Vegetation concrete bank protection structure

By designing alternately masonry concrete layers and sand and gravel walls, and setting concrete columns, piers and vegetation layers in the vegetation concrete retaining structure, the problem of poor water erosion and drainage of the existing retaining structure is solved, and the problem of poor water erosion and drainage is achieved. More efficient protection and more convenient maintenance.

CN222435196UActive Publication Date: 2025-02-07SHANXI LIUJIAN GRP CO LTD
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Patent Information

Application Number
CN202421232150.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-31
Publication Date
2025-02-07
Estimated Expiration
2034-05-31

AI Technical Summary

Technical Problem

The existing bank guard structure has limited effect in resisting water erosion and drainage, and is not easy to adapt to environmental changes, and is difficult to repair and replace, resulting in extended construction cycles, reduced efficiency and increased costs.

Method used

A planted concrete shore protection structure was designed to increase water seepage and stability by alternately masonrying concrete layers and sand and gravel walls, and concrete columns, piers and vegetation layers were set up in the structure to improve drainage troughs and planting troughs. Ability and environmental adaptability.

Benefits of technology

It improves the protection and drainage capacity of the bank guard structure, facilitates disassembly and installation, reduces the erosion of the river bank by rainwater, and enhances the stability and service life of the structure.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of channel bank slope construction, in particular to a vegetation concrete bank protection structure which comprises a first concrete wall, a first gravel soil wall is arranged at the rear end of the first concrete wall, a second concrete wall is arranged at one end of the first gravel soil wall, and a second gravel soil wall is arranged at one end of the second concrete wall. A third concrete wall is installed on one side of the second gravel soil wall, a first pouring column is installed in the middle of the third concrete wall, a second pouring column is installed at the bottom end of one side of the first pouring column, and a vegetation layer is laid at the top end of the third concrete wall. The structure is simple, drainage performance and stability are improved, meanwhile, the construction period is short, and cost is reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of channel bank slope construction, and specifically to a vegetated concrete bank protection structure. Background Art

[0002] In order to protect the original bank slope from the impact and erosion of waves and rivers, as well as the collapse caused by soil pressure and groundwater seepage pressure, the bank protection structure adopts the method of masonry reinforcement. In urban rivers, common types of bank protection include block stone retaining walls and concrete retaining walls. These structures have limited effects in resisting water erosion and drainage, and are not easy to adapt to environmental changes. They are inconvenient to replace and repair, resulting in extended construction period, reduced efficiency, and increased costs. For this reason, we have designed a new planted concrete bank protection structure. Utility Model Content

[0003] In view of the shortcomings of the prior art, the purpose of the utility model is to provide a vegetated concrete bank protection structure to improve the protection and drainage capacity, while facilitating disassembly and installation to prevent rainwater from scouring the river bank.

[0004] In order to achieve the above-mentioned purpose, the utility model improves a vegetation concrete bank protection structure, including a first concrete wall, a first gravel and soil wall is arranged at the rear end of the first concrete wall, a second concrete wall is arranged at one end of the first gravel and soil wall, a second gravel and soil wall is arranged at one end of the second concrete wall, a third concrete wall is installed on one side of the second gravel and soil wall, a first casting column is installed in the middle of the third concrete wall, a second casting column is installed at the bottom end of one side of the first casting column, and a vegetation layer is laid on the top of the third concrete wall.

[0005] As a further improvement of the present invention, a stopper is provided on the top of the third concrete wall, and the stopper is evenly distributed on the top of the third concrete wall.

[0006] As a further improvement of the present invention, the third concrete wall end is provided with a concrete pier and a concrete column.

[0007] As a further improvement of the present invention, steps are provided on the first concrete wall.

[0008] As a further improvement of the utility model, a drainage groove and a planting groove are provided at the upper end of the vegetation layer.

[0009] Compared with the prior art, the beneficial effects of the present invention are:

[0010] The utility model adopts multiple structures to form a vegetated concrete bank protection structure, and adopts alternate masonry of concrete layers and sand and gravel earth walls to increase the water permeability of the bank protection structure and prevent the erosion of the lower layer by the upper rainwater. Concrete columns are used for oblique support in the middle of the third concrete wall to increase the supporting force of the concrete and ensure the stability of the bank protection structure. At the same time, concrete piers and concrete columns inserted under the foundation are used to further ensure the stability of the bank protection structure. A vegetation layer is arranged on the surface, and drainage grooves and planting grooves are opened to increase drainage. At the same time, vegetation is planted to protect the bank protection structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] The drawings constituting a part of this application are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the drawings:

[0012] Figure 1 It is a schematic diagram of the structure of the utility model;

[0013] Figure 2 This is a schematic diagram of the vegetation layer structure of the utility model;

[0014] In the figure - 1, vegetation layer; 2, first gravel and earth wall; 3, steps; 4, concrete piers; 5, third concrete wall; 6, concrete columns; 7, first casting columns; 8, second casting columns; 9, blocks; 10, second concrete wall; 11, first concrete wall; 12, drainage troughs; 13, planting troughs; 14, second gravel and earth wall. DETAILED DESCRIPTION

[0015] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present application may be combined with each other.

[0016] In order to enable those skilled in the art to better understand the solution of the present application, the technical solution in the embodiment of the present application will be clearly and completely described below in combination with the embodiment of the present application. Obviously, the described embodiment is only a part of the embodiment of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in the field without creative work should fall within the scope of protection of the present application.

[0017] like Figure 1 , 2As shown, a vegetation concrete revetment structure includes a first concrete wall 11, a first gravel soil wall 2 is arranged at the rear end of the first concrete wall 11, a second concrete wall 10 is arranged at one end of the first gravel soil wall 2, a second gravel soil wall 14 is arranged at one end of the second concrete wall 10, a third concrete wall 5 is installed on one side of the second gravel soil wall 14, a first casting column 7 is installed in the middle of the third concrete wall 5, a second casting column 8 is installed at the bottom end of one side of the first casting column 7, and a vegetation layer 1 is laid on the top of the third concrete wall 5. The utility model adopts multi-layer casting materials, the first gravel soil wall 2 and the second gravel soil wall 14 increase the drainage of the revetment structure, and the first concrete wall 11, the second concrete wall 10 and the third concrete wall 5 increase the stability of the revetment structure. At the same time, the provision of the vegetation layer 1 helps to plant plants and prevent soil erosion.

[0018] As a further improvement of the present invention, a stopper 9 is provided on the top of the third concrete wall 5, and the stopper 9 is evenly distributed on the top of the third concrete wall 5. The stopper 9 can prevent the soil loss of the bottom layer of the vegetation layer 1.

[0019] As a further improvement of the present invention, the third concrete wall 5 is provided with a concrete pier 4 and a concrete column 6 at its end. Installing the concrete pier 4 and the concrete column 6 at the bottom of the vegetation concrete revetment structure and burying them deep in the foundation can effectively increase the overall stability of the revetment structure and increase the service life of the revetment structure.

[0020] As a further improvement of the present invention, the first concrete wall 11 is provided with steps 3. The first concrete wall 11 is provided with steps 3 to prevent people from falling into the water and climbing up to save themselves with the help of the steps 3.

[0021] As a further improvement of the present invention, a drainage groove 12 and a planting groove 13 are provided at the upper end of the vegetation layer 1. The drainage groove 12 provided on the vegetation layer 1 can effectively drain excess water, and the planting groove 13 can plant vegetation to improve the survival rate of the vegetation.

[0022] The above description is only the preferred embodiment of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A planted concrete bank protection structure, characterized in that: It includes a first concrete wall, a first gravel and earth wall is arranged at the rear end of the first concrete wall, a second concrete wall is arranged at one end of the first gravel and earth wall, a second gravel and earth wall is arranged at one end of the second concrete wall, a third concrete wall is installed on one side of the second gravel and earth wall, a first casting column is installed in the middle of the third concrete wall, a second casting column is installed at the bottom end of one side of the first casting column, and a vegetation layer is laid on the top of the third concrete wall.

2. The planted concrete revetment structure according to claim 1, characterized in that: The top of the third concrete wall is provided with a stopper, and the stoppers are evenly distributed on the top of the third concrete wall.

3. The planted concrete bank protection structure according to claim 1, characterized in that: The third concrete wall end is provided with a concrete pier and a concrete column.

4. The planted concrete bank protection structure according to claim 1, characterized in that: The first concrete wall is provided with steps.

5. The planted concrete bank protection structure according to claim 1, characterized in that: A drainage trough and a planting trough are provided at the upper end of the vegetation layer.