CN219430661U - River course is administered with anti-shock slope protection - Google Patents
River course is administered with anti-shock slope protection Download PDFInfo
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- CN219430661U CN219430661U CN202320383210.8U CN202320383210U CN219430661U CN 219430661 U CN219430661 U CN 219430661U CN 202320383210 U CN202320383210 U CN 202320383210U CN 219430661 U CN219430661 U CN 219430661U
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- slope protection
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The utility model discloses an anti-impact slope protection for river course treatment, which comprises a river course slope body, wherein the slope surface of the river course slope body is provided with a slope protection structure, the slope protection structure is provided with a first casting type slope protection stone and a second casting type slope protection stone, the first casting type slope protection stone and the second casting type slope protection stone are in butt joint with each other, and the anti-impact slope protection device has the beneficial effects that in the working process, firstly, the first casting type slope protection stone and the second casting type slope protection stone are mutually matched and connected, so that a plurality of first casting type slope protection stone and the second casting type slope protection stone are tiled on the slope surface for protection, then, the first casting type slope protection stone and the second casting type slope protection stone can be vertically embedded in the slope protection stone through the arranged anti-impact upright post, the impact force of river course can be effectively blocked, and meanwhile, the plant planted on the slope surface can be conveniently protected, and the river course treatment environment can be better improved.
Description
Technical Field
The utility model relates to an impact-resistant slope protection structure for river management, in particular to an impact-resistant slope protection structure for river management.
Background
The revetment is a facility which is built at the junction of the water body edge and land, is firmly manufactured by using engineering measures to process the shore, and is protected from being damaged by various natural factors and human factors, and the water body in landscape gardens is protected. In order to enhance the flood control capability of the river channel and improve the safety and stability of the slope protection of the river channel, the slope protection of the river channel is generally required to be reinforced.
The utility model discloses a water conservancy river slope protection with the publication number of CN216839269U, which comprises a slope body, wherein a slope protection plate is arranged on the slope surface of the slope body, a plurality of through holes are arranged on the slope protection plate, and the extending direction of the through holes is perpendicular to the slope surface of the slope body; a plant box is embedded in the through hole, and a box opening of the plant box is away from the slope surface of the slope body; the bottom of the plant box is connected with a sliding piece in a sliding way, and the sliding direction of the sliding piece is parallel to the slope surface of the slope body; one end of the sliding piece extends into the plant box and is provided with a limiting piece for abutting against the inner bottom wall of the plant box, and the other end of the sliding piece extends out of the plant box and is provided with a plugboard for being inserted into the slope;
the device has certain drawback when using, and the device adopts the slope protection board to protect domatic, because domatic area is great, when adopting the slope protection board protection, appears damaging, and replacement cost is big, and secondly, the slope protection board can not flow the flow to turbulent water flow, can't lead to the slope protection board to damage easily to the rivers impact to slow down the velocity of flow of water flow, thereby have certain influence.
Disclosure of Invention
In order to solve the problems, the utility model provides an impact-resistant slope protection for river management, which is realized by the following technical scheme.
The utility model provides a river course is administered with anti-shock slope protection, includes the river course slope body, the domatic slope of river course slope body is provided with the slope protection structure, the slope protection structure is provided with first casting type bank protection stone and second casting type bank protection stone, first casting type bank protection stone and second casting type bank protection stone are a plurality of two liang of butt joints, casting spacing groove has all been seted up to the central point at first casting type bank protection stone and second casting type bank protection stone top, rhizome plant planting hole has been seted up to the inner wall central point of casting spacing groove, the inner wall fixed embedding of casting spacing groove is connected with the stand that shocks resistance, the water conservancy diversion notch has been seted up to the surface of shock resistance stand, and the water conservancy diversion notch is four that the annular distributes.
Further, the first casting type slope protection stone and the second casting type slope protection stone are square structures, butt joint type positioning notch is formed in the top of the first casting type slope protection stone, the butt joint type positioning notch is four in annular distribution, and butt joint type positioning bolts are fixedly connected to the positions of the four sides of the periphery of the second casting type slope protection stone.
Further, the butt joint type positioning bolt is connected with the butt joint type positioning notch in an embedded mode, a first through positioning hole is formed in the inner wall of the butt joint type positioning notch, and a second through positioning hole is formed in the top of the butt joint type positioning bolt.
Further, when the first casting type slope protection stone block and the second casting type slope protection stone block are in butt joint installation, the first through positioning hole and the second through positioning hole are concentric.
Further, the anti-impact upright post is poured in the casting limit groove, and the installation direction of the anti-impact upright post is vertical upwards.
The device has the beneficial effects that in the working process, the first casting type slope protection stone and the second casting type slope protection stone are mutually matched and connected, so that a plurality of first casting type slope protection stone and second casting type slope protection stone are paved on a slope for protection, then the first casting type slope protection stone and the second casting type slope protection stone can be vertically embedded into the first casting type slope protection stone and the second casting type slope protection stone through the arranged impact-resistant upright posts, the impact force of river water flow can be effectively blocked, meanwhile, plants planted on the slope can be protected conveniently, and the river treatment environment can be better improved.
Drawings
In order to more clearly illustrate the technical solutions of the present utility model, the drawings that are needed in the description of the specific embodiments will be briefly described below, it being obvious that the drawings in the following description are only some examples of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1: the utility model discloses a structural schematic diagram of an anti-impact slope protection for river management;
fig. 2: the connecting structure of the first casting type slope protection stone and the second casting type slope protection stone is schematically shown;
fig. 3: the utility model is shown in top view in fig. 2.
The reference numerals are as follows:
1. river channel slope;
2. a first casting type slope protection stone block; 201. a butt-joint type positioning notch; 2011. a first through positioning hole;
3. a second casting type slope protection stone block; 301. butt-joint type positioning pins; 3011. the second penetrating positioning hole;
4. casting a limit groove; 401. a rhizome plant planting hole;
5. an impact-resistant upright; 501. a diversion notch.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1-3, the present utility model has the following specific examples.
Examples:
the utility model provides a river course is administered with anti-shock slope protection, including river course slope 1, river course slope 1's domatic being provided with slope protection structure, slope protection structure is provided with first casting type bank protection stone 2 and second casting type bank protection stone 3, first casting type bank protection stone 2 and second casting type bank protection stone 3 are a plurality of two liang of butt joint, casting spacing groove 4 has all been seted up to the central point at first casting type bank protection stone 2 and second casting type bank protection stone 3 tops, rhizome plant planting hole 401 has been seted up to the inner wall central point of casting spacing groove 4, the inner wall fixed embedding of casting spacing groove 4 is connected with anti-shock stand 5, water conservancy diversion notch 501 has been seted up to the surface of anti-shock stand 5, and water conservancy diversion notch 501 is four of annular distribution.
Through adopting above-mentioned technical scheme, when using the device, at first, use the first casting type bank protection stone 2 of a plurality of and the 3 concatenation tiling of second casting type bank protection stone on domatic, then use the vertical ascending embedding of shock resistance stand 5 to install in the inside of casting spacing groove 4, four water conservancy diversion notch 501 that shock resistance stand 5 surface set up can lead the drainage to the rivers of striking, prevent the one-way slope that strikes of rivers, thereby the dynamics that can effectually less rivers strike, simultaneously, rhizome plant planting hole 401 that first casting type bank protection stone 2 and the 3 tops of second casting type bank protection stone all set up can be convenient for plant rhizome plant, shock resistance stand 5 can protect the plant of planting, make its survival rate increase, thereby improvement river course treatment environment that can be better.
Specifically, the first casting type slope protection stone block 2 and the second casting type slope protection stone block 3 are square structures, the top of the first casting type slope protection stone block 2 is provided with docking type positioning notch 201, the docking type positioning notch 201 is four in annular distribution, and docking type positioning bolts 301 are fixedly connected to the positions of the four sides of the periphery of the second casting type slope protection stone block 3.
The butt joint type positioning bolt 301 is connected with the butt joint type positioning notch 201 in an embedded mode, a first through positioning hole 2011 is formed in the inner wall of the butt joint type positioning notch 201, and a second through positioning hole 3011 is formed in the top of the butt joint type positioning bolt 301.
When the first casting type slope protection stone block 2 and the second casting type slope protection stone block 3 are installed in a butt joint mode, the first through positioning hole 2011 and the second through positioning hole 3011 are concentric.
Through adopting above-mentioned technical scheme, can make and dock the installation between first casting type bank protection stone 2 and the second casting type bank protection stone 3, the butt joint location bolt 301 that second casting type bank protection stone 3 set up promptly can imbed the butt joint location notch 201 inside that first casting type bank protection stone 2 set up, simultaneously, after the butt joint, first through locating hole 2011 is concentric with second through locating hole 3011, thereby can be suitable for the stock to insert first through locating hole 2011 and second through locating hole 3011's inside jointly and dock first casting type bank protection stone 2 and second casting type bank protection stone 3 and fix on the domatic, first casting type bank protection stone 2 and second casting type bank protection stone 3 are laid on the domatic can effectually block the soil loss that the impact produced.
Specifically, the impact-resistant upright post 5 is poured in the casting limit groove 4, and the installation direction of the impact-resistant upright post 5 is vertical upwards.
Through adopting above-mentioned technical scheme, the stand 5 installation direction that shocks resistance that sets up upwards can make the vertical upwards growth of rhizome plant of planting, simultaneously, shocks resistance stand 5 can block turbulent water conservancy, prevents to strike too big the survival rate that causes the plant to descend.
The preferred embodiments of the utility model disclosed above are intended only to assist in the explanation of the utility model. The preferred embodiments are not intended to be exhaustive or to limit the utility model to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, to thereby enable others skilled in the art to best understand and utilize the utility model. The utility model is limited only by the claims and the full scope and equivalents thereof.
Claims (5)
1. The utility model provides a river course is administered with anti-shock bank protection, includes river course slope (1), its characterized in that: the slope of river course slope body (1) is provided with slope protection structure, slope protection structure is provided with first casting type slope protection stone (2) and second casting type slope protection stone (3), first casting type slope protection stone (2) are a plurality of two liang butt joints with second casting type slope protection stone (3), casting spacing groove (4) have all been seted up to the central point at first casting type slope protection stone (2) and second casting type slope protection stone (3) top, rhizome plant planting hole (401) have been seted up to the inner wall central point of casting spacing groove (4), the inner wall fixedly embedded connection of casting spacing groove (4) has shock resistance stand (5), water conservancy diversion notch (501) have been seted up to the surface of shock resistance stand (5), and water conservancy diversion notch (501) are four of annular distribution.
2. The impact-resistant slope protection for river management according to claim 1, wherein: the utility model discloses a slope protection stone, including first casting type slope protection stone (2) and second casting type slope protection stone (3), butt joint type location notch (201) have been seted up at the top of first casting type slope protection stone (2), butt joint type location notch (201) are four of annular distribution, the equal fixedly connected with butt joint type location bolt (301) in the position of side all around of second casting type slope protection stone (3).
3. The impact-resistant slope protection for river management according to claim 2, wherein: the butt joint type positioning bolt (301) is connected with the butt joint type positioning notch (201) in an embedded mode, a first through positioning hole (2011) is formed in the inner wall of the butt joint type positioning notch (201), and a second through positioning hole (3011) is formed in the top of the butt joint type positioning bolt (301).
4. The impact-resistant slope protection for river management according to claim 3, wherein: when the first casting type slope protection stone block (2) and the second casting type slope protection stone block (3) are in butt joint installation, the first penetrating locating hole (2011) and the second penetrating locating hole (3011) are concentric.
5. The impact-resistant slope protection for river management according to claim 1, wherein: the anti-impact upright post (5) is poured in the casting limit groove (4), and the installation direction of the anti-impact upright post (5) is vertical upwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320383210.8U CN219430661U (en) | 2023-03-03 | 2023-03-03 | River course is administered with anti-shock slope protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320383210.8U CN219430661U (en) | 2023-03-03 | 2023-03-03 | River course is administered with anti-shock slope protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219430661U true CN219430661U (en) | 2023-07-28 |
Family
ID=87335141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320383210.8U Active CN219430661U (en) | 2023-03-03 | 2023-03-03 | River course is administered with anti-shock slope protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219430661U (en) |
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2023
- 2023-03-03 CN CN202320383210.8U patent/CN219430661U/en active Active
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