Ecological bank protection structure suitable for hydrophilic footpath

Abstract

An ecological bank protection structure suitable for a hydrophilic footpath comprises two rows of timber piles, the timber piles in each row are densely arranged, the upper ends of every two adjacent timber piles are arranged in a tooth shape, a gabion is arranged on the timber piles, two grooves are formed in the bottom of the gabion, the two rows of timber piles are inserted into the grooves of the gabion respectively, and the two rows of timber piles are inserted into the grooves of the gabion respectively. Connecting plates are arranged on the two sides of the gabion, a pedal is arranged on the gabion, a guardrail is arranged on the outer side of the pedal, a retaining groove is formed in the other side of the pedal, anchor rods are arranged at the retaining groove, a slope protection is arranged on the outer side of the retaining groove, and a vegetation net is arranged on the slope protection. The tops of the timber piles and the bottoms of the gabions are constantly immersed in water, dry-wet cycle decay is avoided, preservative treatment is not needed, and environmental pollution is completely eradicated; the tooth-shaped arrangement of the two rows of timber piles enhances the occlusal force, the gabions are fixed to the timber piles through the grooves, the slippage risk is reduced, the connecting plates on the two sides of the gabions and the pedals form a semi-surrounding structure, gabion deformation is further limited, and the overall stability is improved.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy engineering, and in particular to an ecological revetment structure suitable for waterfront walkways. Background Technology

[0002] Traditional riverbank revetments are mostly made of masonry or reinforced concrete, which are relatively expensive and have poor ecological and aesthetic effects. To address these shortcomings, the industry has adopted ecological revetments primarily using pine piles. Pine piles are inserted into the riverbank soil, relying on their own friction and supporting force to enhance the stability of the revetment. Because pine piles have a certain degree of permeability, they can provide initial purification of rainwater, creating a favorable habitat for riparian plants.

[0003] However, in areas with fluctuating water levels, the tops of the pine piles are repeatedly exposed to the air, making them prone to rotting. Currently, carbonization or soaking in preservatives is often used for corrosion prevention, but this is costly and can easily cause secondary environmental pollution. At the same time, the soil on the sloping bank can slip, exerting a pushing force on the piles, ultimately leading to the collapse of the revetment. To solve the above problems, an ecological revetment structure suitable for waterfront walkways is proposed. Utility Model Content

[0004] The purpose of this invention is to solve the problems of existing wooden piles being prone to rotting and existing revetments being prone to collapse.

[0005] The present invention adopts the following technical solution:

[0006] An ecological revetment structure suitable for waterfront walkways includes wooden piles arranged in two rows, with each row having densely packed piles and adjacent piles having serrated upper ends. Gabions are installed on the piles, and the bottom of each gabion has two grooves into which the two rows of piles are inserted. Connecting plates are installed on both sides of the gabion, and a footboard is installed on the gabion. A guardrail is installed on the outside of the footboard, and a retaining groove is installed on the other side of the footboard. An anchor rod is installed in the retaining groove, and a slope is installed on the outside of the retaining groove. A vegetation net is installed on the slope.

[0007] Furthermore, one row of wooden stakes is located on the riverbank, and the other row is located on the inner side of the riverbank. The higher stakes of the toothed wooden stakes on the riverbank are connected to the bottom of the guardrail via connecting fasteners. The guardrail is located on the outer side of the wooden stakes, and the middle part of the guardrail is connected to the outer side of the tread. The connecting plates on both sides of the gabion are fixedly connected to the tread. The connecting plates and the tread form a semi-enclosed space, and the gabion is located within the semi-enclosed space to reduce the deformation of the gabion.

[0008] Furthermore, the side of the gabion away from the riverbank is an inclined slope, and the triangular area on the side of the slope and the gabion is a retaining groove. The connecting plate on the gabion away from the riverbank is located in the retaining groove. Anchor rods are installed on the connecting plate by bolts. The anchor rods are inserted into the soil at an angle perpendicular to the slope. There are gravel at the bottom of the retaining groove, and the middle and upper part of the retaining groove is soil planted with flowers and grass to prevent the soil in the retaining groove from slipping and reduce the impact on the gabion.

[0009] Furthermore, the gabion is a metal hollow structure filled with stones. The gabion is supported on wooden stakes by grooves at the bottom, and the bottom of the gabion is located on the land of the riverbank.

[0010] Furthermore, the top of the wooden stakes and the bottom of the gabion are below the normal water level, while the treads are above the high water level and always protrude from the water surface, with multiple treads forming a waterfront walkway.

[0011] The beneficial effects of this utility model are:

[0012] The gabion's structure, with its top and bottom constantly submerged in water, prevents rotting through repeated wetting and drying, eliminating the need for preservatives and preventing environmental pollution. The toothed arrangement of the two rows of wooden piles enhances the interlocking force, and the gabion is fixed to the piles via grooves, reducing the risk of slippage. The connecting plates on both sides of the gabion and the footboard form a semi-enclosed structure, further limiting gabion deformation and improving overall stability. Anchor bolts are vertically inserted into the slope soil, effectively preventing soil slippage and bank collapse. The gabion's permeable structure enhances permeability, preventing structural damage caused by prolonged soaking. The permeability of the gabion facilitates the initial purification of rainwater, providing a good habitat for riparian plants. Planting flowers and grasses on the slope and retaining troughs enhances soil and water conservation capabilities and improves the landscape effect. The footboard forms a stable waterfront walkway, making it convenient for pedestrians to get close to the water. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the overall structure of an ecological revetment structure suitable for waterfront walkways, which is a utility model.

[0014] Figure 2 A three-dimensional structural diagram of an ecological bank protection structure suitable for waterfront walkways, for utility model purposes;

[0015] Figure 3 This is a partial structural diagram of an ecological bank protection structure suitable for waterfront walkways, which is a utility model.

[0016] Figure 4 This is a partial structural diagram of an ecological bank protection structure suitable for waterfront walkways, which is a utility model.

[0017] In the diagram: 1. Wooden stake; 2. Gabion; 3. Connecting plate; 4. Guardrail; 5. Step; 6. Retaining groove; 7. Anchor bolt; 8. Slope protection; 9. Vegetation net; a. Normal water level; b. High water level. Detailed Implementation

[0018] The technical solution of this utility model will now be clearly and completely described with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0019] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0020] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances. Furthermore, the technical features involved in the different embodiments of this utility model described below can be combined with each other as long as they do not conflict with each other.

[0021] Example 1

[0022] This utility model provides an ecological revetment structure suitable for waterfront walkways, including wooden piles 1, which are arranged in two rows. The wooden piles 1 in each row are densely arranged, and the upper ends of two adjacent wooden piles 1 are arranged in a toothed pattern. A gabion 2 is set on the wooden piles 1. The bottom of the gabion 2 has two grooves. The two rows of wooden piles 1 are respectively inserted into the grooves of the gabion 2. Connecting plates 3 are set on both sides of the gabion 2. A footboard 5 is set on the gabion 2. A guardrail 4 is set on the outside of the footboard 5. A retaining groove 6 is set on the other side of the footboard 5. An anchor rod 7 is set at the retaining groove 6. A slope protection 8 is set on the outside of the retaining groove 6. A vegetation net 9 is set on the slope protection 8.

[0023] Furthermore, one row of wooden stakes 1 is located on the riverbank, and the other row is located on the inner side of the riverbank. The higher wooden stakes 1 of the toothed wooden stakes 1 located on the riverbank are connected to the bottom of the guardrail 4 by connecting fasteners. The guardrail 4 is located on the outer side of the wooden stakes 1. The middle part of the guardrail 4 is connected to the outer side of the step plate 5. The connecting plates 3 on both sides of the gabion 2 are fixedly connected to the step plate 5. The connecting plates 3 and the step plate 5 form a semi-enclosed space. The gabion 2 is located in the semi-enclosed space to reduce the deformation of the gabion 2.

[0024] Furthermore, the side of the gabion 2 away from the riverbank is an inclined slope 8. The triangular area on the side of the slope 8 and the gabion 2 is a retaining groove 6. The connecting plate 3 on the gabion 2 away from the riverbank is located in the retaining groove 6. Anchor rods 7 are installed on the connecting plate 3 by bolts. The anchor rods 7 are inserted into the soil at an angle perpendicular to the slope 8. There are gravel at the bottom of the retaining groove 6. The middle and upper part of the retaining groove 6 is soil planted with flowers and grass to prevent the soil in the retaining groove 6 from slipping and reduce the impact on the gabion 2.

[0025] Furthermore, the gabion 2 is a metal openwork structure filled with stones. The gabion 2 is placed on the wooden pile 1 through the groove at the bottom, and the bottom of the gabion 2 is located on the land of the riverbank.

[0026] Furthermore, the top of the wooden stake 1 and the bottom of the gabion 2 are below the normal water level, while the stepping stone 5 is above the high water level and always protrudes from the water surface. Multiple stepping stones 5 form a waterfront walkway.

[0027] Furthermore, the connecting plate 3 is a perforated plate to facilitate the passage of water.

[0028] Working principle:

[0029] In use, first drive two rows of wooden stakes 1 into the riverbank, one row at the riverbank and the other on the inner side of the riverbank. Both rows of wooden stakes 1 are arranged in a dense, toothed pattern. Place the gabion 2, filled with stones, onto the two rows of wooden stakes 1 through the two grooves at the bottom. At this point, the bottom of the gabion 2 is in contact with the soil, and soil is inserted into the gabion 2 to fill the gaps. Then, place the footboard 5 and connecting plate 3 on the gabion 2, using a semi-enclosed structure to wrap the gabion 2 and prevent deformation. The top of the wooden stakes 1 and the bottom of the gabion 2 are below the normal water level, while the footboard 5 is above the high water level, always protruding above the water surface. Multiple footboards 5 form a... For the water walkway, the bottom of the guardrail 4, which is fixedly connected to the step 5, is connected to the higher part of the wooden stake 1 using fasteners. This secures the connection between the wooden stake 1, the step 5, and the guardrail 4. After the connection is complete, anchor rods 7 are inserted into the soil in the retaining grooves 6 of the triangular area on the side of the slope 8 and the gabion 2. The anchor rods 7 are then bolted to the connecting plate 3 on the gabion 2 away from the riverbank to fix the soil in the retaining grooves 6 and prevent the soil from slipping and squeezing the gabion 2. Gravel and soil are then added to the retaining grooves 6. Finally, vegetation netting 9 is placed on the slope 8 to form an ecological bank protection structure and prevent the soil on the slope 8 from slipping.

[0030] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. The various components mentioned in this utility model are common technologies in the existing field. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. An ecological revetment structure suitable for waterfront walkways, characterized in that, The system includes two rows of wooden stakes (1), each row of which is densely packed with the upper ends of two adjacent stakes (1) arranged in a toothed pattern. A gabion (2) is installed on the stakes (1), and the bottom of the gabion (2) has two grooves. The two rows of stakes (1) are inserted into the grooves of the gabion (2). Connecting plates (3) are installed on both sides of the gabion (2). A footboard (5) is installed on the gabion (2). A guardrail (4) is installed on the outside of the footboard (5). A retaining groove (6) is installed on the other side of the footboard (5). An anchor rod (7) is installed at the retaining groove (6). A slope protection (8) is installed on the outside of the retaining groove (6). A vegetation net (9) is installed on the slope protection (8).

2. The ecological revetment structure suitable for waterfront walkways according to claim 1, characterized in that, One row of wooden stakes (1) is located on the riverbank, and the other row is located on the inner side of the riverbank. The higher wooden stake (1) of the toothed wooden stakes (1) on the riverbank is connected to the bottom of the guardrail (4) by connecting fasteners. The guardrail (4) is located on the outside of the wooden stakes (1). The middle part of the guardrail (4) is connected to the outside of the footboard (5). The connecting plates (3) on both sides of the gabion (2) are fixedly connected to the footboard (5). The connecting plates (3) and the footboard (5) form a semi-enclosed space. The gabion (2) is located in the semi-enclosed space to reduce the deformation of the gabion (2).

3. The ecological revetment structure suitable for waterfront walkways according to claim 2, characterized in that, The side of the gabion (2) away from the riverbank is an inclined slope (8). The triangular area on the side of the slope (8) and the gabion (2) is a retaining groove (6). The connecting plate (3) on the gabion (2) away from the riverbank is located in the retaining groove (6). Anchor rods (7) are installed on the connecting plate (3) by bolts. The anchor rods (7) are inserted into the soil at an angle perpendicular to the slope (8). There are gravel at the bottom of the retaining groove (6). The middle and upper part of the retaining groove (6) is soil planted with flowers and grass to prevent the soil in the retaining groove (6) from slipping and reduce the impact on the gabion (2).

4. An ecological revetment structure suitable for waterfront walkways according to claim 3, characterized in that, The gabion (2) is a metal hollow structure filled with stones. The gabion (2) is placed on the wooden stake (1) through the groove at the bottom. The bottom of the gabion (2) is located on the land on the riverbank.

5. An ecological revetment structure suitable for waterfront walkways according to claim 4, characterized in that, The top of the wooden stake (1) and the bottom of the gabion (2) are below the normal water level, while the treads (5) are above the high water level and are always exposed above the water surface. Multiple treads (5) form a waterfront walkway.

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