CN216339334U - Prevention of seepage water wall body of hydraulic and hydroelectric engineering construction - Google Patents
Prevention of seepage water wall body of hydraulic and hydroelectric engineering construction Download PDFInfo
- Publication number
- CN216339334U CN216339334U CN202122520455.4U CN202122520455U CN216339334U CN 216339334 U CN216339334 U CN 216339334U CN 202122520455 U CN202122520455 U CN 202122520455U CN 216339334 U CN216339334 U CN 216339334U
- Authority
- CN
- China
- Prior art keywords
- wall body
- layer
- seepage
- wall
- prevention
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model discloses a water conservancy and hydropower engineering construction anti-seepage wall body which comprises an inclined plate, wherein an anti-seepage structure is arranged on the right side of the inclined plate, the anti-seepage structure comprises a reinforcing layer, a rock pile layer and a viscous layer, the lower part of the outer wall of the reinforcing layer is fixedly connected with the right side of the inclined plate, and the rock pile layer is laid on the inner wall of the reinforcing layer. This prevention of seepage water wall body of hydraulic and hydroelectric engineering construction is the parcel formula through strengthening layer and rockfill layer in the seepage prevention structure and increases to lay at the outer wall of viscous layer, has realized thickening prevention of seepage, has improved the prevention of seepage effect, has improved the practicality, when the unrestrained impact of water, can make the water source strike back the buffering, reduces the scouring force, prevent the wall body damage, guarantee the life of wall body, the seepage prevention line has been prolonged when the wall body uses, the water source that can make the infiltration flows away to the bottom, guarantee the stability of wall body, and convenient to popularize accords with the user demand.
Description
Technical Field
The utility model relates to the technical field of water seepage prevention walls, in particular to a water seepage prevention wall for hydraulic and hydroelectric engineering construction.
Background
The anti-seepage wall body is formed with holes continuously in the loose and permeable foundation, the wall is fixed with slurry, and concrete is poured into the holes to form the wall-shaped anti-seepage building.
Current hydraulic and hydroelectric engineering construction prevention of seepage water wall body adopts parallel laminating formula to set up the barrier layer when using, and the prevention of seepage effect is poor, has reduced the practicality to wall body bottom scour protection performance is poor, and easy the damage has shortened life, and the infiltration line position is higher simultaneously, can influence the wall body stability for a long time, is not conform to modern's user demand.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a water conservancy and hydropower engineering construction anti-seepage wall body, and aims to solve the problems that the existing water conservancy and hydropower engineering construction anti-seepage wall body in the background technology adopts a parallel laminating type to arrange an anti-seepage layer when in use, so that the anti-seepage effect is poor, and the practicability is reduced.
In order to achieve the purpose, the utility model provides the following technical scheme: a water seepage prevention wall body for hydraulic and hydroelectric engineering construction comprises an inclined plate, wherein a seepage prevention structure is arranged on the right side of the inclined plate;
the seepage-proofing structure comprises a reinforcing layer, a rock pile layer and an adhesive layer;
the lower part of the outer wall of the reinforcing layer is fixedly connected with the right side of the inclined plate, a stone layer is laid on the inner wall of the reinforcing layer, and a viscous layer is laid on the inner wall of the stone layer. The anti-seepage effect is increased.
Preferably, a wall body is laid on the outer wall of the reinforcing layer, and the left side of the bottom of the wall body is fixedly connected with the top of the inclined plate. The sloping plate extends the seepage-proofing line.
Preferably, a reinforcing structure is arranged at the bottom of the right side of the wall body;
the reinforcing structure comprises a curved block, a geomembrane and an inclined plane;
the left side of the bent block is fixedly connected with the bottom of the right side of the wall body, a geomembrane is filled in the inner wall of the bent block, and an inclined plane is processed on the right side of the bent block. The strength of the lower part of the wall body is increased.
Preferably, the bottom of the curved block is fixedly connected with a ridge. Improve the stability of the koji block.
Preferably, a guard plate is fixedly connected to the right side of the wall body. The guard plate plays a role in protecting the wall body.
Compared with the prior art, the utility model has the beneficial effects that: according to the seepage-proof wall body for the hydraulic and hydroelectric engineering construction, the reinforcing layer and the rockfill layer in the seepage-proof structure are arranged on the outer wall of the viscous layer in a wrapping type, so that thickening seepage prevention is realized, the seepage-proof effect is improved, and the practicability is improved;
through the inclined plane processed on the right side of the bent block, when water waves impact, the water source can be subjected to impact buffering, the scouring force is reduced, the wall body is prevented from being damaged, and the service life of the wall body is ensured;
through the inclined plate at the bottom of the wall body, the seepage-proofing line is prolonged when the wall body is used, so that the permeated water can flow away to the bottom, the stability of the wall body is ensured, the popularization is convenient, and the use requirement is met.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the connection structure of the sloping plate, the wall and the reinforcing layer in FIG. 1;
FIG. 3 is a schematic view of the bond between the reinforcement layer, the rock layer and the adhesive layer of FIG. 1;
fig. 4 is a schematic view of the connection relationship between the curved block, the geomembrane and the inclined plane in fig. 1.
In the figure: 1. the anti-seepage concrete comprises a sloping plate, 2, an anti-seepage structure, 201, a reinforcing layer, 202, a rock-fill layer, 203, an adhesive layer, 3, a reinforcing structure, 301, a curved block, 302, a geomembrane, 303, an inclined plane, 4, a wall body, 5, a guard plate, 6 and a ridge.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings 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 of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a prevention of seepage water wall body of hydraulic and hydroelectric engineering construction, including swash plate 1, the right side of swash plate 1 is equipped with seepage prevention structure 2, seepage prevention structure 2 includes enhancement layer 201, rockfill layer 202 and viscous layer 203, the outer wall below of enhancement layer 201 and the right side looks rigid coupling of swash plate 1, the wall is consolidated for mud of enhancement layer 201, the stone layer 202 has been laid to the inner wall of enhancement layer 201, rockfill layer 202 is laid for rubble and mortar and forms, viscous layer 203 has been laid to the inner wall of rockfill layer 202, viscous layer 203 is the clay.
The wall body 4 is laid on the outer wall of the reinforcing layer 201, the left side of the bottom of the wall body 4 is fixedly connected with the top of the inclined plate 1, the inclined plate 1 extends an anti-seepage line, the bottom of the right side of the wall body 4 is provided with the reinforcing structure 3, the reinforcing structure 3 comprises a curved block 301, a geomembrane 302 and an inclined plane 303, the left side of the curved block 301 is fixedly connected with the bottom of the right side of the wall body 4, the inner wall of the curved block 301 is filled with the geomembrane 302, the geomembrane 302 is an anti-seepage geomembrane, the inclined plane 303 is processed on the right side of the curved block 301, the inclined plane 303 reduces the water wave impact force, the bottom of the curved block 301 is fixedly connected with the ridge 6, the right side of the wall body 4 is fixedly connected with the guard plate 5, and the guard plate 5 plays a role in protecting the wall body 4.
In this example, when the anti-seepage wall is used, the sloping plate 1 is laid inside the foundation pit, the reinforcing layer 201 is laid on the right side of the sloping plate 1, the rock-fill layer 202 is laid on the inner wall of the reinforcing layer 201, the adhesive layer 203 is laid on the inner wall of the rock-fill layer 202, the anti-seepage structure 2 needs to be laid layer by layer at a fixed height during laying, when the laying height of the anti-seepage structure 2 is flush with the ground, the wall 4 is laid on the outer wall of the reinforcing layer 201, when the whole body is laid to a certain height, the wall 4 is capped to complete the construction of the anti-seepage wall, the ridge 6 is laid inside the foundation pit adjacent to the bottom of the right side of the wall 4, the curved block 301 is laid on the top of the ridge 6, the geomembrane 302 is filled inside the curved block 301 to increase the anti-seepage effect, the inclined plane 303 on the right side of the curved block 301 plays a role of anti-scouring effect, the strength of the wall 4 is improved, the water surface of the wall 4 is protected by the guard plate 5 on the right side of the wall 4, prevent the wall body 4 from being damaged by scouring and ensure the use.
In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "disposed," "connected," "secured," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically limited, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a prevention of seepage water wall body of hydraulic and hydroelectric engineering construction, includes swash plate (1), its characterized in that: the right side of the inclined plate (1) is provided with an anti-seepage structure (2);
the impermeable structure (2) comprises a reinforcing layer (201), a rock-fill layer (202) and an adhesive layer (203);
the outer wall below of enhancement layer (201) and the right side looks rigid coupling of swash plate (1), the inner wall of enhancement layer (201) has been laid heap stone layer (202), viscous layer (203) has been laid to the inner wall of heap stone layer (202).
2. The water conservancy and hydropower engineering construction water seepage prevention wall body of claim 1, which is characterized in that: and a wall body (4) is laid on the outer wall of the reinforcing layer (201), and the left side of the bottom of the wall body (4) is fixedly connected with the top of the inclined plate (1).
3. The water conservancy and hydropower engineering construction water seepage prevention wall body of claim 2, which is characterized in that: a reinforcing structure (3) is arranged at the bottom of the right side of the wall body (4);
the reinforcing structure (3) comprises a curved block (301), a geomembrane (302) and an inclined plane (303);
the left side of the curved block (301) is fixedly connected with the bottom of the right side of the wall body (4), a geomembrane (302) is filled in the inner wall of the curved block (301), and an inclined plane (303) is machined on the right side of the curved block (301).
4. The water conservancy and hydropower engineering construction water seepage prevention wall body of claim 3, which is characterized in that: the bottom of the curved block (301) is fixedly connected with a ridge (6).
5. The water conservancy and hydropower engineering construction water seepage prevention wall body of claim 2, which is characterized in that: and a guard plate (5) is fixedly connected to the right side of the wall body (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122520455.4U CN216339334U (en) | 2021-10-20 | 2021-10-20 | Prevention of seepage water wall body of hydraulic and hydroelectric engineering construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122520455.4U CN216339334U (en) | 2021-10-20 | 2021-10-20 | Prevention of seepage water wall body of hydraulic and hydroelectric engineering construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216339334U true CN216339334U (en) | 2022-04-19 |
Family
ID=81178395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122520455.4U Active CN216339334U (en) | 2021-10-20 | 2021-10-20 | Prevention of seepage water wall body of hydraulic and hydroelectric engineering construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216339334U (en) |
-
2021
- 2021-10-20 CN CN202122520455.4U patent/CN216339334U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204849680U (en) | Novel ecological shore protection system | |
| CN103981898A (en) | Integral open-excavation node top-down underground engineering construction method | |
| CN110439022A (en) | Marine single-pile foundation with compacting grouting and reinforcing ground | |
| CN216339334U (en) | Prevention of seepage water wall body of hydraulic and hydroelectric engineering construction | |
| CN201407056Y (en) | Completely closed waterproof composite lining structure bearing medium water pressure | |
| CN210439218U (en) | Scour protection dykes and dams for water conservancy construction | |
| CN217231650U (en) | Double combined wave-dissipating seawall with rough stone facing structure | |
| CN215829362U (en) | Reinforcement type bank protection is used to hydraulic and hydroelectric engineering | |
| CN214271910U (en) | Dykes and dams ecological protection slope structure | |
| CN212114039U (en) | Grounding installation structure of port entity embankment structure | |
| CN206693144U (en) | A kind of storage station's intake-outlet waterfront safeguard structure | |
| CN113529649A (en) | Splicing type building process of novel retaining dam | |
| CN215801705U (en) | Foundation slope protection structure | |
| CN213836930U (en) | Water outlet protection building structure | |
| CN203334347U (en) | Box culvert type outfall structure | |
| CN216275488U (en) | Stone masonry slope protection structure in hydraulic engineering | |
| CN111962632A (en) | Rainwater sewer and construction method thereof | |
| CN220686110U (en) | Earth stone cofferdam structure | |
| CN215715007U (en) | Prevention of seepage hydraulic engineering dykes and dams | |
| CN217231882U (en) | Geotechnical engineering prevents side slope landslide device | |
| CN217679162U (en) | Combined supporting structure for foundation pit and filling side slope | |
| CN201704669U (en) | Large-gradient gravel rive bank protection structure | |
| CN211446818U (en) | Concrete panel rock-fill dam | |
| CN215671365U (en) | Water-proof structure of pool | |
| CN217537236U (en) | Side slope sluicing energy dissipation structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |