CN217810773U - Landscape river levee reinforced retaining wall - Google Patents
Landscape river levee reinforced retaining wall Download PDFInfo
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- CN217810773U CN217810773U CN202221521499.7U CN202221521499U CN217810773U CN 217810773 U CN217810773 U CN 217810773U CN 202221521499 U CN202221521499 U CN 202221521499U CN 217810773 U CN217810773 U CN 217810773U
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- lateral wall
- barricade
- retaining wall
- wall
- spring
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Abstract
The utility model discloses a view river levee reinforcement barricade, the lateral wall at the barricade body is provided with the honeycomb groove, the lateral wall of barricade body is provided with anticorrosive coating, the lateral wall middle part of barricade body is provided with the fixed cylinder, the inner wall of fixed cylinder is provided with the spring, the one end of spring is provided with the slide bar, the lateral wall of slide bar is provided with the back shaft, the lateral wall of back shaft is provided with barb claw plate, the lateral wall of barb claw plate is provided with the torsional spring; the utility model provides an among the technical scheme, through setting up barb claw board, reach the compactness of being connected that improves barricade and river levee, improve the steadiness ability, avoid the barricade to receive factors such as the soil body subsides to influence, produce great space with the soil body, lose the mesh of strengthening effect, through setting up anticorrosive coating, reach and avoid the wall body to receive river and muddy water for a long time to soak, lead to the wall body to receive rotten serious, reduce stability and structural strength's purpose.
Description
Technical Field
The utility model relates to a river levee reinforcement technology field specifically is a view river levee consolidates barricade.
Background
The retaining wall is a structure used for supporting a roadbed filling soil body, a hillside soil body or a wall body of a landscape river bank and preventing the filling soil body, the soil body or the river bank from deforming and destabilizing.
The prior art has the following defects or problems:
1. the existing reinforced retaining wall is generally simple in structure, and the retaining wall is unstable in connection with the soil body of a river bank, so that the retaining wall is easily influenced by factors such as settlement of the soil body and a larger gap is formed between the retaining wall and the soil body, and the reinforcing effect on the soil body of the river bank is lost;
2. the existing reinforced retaining wall is usually soaked in river water and muddy water for a long time, so that the wall is poor in corrosion resistance, serious in corrosion, low in structural stability and low in strength.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a view river levee consolidates barricade to the weak point of prior art to solve the problem that proposes in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a view river levee consolidates barricade, is provided with the honeycomb groove at the lateral wall of barricade body, the lateral wall of barricade body is provided with anticorrosive coating, the lateral wall middle part of barricade body is provided with fixed section of thick bamboo, the inner wall of fixed section of thick bamboo is provided with the spring, the one end of spring is provided with the slide bar, the lateral wall of slide bar is provided with the back shaft, the lateral wall of back shaft is provided with barb claw plate, the lateral wall of barb claw plate is provided with the torsional spring.
Optionally, the anticorrosive coating is prepared by spraying solvent-free epoxy glass flake heavy-duty anticorrosive paint.
Optionally, a hole is formed in one end of the fixed cylinder, and the sliding rod is slidably connected to one end of the fixed cylinder through the interpenetration hole.
Optionally, one end of the sliding rod is of a conical structure.
Optionally, a through hole is formed in one end of the barb claw plate, and the support shaft is rotatably connected to one end of the barb claw plate through penetrating through the through hole.
Optionally, one end of the torsion spring is fixedly connected to the side wall of the sliding rod.
Optionally, the barb claw plates are two and symmetrically mounted on the side wall of the sliding rod.
Compared with the prior art, the utility model provides a view river levee consolidates barricade possesses following beneficial effect:
1. the utility model discloses a set up barb claw board, insert the soil body through tensile slide bar, and drive barb claw board through the torsional spring and open and the soil body gomphosis, thereby increase and grab the ground ability, and make barricade body and soil body laminating closely through the reaction force of spring, thereby reach and improve the connection compactness of barricade and river levee, improve the steadiness, avoid the barricade to receive factors influence such as soil body subside, produce great space with the soil body, lose the purpose of reinforcing effect;
2. the utility model discloses a set up anticorrosive coating, through the heavy anticorrosion ability of anticorrosive coating reinforcing wall body that adopts the heavy anticorrosive coating spraying of solvent-free epoxy glass scale to make, reach and avoid the wall body to be soaked by river and muddy water for a long time, lead to the wall body to receive rotten serious, reduce stability and structural strength's purpose.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
FIG. 1 is a sectional view of the present invention;
FIG. 2 is a left side view of the structure of the present invention;
FIG. 3 is a sectional view of the sliding rod structure of the present invention;
fig. 4 is an enlarged view of the structure at a of the present invention.
In the figure: 1. a retaining wall body; 2. a honeycomb groove; 3. an anti-corrosion coating; 4. a fixed cylinder; 5. a spring; 6. a slide bar; 7. a support shaft; 8. a barb claw plate; 9. a torsion spring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should be further noted that, unless otherwise specified or limited, the terms "disposed," "installed," "connected" and "connected" should be understood broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected, mechanically connected, electrically connected, directly connected, or connected through an intermediate medium, and can communicate between the inside of two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Referring to fig. 1-4, in the present embodiment: a landscape river levee reinforced retaining wall is characterized in that a honeycomb groove 2 is formed in the side wall of a retaining wall body 1, water flow impact force is stably buffered through the honeycomb groove 2, an anti-corrosion coating 3 is arranged on the side wall of the retaining wall body 1, the anti-corrosion capability of a structure is enhanced through the anti-corrosion coating 3, a fixing cylinder 4 is arranged in the middle of the side wall of the retaining wall body 1 and fixedly connected through the fixing cylinder 4, a spring 5 is arranged on the inner wall of the fixing cylinder 4 and tightly attached through the spring 5, a sliding rod 6 is arranged at one end of the spring 5 and stretched through the sliding rod 6, a supporting shaft 7 is arranged on the side wall of the sliding rod 6 and rotatably supported through the supporting shaft 7, a barb claw plate 8 is arranged on the side wall of the supporting shaft 7, the stress surface is increased through the barb claw plate 8, the ground holding capacity is improved, and a torsion spring 9 is arranged on the side wall of the barb claw plate 8; the rotational opening is provided by a torsion spring 9.
Further, the anticorrosive coating 3 is prepared by spraying solvent-free epoxy glass flake heavy-duty anticorrosive coating; the anticorrosive coating 3 prepared by spraying the solvent-free epoxy glass flake heavy-duty anticorrosive paint enhances the corrosion resistance of the wall surface.
Furthermore, one end of the fixed cylinder 4 is provided with a hole, and the slide rod 6 is slidably connected to one end of the fixed cylinder 4 through the penetrating hole; the sliding rod 6 is inserted into the hole and is slidably connected to one end of the fixed cylinder 4, so that the sliding rod 6 can stretch and slide in one end of the fixed cylinder 4.
Furthermore, one end of the sliding rod 6 is of a conical structure; one end of the torsion spring 9 is fixedly connected with the side wall of the sliding rod 6; the conical structure is convenient for the insertion of the sliding rod 6, and the torsion spring 9 is supported and connected through the sliding rod 6.
Furthermore, a through hole is formed in one end of the barb claw plate 8, and the support shaft 7 is rotatably connected to one end of the barb claw plate 8 through penetrating through the through hole; the number of the barb claw plates 8 is two, and the barb claw plates are symmetrically arranged on the side wall of the sliding rod 6; the support shaft 7 is rotatably connected to one end of the barbed claw plate 8 through the through hole, so that the barbed claw plate 8 can be rotatably spread on the side wall of the support shaft 7.
The utility model discloses a theory of operation and use flow: when the anti-corrosion retaining wall is used, the slide rod 6 is pulled out through stretching the slide rod 6, the spring 5 inside the fixing cylinder 4 is stretched at the same time, the barb claw plate 8 is rotated and opened through the reaction force of the torsion spring 9, the slide rod 6 is buried and tamped through backfill soil backfilling, so that the barb claw plate 8 is embedded with a soil body, the stress area between the barb claw plate 8 and the soil body is increased through the barb claw plate 8, the ground grabbing capacity of the structure is improved, the retaining wall body 1 is pulled through the reaction force of the spring 5 to be tightly attached to the soil body 1, the connection tightness between the retaining wall body 1 and a river bank is improved, the stability is improved, the retaining wall body 1 is prevented from being influenced by factors such as soil body settlement, a larger gap is formed between the retaining wall and the soil body, the reinforcing effect is lost, meanwhile, the impact force of water flow is buffered through the honeycomb grooves 2, the water flow tends to be stable, the anti-corrosion performance of the surface of the retaining wall body 1 is enhanced through the anti-corrosion coating 3 which is made of solvent-free epoxy glass flake heavy anti-corrosion coating, and the purpose of preventing the retaining wall body 1 from being soaked by river water and muddy water is avoided from being soaked for a long time, the serious stability and the structural strength is reduced.
The above only is the preferred embodiment of the present invention, not so limiting the patent scope of the present invention, all under the conception of the present invention, the equivalent structure transformation made by the contents of the specification and the drawings is utilized, or the direct/indirect application is included in other related technical fields in the patent protection scope of the present invention.
Claims (7)
1. The utility model provides a view river levee consolidates barricade which characterized in that: be provided with honeycomb groove (2) at the lateral wall of barricade body (1), the lateral wall of barricade body (1) is provided with anticorrosive coating (3), the lateral wall middle part of barricade body (1) is provided with a fixed section of thick bamboo (4), the inner wall of a fixed section of thick bamboo (4) is provided with spring (5), the one end of spring (5) is provided with slide bar (6), the lateral wall of slide bar (6) is provided with back shaft (7), the lateral wall of back shaft (7) is provided with barb claw board (8), the lateral wall of barb claw board (8) is provided with torsional spring (9).
2. The landscape river bank reinforced retaining wall according to claim 1, wherein: the anticorrosive coating (3) is prepared by spraying solvent-free epoxy glass flake heavy-duty anticorrosive paint.
3. The landscape river levee-reinforced retaining wall according to claim 1, wherein: the hole is opened to the one end of fixed cylinder (4), slide bar (6) are through alternating hole sliding connection in the one end of fixed cylinder (4).
4. The landscape river levee-reinforced retaining wall according to claim 1, wherein: one end of the sliding rod (6) is of a conical structure.
5. The landscape river levee-reinforced retaining wall according to claim 1, wherein: the through-hole has been seted up to the one end of barb claw plate (8), back shaft (7) rotate through running through the through-hole and connect in the one end of barb claw plate (8).
6. The landscape river bank reinforced retaining wall according to claim 1, wherein: one end of the torsion spring (9) is fixedly connected to the side wall of the sliding rod (6).
7. The landscape river bank reinforced retaining wall according to claim 1, wherein: the barb claw plates (8) are two and are symmetrically arranged on the side wall of the sliding rod (6).
Priority Applications (1)
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CN202221521499.7U CN217810773U (en) | 2022-06-17 | 2022-06-17 | Landscape river levee reinforced retaining wall |
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CN202221521499.7U CN217810773U (en) | 2022-06-17 | 2022-06-17 | Landscape river levee reinforced retaining wall |
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CN217810773U true CN217810773U (en) | 2022-11-15 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115928656A (en) * | 2023-01-06 | 2023-04-07 | 山东黄河顺成水利水电工程有限公司第八工程处 | Water retaining device for flood prevention of hydraulic engineering |
CN116289770A (en) * | 2023-04-23 | 2023-06-23 | 重庆交通大学 | Composite reinforcement structure and method suitable for river and reservoir bank slope roadbed along mountain area |
-
2022
- 2022-06-17 CN CN202221521499.7U patent/CN217810773U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115928656A (en) * | 2023-01-06 | 2023-04-07 | 山东黄河顺成水利水电工程有限公司第八工程处 | Water retaining device for flood prevention of hydraulic engineering |
CN115928656B (en) * | 2023-01-06 | 2024-03-26 | 山东黄河顺成水利水电工程有限公司第八工程处 | Water retaining equipment for hydraulic engineering flood prevention |
CN116289770A (en) * | 2023-04-23 | 2023-06-23 | 重庆交通大学 | Composite reinforcement structure and method suitable for river and reservoir bank slope roadbed along mountain area |
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