CN220746773U - Channel bank protection structure - Google Patents

Abstract

The utility model provides a channel bank protection structure. The channel bank protection structure includes: a base body, the upper surface of which is provided with a first inclined surface and a second inclined surface; the first shore protection plate is connected with the base body, at least one part of the first shore protection plate is covered on the first inclined surface, a planting hole is formed in the first shore protection plate, a planting soil layer is arranged in the planting hole and used for planting vegetation, a water storage groove is formed in the first inclined surface, and the water storage groove is communicated with the planting hole; the second shore protection plate is connected with the base body and covers the second inclined surface, the water diversion groove is formed in the second shore protection plate, extends along the inclined direction of the second inclined surface, and the lower end of the water diversion groove is connected with the water diversion pipe. The utility model solves the problem of poor stability of the channel bank protection structure in the prior art.

Description

Channel bank protection structure

Technical Field

The utility model relates to the technical field of channel protection, in particular to a channel bank protection structure.

Background

The navigation channel is defined or set for navigation of the ship and comprises a constructed navigation channel, the revetment is an engineering measure of paving the riverway bank slope with block stones or concrete in a manual reinforcement mode to protect the riverway bank, and the engineering measure is used for defending invasion and washing of waves and water flow and groundwater action and maintaining a stable structure of the shoreline. At present, the shore protection of the channel still faces a plurality of problems, wherein the scouring erosion of water flow to the beach of the channel is common and serious. If the channel beach is subjected to the scouring action of water flow for a long time, the scouring section of the beach will be gradually steeped, the stability of the beach is greatly reduced, the risk of the beach collapsing and landslide is increased, serious water and soil loss is caused, life and property safety of people are threatened, and serious safety accidents and economic losses can occur if structures or other infrastructure are built along the coast.

The shore protection structure in the prior art is characterized in that when encountering rainy season or when the water quantity is large, a large amount of water flow stays on the surface of the shore protection slope body, drainage cannot be timely carried out, the plant roots in a planting area can be very easy to loosen, the plant roots are soaked by water, and the resulting turf and soil are lost, so that the shore protection structure is damaged. During long-term drought, plants planted on the bank slope can influence the normal growth of the plants due to long-term water shortage. The planted vegetation needs to be watered regularly, which is troublesome and also causes labor loss caused by manual watering and unnecessary subsequent cost.

From the above, the prior art has the problem of poor stability of the channel revetment structure.

Disclosure of Invention

The utility model mainly aims to provide a channel bank protection structure so as to solve the problem of poor stability of the channel bank protection structure in the prior art.

In order to achieve the above object, the present utility model provides a channel revetment structure, comprising: a base body, the upper surface of which is provided with a first inclined surface and a second inclined surface; the first shore protection plate is connected with the base body, at least one part of the first shore protection plate is covered on the first inclined surface, a planting hole is formed in the first shore protection plate, a planting soil layer is arranged in the planting hole and used for planting vegetation, a water storage groove is formed in the first inclined surface, and the water storage groove is communicated with the planting hole; the second shore protection plate is connected with the base body and covers the second inclined surface, the water diversion groove is formed in the second shore protection plate, extends along the inclined direction of the second inclined surface, and the lower end of the water diversion groove is connected with the water diversion pipe.

Further, the first inclined surface is located at an upper side of the second inclined surface.

Further, a plurality of planting holes are formed, and the plurality of planting holes are distributed in a matrix; and/or a plurality of water storage tanks are arranged at intervals; and/or a plurality of water diversion grooves are arranged at intervals or in a crossing manner along the width direction of the second shore protection plate; and/or the plurality of water diversion pipes are arranged corresponding to the plurality of water diversion grooves.

Further, the first shore protection plate is a water permeable concrete filter plate; and/or the second shore protection plate is an impermeable concrete filter plate.

Further, the first shore protection plate is provided with a first connecting pile, the first inclined surface is correspondingly provided with a first mounting hole, and the first connecting pile stretches into the first mounting hole so that the first shore protection plate is connected with the base body; and/or the second shore protection plate is provided with a second connecting pile, the second inclined surface is correspondingly provided with a second mounting hole, and the second connecting pile stretches into the second mounting hole so that the second shore protection plate is connected with the base body.

Further, a transition surface is arranged between the first inclined surface and the second inclined surface, the channel revetment structure further comprises a retaining wall and a water retaining wall, the retaining wall and the water retaining wall extend along the width direction of the substrate and are respectively arranged on two sides of the transition surface, and a separation groove is formed between the retaining wall and the water retaining wall, wherein the retaining wall is close to the first inclined surface relative to the water retaining wall.

Further, the height of the retaining wall is higher than the height of the retaining wall.

Further, the base body is provided with the bedrock near one end of channel, and channel shore protection structure still includes damper, and damper sets up the lateral wall near one side of channel at the bedrock.

Further, the shock-absorbing assembly comprises a shock-absorbing rubber ring and a shock absorber, and the shock-absorbing rubber ring and the shock absorber are arranged at intervals.

Further, the channel revetment structure further comprises a water level measuring rod, and the water level measuring rod is arranged on the bedrock.

Further, the channel revetment structure further comprises a wind speed and direction sensor, and the wind speed and direction sensor is arranged at the top end of the water level measuring rod.

Further, the channel bank protection structure further comprises a filtering component, the filtering component comprises a filtering box and a filtering net cover, an inlet of the filtering box is connected with the water guide pipe, filtering materials are contained in the filtering box, and the filtering net cover is arranged at an outlet of the filtering box.

Further, the channel bank protection structure further comprises an illumination piece, and the illumination piece is arranged on a bank slope at the top of the base body.

Further, the channel revetment structure further comprises a turf layer, and the turf layer is arranged on the surface, corresponding to the first inclined surface, of the first revetment plate.

By applying the technical scheme of the utility model, the channel revetment structure comprises a substrate, a first revetment plate and a second revetment plate, wherein the upper surface of the substrate is provided with a first inclined surface and a second inclined surface, the first revetment plate is connected with the substrate, at least one part of the first revetment plate is covered on the first inclined surface, a planting hole is formed in the first revetment plate, a planting soil layer is arranged in the planting hole and is used for planting vegetation, a water storage tank is formed at the first inclined surface, the water storage tank is communicated with the planting hole, the second revetment plate is connected with the substrate and is covered on the second inclined surface, a water diversion groove is formed in the second inclined surface, the lower end of the water diversion groove extends along the inclined direction of the second inclined surface and is connected with a water diversion pipe, so that the first revetment plate can form a vegetation planting area, under the condition of heavy rainfall, water flow on the surface of the planting area can enter the water storage tank in the slope, and in the drought weather after that, the vegetation in the planting area can automatically flow from the water storage tank to prevent soil from losing, the channel from collapsing, the channel protection structure is further effectively prevented, the water diversion channel is prevented from flowing down, the water diversion channel is greatly, and the water channel is prevented from flowing down, and the water channel is greatly rushing down to the water channel protection structure is greatly, and the water channel protection structure is prevented from flowing down, and the water channel is greatly rushing down to the water channel protection structure. In addition, the arrangement also avoids labor loss caused by manual watering, reduces unnecessary follow-up cost, enables green planting management to be easier, and increases ecological attractiveness.

Drawings

The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model. In the drawings:

FIG. 1 shows a schematic structural view of a runway revetment structure in accordance with an embodiment of the present utility model; and

FIG. 2 shows a schematic structural view of a substrate in one embodiment of the present utility model;

fig. 3 is a schematic structural view showing a first shore protection plate in one embodiment of the present utility model;

fig. 4 shows a schematic structural view of a second shore protection plate in an embodiment of the present utility model.

Wherein the above figures include the following reference numerals:

1. a bank slope; 2. a first inclined surface; 3. a transition surface; 4. a second inclined surface; 5. a bedrock; 6. a base; 7. a lighting member; 8. planting holes; 9. water-permeable cotton; 10. a water storage tank; 11. a first shore protection plate; 12. a retaining wall; 13. a separation ditch; 14. a water retaining wall; 15. a second shore protection plate; 16. a water diversion trench; 17. a water-through port; 18. a water level measuring rod; 19. wind speed and direction sensor; 20. a water conduit; 21. damping rubber rings; 22. a damper; 23. a filter material; 24. filtering the net cover; 25. a filter box; 26. a first mounting hole; 27. a first connecting pile; 28. a second connection peg; 29. and a second mounting hole.

Detailed Description

It should be noted that, in the case of no conflict, the embodiments and features in the embodiments may be combined with each other. The utility model will be described in detail below with reference to the drawings in connection with embodiments.

It is noted that all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs unless otherwise indicated.

In the present utility model, unless otherwise indicated, terms of orientation such as "upper, lower, top, bottom" are used generally with respect to the orientation shown in the drawings or with respect to the component itself in the vertical, upright or gravitational direction; also, for ease of understanding and description, "inner and outer" refers to inner and outer relative to the profile of each component itself, but the above-mentioned orientation terms are not intended to limit the present utility model.

It will be apparent that the embodiments described above are merely some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present utility model without making any inventive effort, shall fall within the scope of the present utility model.

The utility model provides a channel revetment structure in order to solve the problem of poor stability of the channel revetment structure in the prior art.

As shown in fig. 1 to 4, the channel revetment structure includes a base 6, a first revetment plate 11 and a second revetment plate 15. The upper surface of the base 6 has a first inclined surface 2 and a second inclined surface 4. The first shore protection plate 11 is connected with the base body 6, at least a part of the first shore protection plate 11 is covered on the first inclined surface 2, the first shore protection plate 11 is provided with a planting hole 8, a planting soil layer is arranged in the planting hole 8 and used for planting vegetation, a water storage groove 10 is formed in the first inclined surface 2, and the water storage groove 10 is communicated with the planting hole 8. The second shore protection plate 15 is connected with the base body 6 and covers the second inclined surface 4, the second shore protection plate 15 is provided with a water diversion groove 16, the water diversion groove 16 extends along the inclined direction of the second inclined surface 4, and the lower end of the water diversion groove 16 is connected with the water diversion pipe 20.

Through setting up the channel shore protection structure and including base member 6, first shore protection board 11 and second shore protection board 15, the upper surface of base member 6 has first inclined plane 2 and second inclined plane 4, first shore protection board 11 is connected and at least a portion of first shore protection board 11 covers in first inclined plane 2 with base member 6, planting hole 8 has been seted up to first shore protection board 11, planting soil layer has been placed in planting hole 8, be used for planting the vegetation, catch basin 10 has been seted up to first inclined plane 2 department, catch basin 10 communicates with planting hole 8, second shore protection board 15 is connected with base member 6 and covers in second inclined plane 4, the water diversion groove 16 has been seted up to second shore protection board 15, water diversion groove 16 extends and the lower extreme is connected with water conduit 20 along the incline direction of second inclined plane 4, like this first shore protection board 11 can form the vegetation planting region, under the condition of suffering strong rainfall, the water flow that is located planting region slope surface can get into the inside basin 10, and when later drought, planting region can be automatic from in the catch basin hole 8, thereby prevent to collapse from the catch basin 10, thereby the channel can prevent that the water flow from losing the channel from taking place, the channel stability is greatly lost, the channel 20 is collapsed, the channel stability is improved, the channel stability is prevented from taking place, the channel stability is improved, the channel protection structure is collapsed, and the channel stability is improved, the channel protection structure is taken place, the water channel is improved, and the soil is protected down along the slope structure is protected. In addition, the arrangement also avoids labor loss caused by manual watering, reduces unnecessary follow-up cost, enables green planting management to be easier, and increases ecological attractiveness.

In the present embodiment, the first inclined surface 2 is located on the upper side of the second inclined surface 4. It will be appreciated that the second inclined surface 4 of the base 6 is a buffer zone of the channel revetment structure, where the river will first strike when striking the channel revetment structure, since the second inclined surface 4 is located at a low level adjacent to the channel.

In the present embodiment, the inclination angle of the first inclined surface 2 is 30 ° to 45 °. The inclination angle of the second inclined surface 4 is 30 ° to 60 °.

In this embodiment, as shown in fig. 1, the top of the base 6 is a bank slope 1, the bank slope 1 is sequentially connected with the first inclined surface 2, and correspondingly, the first shore protection plate 11 includes a first bent section and a second section, the first section covers the bank slope 1, and the second section covers the first inclined surface 2. It will be appreciated that the planting holes 8 are provided in the second section of the first shore protection plate 11.

In this embodiment, the planting holes 8 are plural, and the plural planting holes 8 are arranged in a matrix. Through above-mentioned setting for vegetation fills the scope of whole first inclined plane 2 as far as possible, increases the planting area in planting district, improves the ability that prevents earth loss, increases ecological aesthetic property simultaneously.

Further, the channel revetment structure further comprises a turf layer, and the turf layer is arranged on the surface, corresponding to the first inclined surface 2, of the first revetment plate 11. Through setting up the turf layer, can with planting the vegetation combined action in the hole 8, further reduce earth loss.

In this embodiment, the planting holes 8 are hexagonal. The thickness of the planting soil layer is 40cm, and the planting soil layer is formed by mixing current fine-grained black soil and organic fertilizer according to the proportion of 4:1.

In the present embodiment, the number of the water storage tanks 10 is plural, and the plurality of water storage tanks 10 are arranged at intervals.

In the present embodiment, the plurality of water grooves 16 are provided, and the plurality of water grooves 16 are disposed to intersect in the width direction of the second bank guard 15, that is, to form a plurality of X-shapes, as shown in fig. 4. Thus, when the water flow impacts the second shore protection plate 15 along the width direction of the channel, the water flow impacting the second shore protection plate 15 is attenuated by the water diversion grooves 16 on the impact surface. Of course, the plurality of water diversion grooves 16 may be provided at intervals along the width direction of the second shore protection plate 15, and may be selected according to actual needs. Accordingly, the plurality of water conduits 20 is plural, and the plurality of water conduits 20 are provided corresponding to the plurality of water grooves 16. Specifically, as shown in fig. 4, the lower end of the water-guiding groove 16 has a water-passing opening 17, and the water-guiding pipe 20 is connected to the water-guiding groove 16 through the water-passing opening 17.

In this embodiment, the first shore protection plate 11 is a water permeable concrete filter plate. Further, as shown in fig. 2, the planting holes are internally provided with the water-permeable cotton 9, so that water flow on the surface of the slope body of the planting area can quickly enter the water storage tank 10 for storage under the action of the water-permeable cotton 9 and the water-permeable concrete filter plate.

In this embodiment, the second shore protection plate 15 is an impermeable concrete filter plate. It will be appreciated that the purpose of the second shore protection plate 15 is to reduce the impact on the second shore protection plate 15 and reduce soil loss, so that the second shore protection plate 15 needs to have a seepage-proofing property. Further, the cut surfaces of both the water channel 16 and the water storage tank 10 are laid with an impermeable material.

As shown in fig. 1 to 3, the first shore protection plate 11 has a first connection peg 27, and the first inclined surface 2 is correspondingly provided with a first mounting hole 26, and the first connection peg 27 extends into the first mounting hole 26 to connect the first shore protection plate 11 with the base 6. Specifically, the first connecting piles 27 are plural, and the plural first connecting piles 27 are disposed at intervals along the outer periphery of the first shore protection plate 11. Accordingly, the plurality of first mounting holes 26 are also provided, and the plurality of first mounting holes 26 are provided at intervals along the outer periphery of the first inclined surface 2.

As shown in fig. 1 to 2 and 4, the second shore protection plate 15 has a second connection pile 28, and the second inclined surface 4 is correspondingly provided with a second mounting hole 29, and the second connection pile 28 extends into the second mounting hole 29 to connect the second shore protection plate 15 with the base 6. Specifically, the second connection piles 28 are plural, and the plural second connection piles 28 are disposed at intervals along the outer circumference of the second shore protection plate 15. Accordingly, the second mounting holes 29 are also plural, and the plural second mounting holes 29 are provided at intervals along the outer periphery of the first inclined surface 2.

Through the above-mentioned setting, when guaranteeing to connect the steadiness for can dismantle the connection between first shore protection board 11 and second shore protection board 15 and the base member 6, thereby be convenient for change first shore protection board 11 and second shore protection board 15, reduce maintenance replacement cost.

As shown in fig. 1 to 2, a transition surface 3 is provided between the first inclined surface 2 and the second inclined surface 4. The channel revetment structure further comprises a retaining wall 12 and a water retaining wall 14, the retaining wall 12 and the water retaining wall 14 extend along the width direction of the base body 6 and are respectively arranged on two sides of the transition surface 3, a separation groove 13 is formed between the retaining wall 12 and the water retaining wall 14, and the retaining wall 12 is close to the first inclined surface 2 relative to the water retaining wall 14. It will be appreciated that the channel revetment structure is a barrier zone at the transition face 3. Specifically, when the water level reaches the blocking area after the buffer area is reached, the water retaining wall 14 close to the buffer area can block further impact of water flow, so that accumulated water is difficult to flow into the isolation ditch 13 through the water retaining wall 14, and the isolation ditch 13 is isolated. The retaining wall 12 is located at the upper side of the isolation trench 13, and the upper side of the retaining wall 12 is a planting area, so that the retaining wall has the main function of preventing the turf and soil from being lost into the isolation trench 13 due to rain wash, thereby enhancing the safety and stability of the channel revetment structure.

In the present embodiment, the height of the retaining wall 14 is higher than the height of the retaining wall 12. This makes it possible for the water-blocking wall 14 to block further impact of the water flow, making it difficult for the accumulated water to flow into the partition groove 13 through the water-blocking wall 14.

As shown in fig. 1 to 2, the end of the matrix 6 near the channel is provided with bedrock 5. The channel revetment structure further comprises a damping component, and the damping component is arranged on the side wall of the bedrock 5, which is close to one side of the channel. Specifically, the damper assembly includes a damper rubber ring 21 and a damper 22, and the damper rubber ring 21 and the damper 22 are disposed at intervals. The damper 22 is a spring damper device that is conventional in the art and will not be described in detail herein. When the past ship is on shore, the damping rubber ring 21 and the damper 22 which are positioned on the bedrock 5 can buffer the ship body, so that the damage of the ship body on the shore protection structure caused by the ship body shore protection impact is reduced, and the overall stability of the channel shore protection structure is ensured.

In this embodiment, the contact surfaces of the damping rubber ring 21 and the damper 22 are all circular, so that the contact area is increased as much as possible, and the damping effect is improved.

As shown in fig. 1, the channel revetment structure further comprises a water level gauge 18, the water level gauge 18 being arranged on the bedrock 5. By providing the water level measuring bar 18, the fluctuation of the river water can be monitored. Specifically, the water level measuring rods 18 are multiple, and the multiple water level measuring rods 18 are arranged on the bedrock 5 at intervals.

As shown in fig. 1, the channel revetment structure further includes a wind speed and direction sensor 19, and the wind speed and direction sensor 19 is disposed at the top end of the water level measuring rod 18. By providing the wind speed and direction sensor 19, the wind speed and direction at the channel can be monitored. Specifically, the plurality of wind speed and direction sensors 19 are provided, and the plurality of wind speed and direction sensors 19 are provided on the plurality of water level measuring bars 18, respectively.

As shown in fig. 1, the channel bank protection structure further comprises a filtering assembly, the filtering assembly comprises a filtering box 25 and a filtering net cover 24, an inlet of the filtering box 25 is connected with the water conduit 20, a filtering material 23 is accommodated in the filtering box 25, and the filtering net cover 24 is arranged at an outlet of the filtering box 25. In this embodiment, a plurality of water conduits 20 are collected and connected to the inlet of the filter box 25. Through the above arrangement, the inlet of the impurity entering the filter box 25 can be prevented from blocking the filter box 25.

As shown in fig. 1, the channel revetment structure further comprises lighting means 7. The lighting 7 is arranged at the bank slope 1 at the top of the base body 6. Specifically, the lighting member 7 is a lighting lamp. The illuminating lamp is arranged on the bank slope 1, so that illumination can be provided for the past ship at night, and the probability of safety accidents is reduced. The number of the illuminating members 7 may be plural, and the plurality of illuminating members 7 may be arranged at intervals.

From the above description, it can be seen that the above embodiments of the present utility model achieve the following technical effects: through setting up the channel shore protection structure and including base member 6, first shore protection board 11 and second shore protection board 15, the upper surface of base member 6 has first inclined plane 2 and second inclined plane 4, first shore protection board 11 is connected and at least a portion of first shore protection board 11 covers in first inclined plane 2 with base member 6, planting hole 8 has been seted up to first shore protection board 11, planting soil layer has been placed in planting hole 8, be used for planting the vegetation, catch basin 10 has been seted up to first inclined plane 2 department, catch basin 10 communicates with planting hole 8, second shore protection board 15 is connected with base member 6 and covers in second inclined plane 4, the water diversion groove 16 has been seted up to second shore protection board 15, water diversion groove 16 extends and the lower extreme is connected with water conduit 20 along the incline direction of second inclined plane 4, like this first shore protection board 11 can form the vegetation planting region, under the condition of suffering strong rainfall, the water flow that is located planting region slope surface can get into the inside basin 10, and when later drought, planting region can be automatic from in the catch basin hole 8, thereby prevent to collapse from the catch basin 10, thereby the channel can prevent that the water flow from losing the channel from taking place, the channel stability is greatly lost, the channel 20 is collapsed, the channel stability is improved, the channel stability is prevented from taking place, the channel stability is improved, the channel protection structure is collapsed, and the channel stability is improved, the channel protection structure is taken place, the water channel is improved, and the soil is protected down along the slope structure is protected. In addition, the arrangement also avoids labor loss caused by manual watering, reduces unnecessary follow-up cost, enables green planting management to be easier, and increases ecological attractiveness.

It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments in accordance with the present application. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.

It should be noted that the terms "first," "second," and the like in the description and claims of the present application and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that embodiments of the present application described herein may be implemented in sequences other than those illustrated or described herein.

The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (14)

1. A channel revetment structure, comprising:

a base body (6), wherein the upper surface of the base body (6) is provided with a first inclined surface (2) and a second inclined surface (4);

the first shore protection plate (11), the first shore protection plate (11) is connected with the base body (6), at least one part of the first shore protection plate (11) is covered on the first inclined surface (2), the first shore protection plate (11) is provided with a planting hole (8), a planting soil layer is arranged in the planting hole (8) and is used for planting vegetation, a water storage groove (10) is formed in the first inclined surface (2), and the water storage groove (10) is communicated with the planting hole (8);

the second shore protection board (15), second shore protection board (15) with base member (6) connect and cover in second inclined plane (4), water diversion groove (16) have been seted up to second shore protection board (15), water diversion groove (16) are followed the incline direction of second inclined plane (4) extends and the lower extreme is connected with water guide pipe (20).

2. Channel revetment structure according to claim 1, characterized in that the first inclined surface (2) is located at the upper side of the second inclined surface (4).

3. The waterway revetment structure of claim 1,

the planting holes (8) are multiple, and the planting holes (8) are arranged in a matrix; and/or

The number of the water storage tanks (10) is multiple, and the water storage tanks (10) are arranged at intervals; and/or

The plurality of water diversion grooves (16) are arranged at intervals or in a crossing manner along the width direction of the second shore protection plate (15); and/or

The number of the water diversion pipes (20) is plural, and the water diversion pipes (20) are correspondingly arranged with the water diversion grooves (16).

4. The waterway revetment structure of claim 1,

the first shore protection plate (11) is a water-permeable concrete filter plate; and/or

The second shore protection plate (15) is an impermeable concrete filter plate.

5. The waterway revetment structure of claim 1,

the first shore protection plate (11) is provided with a first connecting pile (27), the first inclined surface (2) is correspondingly provided with a first mounting hole (26), and the first connecting pile (27) stretches into the first mounting hole (26) so that the first shore protection plate (11) is connected with the base body (6); and/or

The second shore protection plate (15) is provided with a second connecting pile (28), the second inclined surface (4) is correspondingly provided with a second mounting hole (29), and the second connecting pile (28) stretches into the second mounting hole (29) so that the second shore protection plate (15) is connected with the base body (6).

6. Channel revetment structure according to claim 1, characterized in that a transition surface (3) is provided between the first inclined surface (2) and the second inclined surface (4), the channel revetment structure further comprises a retaining wall (12) and a water retaining wall (14), the retaining wall (12) and the water retaining wall (14) extend in the width direction of the base body (6) and are respectively arranged at both sides of the transition surface (3), a separation trench (13) is formed between the retaining wall (12) and the water retaining wall (14), wherein the retaining wall (12) is close to the first inclined surface (2) with respect to the water retaining wall (14).

7. Channel revetment structure according to claim 6, characterized in that the height of the retaining wall (14) is higher than the height of the retaining wall (12).

8. Channel revetment structure according to claim 1, characterized in that the end of the base body (6) adjacent to the channel is provided with a bedrock (5), the channel revetment structure further comprises a damping assembly arranged on the side wall of the bedrock (5) adjacent to the side of the channel.

9. Channel revetment structure according to claim 8, wherein the shock absorbing assembly comprises a shock absorbing rubber ring (21) and a shock absorber (22), the shock absorbing rubber ring (21) and the shock absorber (22) being arranged at a distance.

10. Channel revetment structure according to claim 8, further comprising a water level gauge (18), the water level gauge (18) being arranged on the bedrock (5).

11. Channel revetment structure according to claim 10, further comprising a wind speed and direction sensor (19), said wind speed and direction sensor (19) being arranged at the top end of said water level gauge (18).

12. The channel revetment structure according to claim 1, further comprising a filter assembly comprising a filter box (25) and a filter screen (24), wherein an inlet of the filter box (25) is connected with the water conduit (20), a filter material (23) is accommodated in an interior of the filter box (25), and the filter screen (24) is arranged at an outlet of the filter box (25).

13. Channel revetment structure according to any of claims 1-12, further comprising an illumination element (7), said illumination element (7) being arranged at a bank slope (1) at the top of the base body (6).

14. Channel revetment structure according to any of claims 1-12, further comprising a grass layer arranged on the surface of the first revetment plate (11) corresponding to the first inclined surface (2).