Pile foundation type slope ecological bank protection engineering structure

Abstract

The utility model relates to the technical field of bank protection engineering, and discloses a pile foundation type slope ecological bank protection engineering structure which comprises a slope body, slope protection plates arranged at equal intervals are arranged on the slope surface of the slope body, and a planting groove is formed in each slope protection plate. According to the pile foundation type slope ecological revetment engineering structure, by arranging a first butt joint block, a first butt joint groove, a second butt joint block and a second butt joint groove, adjacent slope protection plates can be connected and reinforced, and by arranging flow guide plates of dovetail structures, flow guide channels can be formed between adjacent transverse flow guide plates; the effects that the overall stability of the slope protection plate can be improved, then the protection capacity of the slope protection plate to the slope is improved, slope runoff is guided, scouring of the slope runoff to the slope is reduced, water and soil loss is reduced, and the slope structure is protected are achieved, and the problems that an existing slope protection plate is low in stability, water and soil on the slope can be scoured by the slope runoff, and the slope structure is damaged are solved. And the slope protection structure is damaged.

Description

Technical Field

[0001] This application relates to the technical field of revetment engineering, and specifically to a pile - based slope ecological revetment engineering structure. Background Art

[0002] Revetment engineering refers to the engineering measures taken to protect river, lake and sea embankments from the invasion and scouring of water flow, wind waves and tides. Revetment engineering can be divided into slope - type revetment, dam - type revetment, wall - type revetment and other forms according to the form. The slope - type revetment means directly laying building materials or components such as revetment plates on the water - facing slope of the dike or beach bank to form a continuous covering layer to prevent the erosion and scouring of water flow and wind waves.

[0003] The existing revetment plate structure is relatively simple and is prone to loosen and fall off under the influence of external forces during long - term use, with low stability, reducing the slope protection function. The slope runoff will scour the soil and water on the slope, resulting in soil erosion and damaging the revetment structure. Utility Model Content

[0004] Aiming at the deficiencies of the prior art, this application provides a pile - based slope ecological revetment engineering structure, which has the advantages of being able to reinforce the connection between revetment plates, increasing the stability of the revetment plates, thereby improving the protection ability of the slope, being able to divert the slope runoff, reducing the scour of the slope runoff on the slope, reducing soil erosion, and protecting the slope structure, etc. It solves the problems that the existing revetment plate structure is relatively simple, is prone to loosen and fall off under the influence of external forces during long - term use, has low stability, reduces the slope protection function, and the slope runoff will scour the soil and water on the slope, resulting in soil erosion and damaging the revetment structure.

[0005] To achieve the above object, this application provides the following technical solution: A pile - based slope ecological revetment engineering structure includes a slope body. The slope surface of the slope body is provided with equally - spaced revetment plates. A planting groove is opened inside each revetment plate. A diversion plate is fixedly connected to the upper surface of each revetment plate. A first docking block is fixedly connected to the top end of each revetment plate. A first docking groove is opened at the bottom of each revetment plate. Adjacent first docking blocks are respectively inserted into the first docking grooves. A second docking block is fixedly connected to the left side surface of each revetment plate. A second docking groove is opened at the right end of each revetment plate. Adjacent second docking blocks are respectively inserted into the second docking grooves. The bottom of the slope body is provided with equally - spaced bottom plates, and the top of the slope body is provided with equally - spaced top plates.

[0006] Through the above solution, since the existing slope protection plates have a relatively simple structure, they are prone to looseness and detachment under the influence of external forces during long-term use, with low stability, reducing the slope protection function. The slope runoff will scour the soil and water on the slope, leading to soil erosion and damaging the slope protection structure. By setting the first docking block, the first docking groove, the second docking block, and the second docking groove, it is possible to connect and reinforce adjacent slope protection plates, thereby improving the overall stability of the slope protection plates and enhancing the protection ability of the slope. By setting the deflector plate with a dovetail structure, it is possible to form a diversion channel between adjacent transverse deflector plates, thereby diverting the slope runoff, reducing the scour of the slope runoff on the slope, reducing soil erosion, and protecting the slope structure.

[0007] Furthermore, each of the slope protection plates is in a dovetail shape, each of the deflector plates is in a dovetail shape, and a diversion channel is formed between every two adjacent transverse deflector plates.

[0008] Through the above solution, the dovetail-shaped deflector plate can divert the slope runoff, causing the slope runoff to flow through the diversion channel between adjacent deflector plates, reducing the scour of the slope, and thus reducing soil erosion and protecting the slope structure.

[0009] Furthermore, the top ends of the bottom plates are respectively clamped into the bottoms of the lowermost slope protection plates, and a third docking block is fixedly connected to the top end of each bottom plate, and the third docking blocks are respectively inserted into the first docking grooves of the lowermost slope protection plates.

[0010] Through the above solution, the bottom plates are connected to the lowermost slope protection plates through the third docking blocks, increasing the overall stability of the bottom plates and the slope protection plates.

[0011] Furthermore, the bottom parts of the top plates are respectively sleeved on the tops of the uppermost slope protection plates, a third docking groove is formed inside each top plate, and the first docking blocks of the uppermost slope protection plates are respectively inserted into the third docking grooves.

[0012] Through the above solution, the top plates are connected to the uppermost slope protection plates through the third docking grooves, increasing the overall stability of the top plates and the slope protection plates.

[0013] Furthermore, a fourth docking block is fixedly connected to the left side surface of each top plate, a fourth docking groove is formed at the right end of each top plate, and the adjacent fourth docking blocks are respectively inserted into the fourth docking grooves.

[0014] Through the above solution, the adjacent top plates are connected through the fourth docking blocks and the fourth docking grooves, increasing the connection stability between the top plates.

[0015] Furthermore, a reinforcement cone is provided at the bottom of each slope protection plate, a reinforcement cone is provided at the bottom surface of each bottom plate, and a reinforcement cone is provided at the bottom surface of each top plate.

[0016] Through the above solution, the reinforcement cone can reinforce the slope protection plate, the bottom plate and the top plate, prevent the slope protection plate, the bottom plate and the top plate from loosening and shifting easily, improve the overall stability of the slope protection plate, the bottom plate and the top plate, and further optimize the protection effect on the slope surface.

[0017] Furthermore, a reinforcement plate is provided at the bottom of the slope body, and the outer surface of the reinforcement plate is in contact with the outer surface of the bottom plate.

[0018] Through the above solution, the bottom plate is supported by the reinforcement plate, improving the overall stability of the bottom plate and the slope protection plate.

[0019] Furthermore, the diversion plate is made of corrosion-resistant metal material, and an anti-rust coating is applied on the outer surface of the diversion plate.

[0020] Through the above solution, the diversion plate is prevented from rusting easily, improving the durability of the diversion plate.

[0021] Compared with the prior art, the technical solution of the present application has the following beneficial effects:

[0022] In this pile foundation type slope ecological revetment engineering structure, by setting the first docking block, the first docking groove, the second docking block and the second docking groove, the adjacent slope protection plates can be connected and reinforced. By setting the diversion plate with a dovetail structure, a diversion channel can be formed between adjacent transverse diversion plates, achieving the effect of improving the overall stability of the slope protection plate, further enhancing the protection ability of the slope protection plate for the slope surface, guiding the slope runoff, reducing the erosion of the slope surface by the slope runoff, reducing soil erosion, and protecting the slope structure, and solving the problems that the existing slope protection plates have low stability, the slope runoff will scour the soil and water on the slope, and damage the slope protection structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 is the overall three-dimensional structure diagram of the present application;

[0024] Figure 2 is the structure diagram of the diversion plate of the present application;

[0025] Figure 3 is the partial bottom view structure diagram of the present application;

[0026] Figure 4 is the structure diagram of the slope protection plate of the present application;

[0027] Figure 5 is the structure diagram of the top plate of the present application;

[0028] Figure 6 is the structure diagram of the bottom plate of the present application.

[0029] In the figure:

[0030] 1. Slope body; 2. Slope protection plate; 3. Planting groove; 4. Flow guide plate; 5. First docking block; 6. First docking groove; 7. Second docking block; 8. Second docking groove; 9. Bottom plate; 10. Third docking block; 11. Top plate; 12. Third docking groove; 13. Fourth docking block; 14. Fourth docking groove; 15. Reinforcement plate. Detailed implementation manners

[0031] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present application without creative efforts shall fall within the protection scope of the present application.

[0032] Please refer to Figure 1 , Figure 2 and Figure 4 , a pile - type slope ecological revetment engineering structure in this embodiment includes a slope body 1. The slope surface of the slope body 1 is provided with slope protection plates 2 arranged at equal intervals. A planting groove 3 is opened inside each slope protection plate 2. A flow guide plate 4 is fixedly connected to the upper surface of each slope protection plate 2. A first docking block 5 is fixedly connected to the top end of each slope protection plate 2, and a first docking groove 6 is opened at the bottom of each slope protection plate 2. Adjacent first docking blocks 5 are respectively inserted into the first docking grooves 6. A second docking block 7 is fixedly connected to the left side surface of each slope protection plate 2, and a second docking groove 8 is opened at the right end of each slope protection plate 2. Adjacent second docking blocks 7 are respectively inserted into the second docking grooves 8. The bottom of the slope body 1 is provided with bottom plates 9 arranged at equal intervals, and the top of the slope body 1 is provided with top plates 11 arranged at equal intervals.

[0033] Please refer to Figure 1 , Figure 2 and Figure 4 , each slope protection plate 2 is in a swallow - tail shape, each flow guide plate 4 is in a swallow - tail shape, and a flow guide channel is formed between every two adjacent flow guide plates 4 in the horizontal direction. The swallow - tail - shaped flow guide plate 4 can guide the surface runoff, enabling the surface runoff to flow through the flow guide channels between adjacent flow guide plates 4, reducing the erosion of the slope surface, thereby reducing soil erosion and protecting the slope surface structure.

[0034] Please refer to Figure 1 , Figure 2 and Figure 6 , the top ends of the bottom plates 9 are respectively clamped into the bottoms of the lowermost slope protection plates 2. A third docking block 10 is fixedly connected to the top end of each bottom plate 9, and the third docking block 10 is respectively inserted into the first docking groove 6 of the lowermost slope protection plate 2. The bottom plates 9 and the lowermost slope protection plates 2 are connected through the third docking blocks 10, increasing the overall stability of the bottom plates 9 and the slope protection plates 2.

[0035] Please refer to Figure 1 、 Figure 2 and Figure 5 , the bottom parts of the top plates 11 are respectively sleeved on the tops of the topmost slope protection plates 2. A third docking groove 12 is provided inside each top plate 11. The first docking blocks 5 of the topmost slope protection plates 2 are respectively inserted into the third docking grooves 12. The top plates 11 are connected to the topmost slope protection plates 2 through the third docking grooves 12, increasing the overall stability of the top plates 11 and the slope protection plates 2.

[0036] Please refer to Figure 1 、 Figure 2 and Figure 5 , a fourth docking block 13 is fixedly connected to the left side surface of each top plate 11, and a fourth docking groove 14 is provided at the right end of each top plate 11. The adjacent fourth docking blocks 13 are respectively inserted into the fourth docking grooves 14. The adjacent top plates 11 are connected through the fourth docking blocks 13 and the fourth docking grooves 14, increasing the stability of the connection between the top plates 11.

[0037] Please refer to Figure 3 , a reinforcing cone is provided at the bottom of each slope protection plate 2, a reinforcing cone is provided at the bottom surface of each bottom plate 9, and a reinforcing cone is provided at the bottom surface of each top plate 11. The reinforcing cones can reinforce the slope protection plates 2, the bottom plates 9 and the top plates 11, preventing the slope protection plates 2, the bottom plates 9 and the top plates 11 from loosening and shifting easily, improving the overall stability of the slope protection plates 2, the bottom plates 9 and the top plates 11, and further optimizing the protection effect on the slope surface.

[0038] Please refer to Figure 1 , a reinforcing plate 15 is provided at the bottom of the slope body 1, and the outer surface of the reinforcing plate 15 is in contact with the outer surface of the bottom plate 9. The bottom plate 9 is supported by the reinforcing plate 15, improving the overall stability of the bottom plate 9 and the slope protection plate 2.

[0039] Please refer to Figure 1 、 Figure 2 and Figure 4 , the flow guide plate 4 is made of corrosion-resistant metal material, and an anti-rust coating is applied on the outer surface of the flow guide plate 4, preventing the flow guide plate 4 from rusting easily and improving the durability of the flow guide plate 4.

[0040] A pile - based slope ecological revetment engineering structure in this embodiment, by setting the first docking block 5, the first docking groove 6, the second docking block 7 and the second docking groove 8, enables the connection and reinforcement between adjacent revetment plates 2. By setting the guide plate 4 with a dovetail structure, a flow - guiding channel can be formed between adjacent transverse guide plates 4, achieving the effect of improving the overall stability of the revetment plate 2, thereby enhancing the protection ability of the revetment plate 2 for the slope surface, guiding the slope runoff, reducing the scouring of the slope surface by the slope runoff, reducing soil erosion, and protecting the slope structure, and solving the problems that the existing revetment plate 2 has low stability, the slope runoff will scour the soil and water on the slope, and damage the revetment structure.

[0041] It should be noted that the positions of the reinforcement cones are adapted to the structures of the revetment plate 2, the bottom plate 9 and the top plate 11, and are evenly arranged on the bottom surfaces of the revetment plate 2, the bottom plate 9 and the top plate 11 to improve the stability of the revetment plate 2, the bottom plate 9 and the top plate 11.

[0042] The working principle of the above - mentioned embodiment is as follows:

[0043] The first docking block 5 and the first docking groove 6 can connect and fix the upper and lower adjacent revetment plates 2, and the second docking block 7 and the second docking groove 8 can connect and fix the left and right adjacent revetment plates 2. Under the combined action of the first docking block 5, the first docking groove 6, the second docking block 7 and the second docking groove 8, the revetment plates 2 are connected into a stable whole, avoiding loosening easily, and improving the protection effect on the slope surface. The bottom plate 9 and the top plate 11 can fill the incomplete parts at the bottom and top of the slope body 1, making the slope surface neat, and improving the integrity and stability of the revetment structure. The dovetail - shaped guide plate 4 can guide the slope runoff, enabling the slope runoff to flow through the flow - guiding channel between adjacent guide plates 4, reducing the scouring of the slope surface, and further reducing soil erosion and protecting the slope structure.

[0044] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "including", "comprising" or any other variant thereof is intended to cover non - exclusive inclusion, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not explicitly listed, or also includes elements inherent to this process, method, article or device. Without further limitation, an element defined by the statement "including a..." does not exclude the existence of another identical element in the process, method, article or device including the said element.

[0045] Although embodiments of the present application have been shown and described, it will be understood by those of ordinary skill in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A pile-based slope ecological bank protection engineering structure, comprising a slope body (1), characterized in that: The slope surface of the slope body (1) is provided with equally spaced slope protection plates (2), each of which is provided with a planting groove (3), the upper surface of each of which is fixedly connected with a guide plate (4), the top of each of which is fixedly connected with a first docking block (5), the bottom of each of which is provided with a first docking groove (6), adjacent first docking blocks (5) are respectively plugged into the first docking grooves (6), the left side of each of which is fixedly connected with a second docking block (7), the right end of each of which is provided with a second docking groove (8), adjacent second docking blocks (7) are respectively plugged into the second docking grooves (8), the bottom of the slope body (1) is provided with equally spaced bottom plates (9), and the top of the slope body (1) is provided with equally spaced top plates (11).

2. A pile foundation slope ecological bank protection engineering structure according to claim 1, characterized in that: Each of the slope protection plates (2) is in a dovetail shape, each of the guide plates (4) is in a dovetail shape, and a guide channel is formed between every two laterally adjacent guide plates (4).

3. The pile foundation type slope ecological bank protection engineering structure according to claim 1 is characterized by: The top of the bottom plate (9) is respectively inserted into the bottom of the bottommost slope protection plate (2), and the top of each bottom plate (9) is fixedly connected to a third docking block (10), and the third docking block (10) is respectively plugged into the first docking groove (6) of the bottommost slope protection plate (2).

4. The pile-based slope ecological bank protection engineering structure according to claim 1 is characterized by: The bottom of the top plate (11) is respectively sleeved on the top of the topmost slope protection plate (2), and a third docking groove (12) is provided inside each of the top plates (11), and the first docking blocks (5) of the topmost slope protection plate (2) are respectively plugged into the third docking grooves (12).

5. The pile-based slope ecological bank protection engineering structure according to claim 1 is characterized by: The left side surface of each top plate (11) is fixedly connected to a fourth docking block (13), the right end of each top plate (11) is provided with a fourth docking groove (14), and adjacent fourth docking blocks (13) are respectively plugged into the fourth docking grooves (14).

6. The pile-based slope ecological bank protection engineering structure according to claim 1 is characterized by: The bottom of each slope protection plate (2) is provided with a reinforcement cone, the bottom surface of each bottom plate (9) is provided with a reinforcement cone, and the bottom surface of each top plate (11) is provided with a reinforcement cone.

7. The pile-based slope ecological bank protection engineering structure according to claim 1 is characterized by: A reinforcing plate (15) is provided at the bottom of the ramp body (1), and the outer surface of the reinforcing plate (15) is in contact with the outer surface of the bottom plate (9).

8. The pile-based slope ecological bank protection engineering structure according to claim 1 is characterized by: The guide plate (4) is made of corrosion-resistant metal, and the outer surface of the guide plate (4) is coated with an anti-rust coating.

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