Water conservancy project protection slope structure

Abstract

The utility model discloses a water conservancy project protection slope structure which comprises a foundation and a slope surface arranged on the surface of the foundation, a protection mechanism is installed on the surface of the foundation and the slope surface, the protection mechanism is composed of a protection assembly A, a protection assembly B and a protection assembly C, and the protection assembly A is composed of a protection plate A and a plurality of through holes A; by means of the designed protection mechanism, the problems that when the circular water conservancy project protection slope operates, water and soil loss is caused due to the fact that water flow continuously impacts the bottom of the water conservancy project protection slope, and the protection capacity of the water conservancy project protection slope is reduced are solved; when water flow impacts the bottom of the water conservancy project protection slope, protection is conducted through the protection mechanism, the impact strength of the impacted water flow is sequentially reduced through the protection assembly A, the protection assembly B and the protection assembly C, the use protection performance of the water conservancy project protection slope is improved, and the service life of the protection mechanism is ensured.

Description

Technical Field

[0001] The utility model belongs to the technical field of protective slopes, and in particular relates to a protective slope structure for a water conservancy project. Background Art

[0002] The protection slope of a water conservancy project refers to a measure to protect the slope surface of embankments and cuttings that are exposed to the atmosphere and repeatedly affected by natural factors such as water, temperature, and wind, from damage such as peeling, breaking, scouring, or surface soil collapse.

[0003] In the existing water conservancy project protection slope, when the water flows, it directly impacts the bottom of the slope, which easily causes soil erosion in the lower area of ​​the slope, reducing the protection capacity of the protection slope. The soil in the upper area also slowly loses with the flow of water, causing the protection capacity of the entire slope to continue to decline. To solve this problem, the utility model proposes a water conservancy project protection slope structure. Utility Model Content

[0004] The purpose of the utility model is to provide a water conservancy project protection slope structure to solve the problem of insufficient protection of the water conservancy project protection slope proposed in the above background technology when in use.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a water conservancy project slope protection structure, comprising a foundation and a slope surface arranged on the surface of the foundation, wherein the foundation and the slope surface are installed with protective mechanisms, and the protective mechanisms are composed of a protective component A, a protective component B, and a protective component C, wherein the protective component A is composed of a protective plate A and a plurality of through holes A, and the plurality of through holes A are all opened on the inner side of the protective plate A, the protective component B is composed of a protective plate B and a plurality of through holes B, and the plurality of through holes B are opened on the inner side of the protective plate B, and the protective component B is arranged on the rear side of the protective component A, the protective component C is composed of a protective plate C and a plurality of through holes C, and the plurality of through holes C are all opened on the inner side of the protective plate C, and the protective component C is arranged on the rear side of the protective component B.

[0006] Preferably, the cross section of the protective plate A is a rectangular structure, and the cross section of the through hole A is a circular structure.

[0007] Preferably, the length dimensions of the protective plate B, the length dimensions of the protective plate A, and the length dimensions of the protective plate C are consistent.

[0008] Preferably, the diameter of the through hole C is smaller than the diameter of the through hole A, and the diameter of the through hole C is smaller than the diameter of the through hole B.

[0009] Preferably, a plurality of guide grooves are provided at the bottom ends of the protective plate A, the bottom ends of the protective plate B, and the bottom ends of the protective plate C, and the cross-section of the guide grooves is a rectangular structure.

[0010] Preferably, a plurality of support rods are fixed between the protective plate A, the protective plate B, and the protective plate C, and the support rods are cylindrical structures.

[0011] Preferably, the slope surface is composed of a plurality of pillars and a plurality of cross bars, and the plurality of pillars are respectively installed between the plurality of cross bars.

[0012] Compared with the prior art, the beneficial effects of the present invention are:

[0013] Through the designed protection mechanism, the circular water conservancy project protection slope is improved. During operation, the water flow continuously impacts the bottom of the water conservancy project protection slope, causing soil erosion and reducing the protection capacity of the water conservancy project protection slope. By setting a protection mechanism at the bottom of the water conservancy project protection slope, when the water flow impacts the bottom of the water conservancy project protection slope, the protection mechanism is used for protection, and the impact force of the impacting water flow is reduced in turn through the protection components A, B, and C, which not only increases the protection performance of the water conservancy project protection slope, but also ensures the service life of the protection mechanism. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a structural diagram of the utility model;

[0015] Figure 2 For this utility model Figure 1 A magnified schematic diagram of the A region in FIG;

[0016] Figure 3 This is a schematic structural diagram of the protective plate A of the present utility model;

[0017] In the figure: 1. Foundation; 2. Slope; 21. Pillar; 22. Crossbar; 3. Protection mechanism; 31. Protection component A; 311. Protection plate A; 311A. Guide trough; 312. Through hole A; 32. Protection component B; 321. Protection plate B; 322. Through hole B; 33. Protection component C; 331. Protection plate C; 331A. Support rod; 332. Through hole C. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0019] See also Figures 1 to 3The utility model provides a technical solution: a water conservancy project slope protection structure, including a foundation 1, a slope 2 arranged on the surface of the foundation 1, a protection mechanism 3 is installed on the surface of the foundation 1 and the slope 2, the protection mechanism 3 is composed of a protection component A31, a protection component B32, and a protection component C33, and the bottom of the protection slope is protected by the protection mechanism 3. The protection component A31 is composed of a protection plate A311 and a plurality of through holes A312. The plurality of through holes A312 are all opened on the inner side of the protection plate A311. The protective component B32 is composed of a protective plate B321 and a plurality of through holes B322. The plurality of through holes B322 are opened on the inner side of the protective plate B321. The protective component B32 is arranged on the rear side of the protective component A31. The protective component C33 is composed of a protective plate C331 and a plurality of through holes C332. The plurality of through holes C332 are opened on the inner side of the protective plate C331. The protective component C33 is arranged on the rear side of the protective component B32. By designing the protective mechanism 3, the circular water conservancy project protective slope is improved during operation. , because the water flow constantly impacts the bottom of the water conservancy project protection slope, soil erosion is caused, and the protection capacity of the water conservancy project protection slope is reduced. By setting a protection mechanism 3 at the bottom of the water conservancy project protection slope, when the water flow impacts the bottom of the water conservancy project protection slope, it is protected by the protection mechanism 3, and the impacting water flow is reduced in turn by the protection components A31, B32, and C33, which not only increases the protection performance of the water conservancy project protection slope, but also ensures the service life of the protection mechanism 3. The cross-section of the protection plate A311 is a rectangular structure, and the cross-section of the through hole A312 is a circular structure. The length dimensions of the protection plate B321, the length dimensions of the protection plate A311, and the length dimensions of the protection plate C331 are consistent. The diameter dimension of the through hole C332 is smaller than the diameter dimension of the through hole A312, and the diameter dimension of the through hole C332 is smaller than the diameter dimension of the through hole B322. The slope surface 2 is composed of multiple pillars 21 and multiple cross bars 22. The multiple pillars 21 are respectively installed between the multiple cross bars 22.

[0020] In this embodiment, preferably, the bottom end of the protective plate A311, the bottom end of the protective plate B321, and the bottom end of the protective plate C331 are all provided with a plurality of guide grooves 311A. The cross section of the guide groove 311A ​​is a rectangular structure. When the water flows through the guide groove 311A ​​to impact the protective plate A311, the protective plate B321, and the protective plate C331, the water flows out to the rear side through the through hole A312, the through hole B322, and the through hole C332. The water flows out smoothly through the guide grooves 311A ​​respectively opened at the bottom ends of the protective plate A311, the protective plate B321 and the protective plate C331. A plurality of support rods 331A are fixed between the protective plate A311, the protective plate B321 and the protective plate C331. The support rods 331A are cylindrical structures. The support rods 331A ensure the stability of the use of the protective plate C331, the protective plate B321 and the protective plate A311, and increase the ability to withstand the impact of water flow.

[0021] The working principle and use process of the present invention are as follows: during the use of the water conservancy project protection slope, the flowing water continuously impacts the bottom end of the water conservancy project protection slope. During the impact process, the water flow is initially resisted by the protective plate A311, and the impact force of the water flow is initially reduced through multiple through holes A312. The water flow is resisted twice by the protective plate B321, and the impact force is reduced twice through multiple through holes B322. The water flow is resisted three times by the protective plate C331, and the impact force is reduced three times through multiple through holes C332. In the process of resisting the impact force by the protective components A31, B32, and C33, the multiple guide grooves 311A ​​opened at the bottom ends of the protective plates A311, B321, and C331 ensure that the water flows smoothly into the river, so that in the process of the water flow impacting the bottom end of the water conservancy project protection slope, the protective components A31, B32, and C33 initially reduce the impact force of the water flow, thereby effectively protecting the bottom end of the water conservancy project protection slope.

[0022] Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A water conservancy project slope protection structure, comprising a foundation (1) and a slope surface (2) arranged on the surface of the foundation (1), characterized in that: The foundation (1) and the surface of the slope (2) are provided with a protective mechanism (3), the protective mechanism (3) consisting of a protective component A (31), a protective component B (32), and a protective component C (33), the protective component A (31) consisting of a protective plate A (311) and a plurality of through holes A (312), the plurality of through holes A (312) being provided on the inner side of the protective plate A (311), the protective component B (32) consisting of a protective plate B (321), a plurality of through holes A (312), and a plurality of through holes A (312). The protective assembly B (321) is provided with a plurality of through holes B (322), a plurality of through holes B (322) are provided on the inner side of the protective plate B (321), the protective assembly B (32) is provided on the rear side of the protective assembly A (31), the protective assembly C (33) is provided with a protective plate C (331) and a plurality of through holes C (332), a plurality of through holes C (332) are provided on the inner side of the protective plate C (331), and the protective assembly C (33) is provided on the rear side of the protective assembly B (32).

2. A water conservancy project protection slope structure according to claim 1, characterized in that: The cross section of the protective plate A (311) is a rectangular structure, and the cross section of the through hole A (312) is a circular structure.

3. The water conservancy project protection slope structure according to claim 1, characterized in that: The length of the protective plate B (321), the length of the protective plate A (311), and the length of the protective plate C (331) are consistent.

4. The water conservancy project protection slope structure according to claim 1, characterized in that: The diameter of the through hole C (332) is smaller than the diameter of the through hole A (312), and the diameter of the through hole C (332) is smaller than the diameter of the through hole B (322).

5. The water conservancy project protection slope structure according to claim 1, characterized in that: The bottom ends of the protective plate A (311), the bottom ends of the protective plate B (321), and the bottom ends of the protective plate C (331) are all provided with a plurality of guide grooves (311A), and the cross-section of the guide grooves (311A) is a rectangular structure.

6. The water conservancy project protection slope structure according to claim 1, characterized in that: A plurality of support rods (331A) are fixed between the protection plate A (311), the protection plate B (321), and the protection plate C (331), and the support rods (331A) are cylindrical structures.

7. The water conservancy project protection slope structure according to claim 1, characterized in that: The slope surface (2) is composed of a plurality of pillars (21) and a plurality of cross bars (22), and the plurality of pillars (21) are respectively installed between the plurality of cross bars (22).

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