CN217231670U

CN217231670U - Slope protection for hydraulic engineering

Info

Publication number: CN217231670U
Application number: CN202220421603.9U
Authority: CN
Inventors: 蒋小普; 钟操; 应志隆; 施博慧
Original assignee: Zhejiang Siwei Water Conservancy Design Co ltd
Current assignee: Zhejiang Siwei Water Conservancy Design Co ltd
Priority date: 2022-02-28
Filing date: 2022-02-28
Publication date: 2022-08-19
Anticipated expiration: 2032-02-28

Abstract

The utility model relates to a bank protection for hydraulic engineering, including concrete layer, track layer and slope protection brick, concrete layer is inclined plane form slant river course that has a down dip, and concrete layer is close to the river course end and is equipped with drainage canal and level extension face, and the concrete layer upper surface is equipped with the track layer along the inclined plane, and the track layer includes a plurality of parallel distribution's track, and the track cross-section is the mushroom, is equipped with the fretwork on the slope protection brick, and is equipped with the mushroom recess of indent under the slope protection stake on the terminal surface, through mushroom recess gomphosis track, fixes on concrete layer. The construction is quick and firm. Can meet the requirement on the stability of the surface layer of the side slope and can restore the damaged natural ecological environment.

Description

Slope protection for hydraulic engineering

Technical Field

The invention relates to a slope protection for hydraulic engineering.

Background

Ecological slope protection, which is a slope protection technology for supporting a slope or a side slope by basic knowledge of subjects such as comprehensive engineering mechanics, soil science, ecology, phytology and the like to form a comprehensive slope protection system consisting of plants or engineering and plants; after the excavation side slope is formed, the surface layer of the side slope is protected and reinforced by planting plants and utilizing the interaction (root anchoring effect) of the plants, rocks and soil bodies, so that the requirement on the stability of the surface layer of the side slope can be met, the slope protection mode of the damaged natural ecological environment can be recovered, and the method is an effective slope protection and slope fixing means.

Most of the existing revetments adopt cement or protective nets to protect the slope, and although the slope protection mode has the effect of slope protection, the protective nets or cement are adopted for the slope protection of the soil dams, so that the method is not suitable. The disadvantages are that: the structure is not firm and easy to swell to cause danger.

Disclosure of Invention

The invention aims to solve the defects in the prior art and provides a slope protection for hydraulic engineering.

In order to achieve the purpose, the invention adopts the following technical scheme: the utility model provides a bank protection for hydraulic engineering, includes concrete layer, track layer and slope protection brick, concrete layer is the slant river course that inclines down of inclined plane form, and concrete layer is close to river course end and is equipped with drainage canal and horizontal extension face, the concrete layer upper surface is equipped with the track layer along the inclined plane, the track layer includes a plurality of parallel distribution's track, the track cross-section is the mushroom form, be equipped with the fretwork on the slope protection brick, and be equipped with the mushroom form recess of indent on the terminal surface under the slope protection stake, through mushroom form recess gomphosis track, fix on concrete layer.

Further, the concrete layer lays the soil horizon between adjacent track to cover by the bank protection brick and push down, the fretwork of bank protection brick can supply the plant to insert soil growth.

Furthermore, two sides of the concrete layer are also provided with barrier layers, and steps are arranged on the barrier layers.

Further, the fretwork department that concrete layer corresponds the slope protection brick is equipped with the inserting groove, and one end is the plug, and the spliced pole that one end is the semicircle type passes the fretwork and inserts in the inserting groove.

Further, the hollow part is square, and the outer edge of the hollow part is a first inclined plane.

Furthermore, the lower end face of the semicircular shape is larger than the hollow part and covers the outer edge of the hollow part.

Further, the slope protection brick right side is the block groove, and the left side is the block arch, mutually supports and makes adjacent slope protection brick combination become wholly.

Furthermore, the drainage channel transversely penetrates through the track layer and is communicated with two sides of the concrete layer.

Further, the track layer and the concrete layer are integrally formed.

The invention has the beneficial effects that: firm in structure, difficult not hard up can plant trees, and the drainage is timely, and the structure of grafting post and slope protection brick can effectively alleviate the impact, reduces the spoondrift.

Drawings

Fig. 1 is a block diagram of the present patent.

Fig. 2 is a cross-sectional view of the present patent.

Fig. 3 is a sectional view of slope protection brick connection.

Fig. 4 is a cross-sectional view of a patch column connection.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to fig. 1 to 4 in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments.

Embodiment 1 refers to attached drawing 1-4, a slope protection for hydraulic engineering, including concrete layer 1, track layer 2 and bank protection brick 3, concrete layer is inclined plane form slant river course that has fallen down, and concrete layer is close to the river course end and is equipped with drainage canal 4 and horizontal extension face 5, the concrete layer upper surface is equipped with the track layer along inclined plane 18, the track layer includes a plurality of parallel distribution's track 6, the track cross-section is the mushroom, be equipped with fretwork 7 on the bank protection brick, and be equipped with the mushroom recess 8 of indent on the terminal surface under the bank protection stake, through mushroom recess gomphosis track, fix on concrete layer. The construction is quick and firm. Can meet the requirement on the stability of the surface layer of the side slope and restore the destroyed natural ecological environment

The utility model provides a slope protection for hydraulic engineering, concrete layer lays soil horizon 9 between adjacent track to cover by the bank protection brick and push down, the fretwork of bank protection brick can supply the plant to insert soil growth. The insertion columns and the soil layer by layer are designed at intervals.

The utility model provides a slope protection for hydraulic engineering, concrete layer's both sides still are equipped with barrier layer 10, are equipped with step 11 on the barrier layer.

The utility model provides a concrete layer corresponds the fretwork department of slope protection brick and is equipped with inserting groove 12 for the bank protection for hydraulic engineering, and one end is the plug, and one end is 19 spliced pole 13 of semicircle type and passes during the fretwork inserts inserting groove 12.

A slope protection for hydraulic engineering is hollowed into a square shape, and the outer edge of the hollowed-out shape is a first inclined plane 14. Avoid rotating, sound construction, convenient location.

A slope protection for hydraulic engineering is characterized in that the lower semicircular end face is larger than a hollow part and covers the outer edge of the hollow part. One end of the inserting column is fixedly connected with the inserting groove through cement, and the inserting column plays roles in reinforcing slope protection bricks and reducing impact of water due to the semicircular shape.

The utility model provides a bank protection for hydraulic engineering, the slope protection brick right side is block groove 15, and the left side is block arch 16, and the adjacent slope protection brick of mutually supporting messenger makes up into wholly. The structure is firmer.

A drainage channel of a slope protection for hydraulic engineering transversely penetrates through a track layer and is communicated with two sides of a concrete layer. The rainwater is prevented from collecting by facilitating drainage.

A slope protection for hydraulic engineering is composed of a track layer and a concrete layer. The structure is more firm, preparation convenient and fast.

A corresponding clamping bulge 16 or clamping groove 15 is arranged on the side surface of a barrier layer 10 corresponding to the clamping groove 15 or the clamping bulge 16.

A slope protection for hydraulic engineering, the horizontal extension face lower extreme is equipped with and strengthens guardrail 17.

The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be able to cover the technical scope of the present invention and the equivalent alternatives or modifications according to the technical solution and the inventive concept of the present invention within the technical scope of the present invention.

Claims

1. The utility model provides a bank protection for hydraulic engineering, includes concrete layer, track layer and slope protection brick, its characterized in that: the concrete layer is inclined plane form slant river course that has declined towards, and concrete layer is close to the river course end and is equipped with drainage canal and level extension face, and the concrete layer upper surface is equipped with along the track layer on inclined plane, and the track layer includes a plurality of parallel distribution's track, and the track cross-section is the mushroom form, is equipped with the fretwork on the slope protection brick, and is equipped with the mushroom form recess of indent under the bank protection stake on the terminal surface, through mushroom form recess gomphosis track, fixes on concrete layer.

2. The revetment for hydraulic engineering according to claim 1, wherein: the concrete layer is laid with a soil layer between adjacent tracks and covered and pressed by the slope protection bricks, and the hollows of the slope protection bricks can be used for plants to insert into the soil for growing.

3. The revetment for hydraulic engineering according to claim 1, wherein: and barrier layers are arranged on two sides of the concrete layer, and steps are arranged on the barrier layers.

4. The revetment for hydraulic engineering according to claim 1, wherein: the concrete layer corresponds the fretwork department of slope protection brick and is equipped with the inserting groove, and one end is the plug, and the spliced pole that one end is semicircle type passes the fretwork and inserts in the inserting groove.

5. The revetment for hydraulic engineering according to claim 4, wherein: the hollow part is square, and the outer edge of the hollow part is a first inclined plane.

6. The revetment for hydraulic engineering according to claim 5, wherein: the semicircular lower end surface is larger than the hollow part and covers the outer edge of the hollow part.

7. The revetment for hydraulic engineering according to claim 5, wherein: slope protection brick right side is the block groove, and the left side is the block arch, and the adjacent slope protection brick of mutually supporting messenger makes up into wholly.

8. The revetment for hydraulic engineering according to claim 1, wherein: the drainage channel crosses the track layer, intercommunication concrete layer both sides.

9. The revetment for hydraulic engineering according to claim 1, characterized in that: the track layer and the concrete layer are integrally formed.