the top of the dam, and finally using an excavator to evenly lay the soil from top to bottom along the back wave surface of the dam and ensure that the connection between the water outlet pipe (235) and the access pipe (3) is buried in the soil layer.

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