Water conservancy project slope protection structure

By designing multi-layered drainage components and reinforced slopes in the slope protection structure of water conservancy projects, the contradiction between flood discharge and maintaining rigidity of the slope protection structure was resolved, achieving both effective flood discharge and enhanced strength.

CN223535649UActive Publication Date: 2025-11-11FUJIAN CHUANYUNLI WATER CONSERVANCY CONSTR CO LTD
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Patent Information

Application Number
CN202423024696.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-09
Publication Date
2025-11-11
Estimated Expiration
2034-12-09

AI Technical Summary

Technical Problem

Existing water conservancy engineering slope protection structures, while preventing soil erosion, lack effective flood discharge structures and may affect slope hardness.

Method used

A slope protection structure for hydraulic engineering is designed, which adopts a combination of a first drainage component and a second drainage component. The height of the first drainage component is lower than that of the second drainage component. By arranging them at intervals and combining them with reinforced slopes, a multi-level flood discharge function is achieved, while simultaneously enhancing the slope strength.

Benefits of technology

It achieves effective flood discharge during high tide, while maintaining the hardness and strength of the slope, has early warning capabilities, and filters debris through a screen.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of slope protection, in particular to a water conservancy project slope protection structure which comprises a side slope, at least one protection brick is arranged on the side slope, and the protection bricks are connected through connecting pieces. A flood discharge assembly is arranged on the side slope and comprises a first drainage assembly arranged on the side slope and a second drainage assembly installed on the side slope. According to the device, through the design of the first drainage assembly and the second drainage assembly, when the flood tide occurs and the water surface reaches the first drainage assembly, the first drainage assembly can conduct drainage, when the flood tide is higher, the second drainage assembly can conduct secondary drainage, and therefore the flood discharge function can be achieved; the first drainage assembly is firstly arranged on the slope, then the second drainage assembly is arranged, and then the reinforcing slope is arranged, so that the strength of the whole slope protection is greatly enhanced, and the hardness of the whole slope is not affected too much.
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Description

Technical Field

[0001] This utility model relates to the field of slope protection technology, and in particular to a slope protection structure for water conservancy projects. Background Technology

[0002] Slope protection is a common type of water conservancy project. As riverbanks are eroded by water flow year after year, they will eventually collapse. To protect the safety of bridges and embankments, protective structures must be built on the slopes. These structures are called slope protection.

[0003] Currently, most water conservancy engineering slope protection structures generally involve laying bricks on the slope or planting vegetation on the slope. While this method can effectively prevent soil erosion, it lacks drainage and flood discharge structures when water levels rise sharply. To achieve the function of flood discharge, many slope protection structures now incorporate flood discharge structures within the slope. However, which flood discharge structures affect the overall slope hardness. Therefore, it is necessary to design a water conservancy engineering slope protection structure that does not significantly affect the slope hardness while also providing flood discharge. Utility Model Content

[0004] To solve the above-mentioned technical problems, this utility model provides a slope protection structure for water conservancy projects.

[0005] This utility model provides a slope protection structure for water conservancy projects, comprising: a slope, on which at least one protective brick is provided, and each protective brick is connected to the other by a connector; a flood discharge assembly is provided on the slope, the flood discharge assembly comprising a first drainage assembly disposed on the slope and a second drainage assembly installed on the slope; the height of the first drainage assembly is lower than the height of the second drainage assembly.

[0006] Preferably, the first drainage component includes a first drainage ditch opened on the slope, a first drainage pipe installed on the first drainage ditch, and a first screen provided on the first drainage ditch.

[0007] Preferably, the second drainage component includes a second drainage channel opened on the slope, a second drainage pipe installed on the second drainage channel, a transverse groove with the same length as the slope protection on the second drainage channel, and a second screen on the transverse groove.

[0008] Preferably, the first drainage component and the second drainage component are arranged at intervals on the slope, and there is at least one first drainage component and one second drainage component. A reinforcing slope is provided between the first drainage component and the second drainage component.

[0009] Preferably, the connector includes a groove formed on the protective brick and a connecting plate installed on the protective brick. The groove has a positioning hole, and the connecting plate has a connecting hole. Fixing nails are installed on the positioning hole and the connecting hole.

[0010] Preferably, a ladder is provided on the reinforced slope.

[0011] Compared with related technologies, the water conservancy engineering slope protection structure provided by this utility model has the following beneficial effects: Through the design of the first drainage component and the second drainage component, when the tide rises and the water surface reaches the first drainage component, the first drainage component can drain water. When the tide rises even higher, the second drainage component can drain water a second time, thus realizing the function of flood discharge.

[0012] Furthermore, because of the spaced layout of the first and second drainage components, the specific design method is to first set the first drainage component on the slope, then set the second drainage component, then set the reinforced slope, and then reset the first drainage component, and so on. This design is repeated several times, which greatly enhances the strength of the entire slope protection and does not significantly affect the hardness of the entire slope. Attached Figure Description

[0013] Figure 1 A perspective view of this utility model;

[0014] Figure 2 Top view of this utility model;

[0015] Figure 3 Side view of this utility model Figure 1 ;

[0016] Figure 4 Side view of this utility model Figure 2 .

[0017] The diagram labels are: 1. Slope; 2. Protective bricks; 3. Connector; 4. First screen; 5. Ladder; 6. Second screen.

[0018] 7. Second drainage trough; 8. First drainage pipe; 9. First drainage trough; 10. Second drainage pipe. Detailed Implementation

[0019] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the present utility model.

[0020] The specific implementation of this utility model will be described in detail below with reference to specific embodiments.

[0021] Please see Figures 1 to 4The present invention provides a water conservancy engineering slope protection structure, comprising: a slope 1, on which at least one protective brick 2 is provided, and each protective brick 2 is connected to each other by a connector 3; a flood discharge component is provided on the slope 1, the flood discharge component comprising a first drainage component provided on the slope 1 and a second drainage component installed on the slope 1; the height of the first drainage component is lower than the height of the second drainage component.

[0022] In this embodiment, through the design of the first drainage component and the second drainage component, when the tide rises and the water surface reaches the first drainage component, the first drainage component can drain water. When the tide rises even higher, the second drainage component can drain water a second time, thus achieving the function of flood discharge.

[0023] The first drainage component includes a first drainage channel 9 opened on the slope 1, a first drainage pipe 8 installed on the first drainage channel 9, and a first screen 4 provided on the first drainage channel 9.

[0024] In this embodiment, the first screen 4 can effectively remove impurities, thus having a filtering function.

[0025] The second drainage component includes a second drainage channel 7 opened on the slope 1, a second drainage pipe 10 installed on the second drainage channel 7, a transverse groove with the same length as the slope protection on the second drainage channel 7, and a second screen 6 installed on the transverse groove.

[0026] In this embodiment, the second screen 6 has the same function as the first screen 4. At the same time, through the design of the transverse groove, the receiving surface of the second drainage channel 7 is larger, which makes the flood discharge capacity stronger. In addition, based on the water output of the first drainage pipe 8 and the second drainage pipe 10, the tide situation can be known, so that a simple early warning can be given in case of flooding.

[0027] The first drainage component and the second drainage component are arranged alternately on the slope 1, with at least one of each. A reinforcing slope is provided between the first drainage component and the second drainage component.

[0028] In this embodiment, the first drainage component and the second drainage component are arranged at intervals. The specific design method is as follows: first, the first drainage component is set on the slope 1, then the second drainage component is set, then the reinforcing slope is set, and then the first drainage component is set again, and so on. This design is repeated several times, which greatly enhances the strength of the entire slope protection and does not affect the hardness of the entire slope 1.

[0029] The connector 3 includes a groove formed on the protective brick 2 and a connecting plate installed on the protective brick 2. The groove has a positioning hole and the connecting plate has a connecting hole. Fixing nails are installed on the positioning hole and the connecting hole.

[0030] In this embodiment, the protective bricks 2 can be connected together through the design of the connector 3, thus preventing the protective bricks 2 from being washed away.

[0031] Five ladders are installed on the reinforced slope.

[0032] The above description is merely an embodiment of this utility model and does not limit the patent scope of this utility model. Any equivalent structural or procedural transformations made based on the content of this utility model specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this utility model.

Claims

1. A slope protection structure for hydraulic engineering, comprising: The slope (1) is characterized in that at least one protective brick (2) is provided on the slope (1), and each protective brick (2) is connected to the other by a connector (3); A flood discharge assembly is provided on the slope (1), the flood discharge assembly including a first drainage assembly provided on the slope (1) and a second drainage assembly installed on the slope (1); The height of the first drainage component is lower than the height of the second drainage component.

2. The slope protection structure for hydraulic engineering according to claim 1, characterized in that, The first drainage component includes a first drainage ditch (9) opened on the slope (1), a first drainage pipe (8) installed on the first drainage ditch (9), and a first screen (4) provided on the first drainage ditch (9).

3. The slope protection structure for hydraulic engineering according to claim 1, characterized in that, The second drainage component includes a second drainage channel (7) opened on the slope (1), a second drainage pipe (10) installed on the second drainage channel (7), a transverse groove consistent with the length of the slope protection is provided on the second drainage channel (7), and a second screen (6) is provided on the transverse groove.

4. The slope protection structure for hydraulic engineering according to claim 1, characterized in that, The first drainage component and the second drainage component are arranged at intervals on the slope (1), and there is at least one of the first drainage component and the second drainage component.

5. A slope protection structure for hydraulic engineering according to claim 4, characterized in that, A reinforcing slope is provided between the first drainage component and the second drainage component.

6. The slope protection structure for hydraulic engineering according to claim 1, characterized in that, The connector (3) includes a groove formed on the protective brick (2) and a connecting plate installed on the protective brick (2). The groove has a positioning hole, and the connecting plate has a connecting hole. Fixing nails are installed on the positioning hole and the connecting hole.

7. A slope protection structure for hydraulic engineering according to claim 5, characterized in that, A ladder (5) is installed on the reinforced slope.