CN209493919U - A kind of hydraulic engineering dyke seepage control ecological safeguard structure - Google Patents
A kind of hydraulic engineering dyke seepage control ecological safeguard structure Download PDFInfo
- Publication number
- CN209493919U CN209493919U CN201920019847.2U CN201920019847U CN209493919U CN 209493919 U CN209493919 U CN 209493919U CN 201920019847 U CN201920019847 U CN 201920019847U CN 209493919 U CN209493919 U CN 209493919U
- Authority
- CN
- China
- Prior art keywords
- safeguard structure
- antiseepage
- hydraulic engineering
- ecological safeguard
- seepage control
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model provides a kind of hydraulic engineering dyke seepage control ecological safeguard structure, belong to hydraulic engineering technical field, the hydraulic engineering dyke seepage control ecological safeguard structure includes the antiseepage ecological safeguard structure of dam body and dam body side, the antiseepage ecological safeguard structure includes antiseepage unit and reinforcement walls, the reinforcement walls are fixed on above the antiseepage unit, the antiseepage unit includes waterproof slope and the ground that is fixed below the waterproof slope, and the side surface of the ground is equipped with anti-seepage geomembrane.The hydraulic engineering antiseepage ecological safeguard structure, environment-protection functional is strong, and stability is strong, security performance is high.
Description
Technical field
The utility model relates to hydraulic engineering technical fields, and in particular to a kind of hydraulic engineering dyke seepage control ecological protection knot
Structure.
Background technique
Currently, construction of hydro project process all can be extremely harsh to requirements such as dykes and dams waterproof requirement, work quality, techniques
, the protective device on dykes and dams both sides is easy to be easy to cause soil erosion and seepage flow, the protection and life to dykes and dams by water impact
State environment brings adverse effect.
Utility model content
In view of the deficiencies of the prior art, the utility model provides a kind of hydraulic engineering dyke seepage control ecological safeguard structure, solution
Certainly above-mentioned technical problem.
In order to solve the above technical problems, the technical scheme adopted by the utility model is:
A kind of hydraulic engineering dyke seepage control ecological safeguard structure, the antiseepage ecological protection knot including dam body and dam body side
Structure, the antiseepage ecological safeguard structure include antiseepage unit and reinforcement walls, and the reinforcement walls are fixed on above the antiseepage unit,
The antiseepage unit includes waterproof slope and the ground that is fixed below the waterproof slope, and the side surface of the ground is equipped with
Anti-seepage geomembrane.
Further, the waterproof slope is successively arranged waterproof roll layer, concrete layer, sand bedding course, rubble from inside to outside
Layer, corrosion-resistant coating and green layer.
Further, it is laid on the green layer by the splicing of multiple Brick dislocations.
Further, the green layer is equipped with multiple arch areas, kind is implanted with green plants in the arch area.
Further, the reinforcement walls are equipped with water-repellent paint.
Compared with prior art, the beneficial effects of the utility model are as follows:
The utility model provides a kind of hydraulic engineering antiseepage ecological safeguard structure, by the way that antiseepage list is arranged in dam body side
Member, antiseepage unit prevents the water of dam body from permeating to safeguard structure by being laid with anti-seepage geomembrane in foundation surface, on waterproof slope
It is made of multiple layers of body, not only can effectively prevent water penetration, but also can prevent erosion to the stability for guaranteeing waterproof slope,
Reinforcement walls can further protect dam body, and the hydraulic engineering antiseepage ecological safeguard structure, environment-protection functional is strong, stability
It can strong, security performance height.
Detailed description of the invention
The following describes the utility model in further detail with reference to the accompanying drawings.
Fig. 1: the positive structure schematic of the antiseepage ecological safeguard structure of the utility model;
Fig. 2: the cross-sectional structural view of the antiseepage unit of the utility model.
Specific embodiment
The utility model in order to better understand is further fairly set out in the utility model below with reference to embodiment
Hold, but the protection content of the utility model is not limited solely to the following examples.In the following description, a large amount of tools are given
The details of body more thoroughly understands in order to provide to the utility model.However, aobvious and easy to those skilled in the art
See, the utility model may not need one or more of these details and be carried out.
Embodiment
As shown in Figure 1 and Figure 2, a kind of hydraulic engineering dyke seepage control ecological safeguard structure, including dam body 1 and antiseepage ecology are prevented
Protection structure, antiseepage ecological safeguard structure are located at the side of the dam body 1, the antiseepage ecological safeguard structure include antiseepage unit and
Reinforcement walls 2, the reinforcement walls 2 are fixed on above the antiseepage unit, and the antiseepage unit includes waterproof slope 3 and is fixed on institute
The ground 4 below waterproof slope is stated,
Wherein: the ground 4 is poured by armored concrete, is contacted on the side surface of the ground 4 with water in dam body 1
Place be equipped with anti-seepage geomembrane 5, anti-seepage geomembrane 5 is a kind of polymer chemistry flexible material, and main constituents have poly-
Vinyl chloride, polyethylene and ethylene/vinyl acetate copolymer.Moisture can be prevented to the infiltration of safeguard structure by anti-seepage geomembrane
Thoroughly, the anti-permeability of hydraulic engineering is improved.
The waterproof slope 3 is successively arranged waterproof roll layer 6 from inside to outside, concrete layer 7, sand bedding course 8, metalling 9, prevents
Corrosion layer 10 and green layer 11.Wherein: waterproof roll layer 6, concrete layer 7, sand bedding course 8, metalling 9 and corrosion-resistant coating 10 are one
Body structure, can be impermeable, corrosion-resistant to moisture progress well, and green layer 11 is located at the outer surface on waterproof slope 3, described green
Change layer to be laid with by the splicing of multiple Brick dislocations, when wherein green layer 11 is laid with, be laid on the green layer multiple
Arch area 12,12 interior kinds of the arch area are implanted with green plants, when water impacts waterproof slope, can prevent erosion,
Protect the stability of waterproof slope performance.
The reinforcement walls 2 are located at the top on waterproof slope 3, are piled up by brick, cement, and reinforcement walls 2 can increase anti-
The height of protection structure, the generation for phenomena such as preventing water level rise big flood in dam.One layer of waterproof is coated outside the reinforcement walls 2 to apply
Material.On the one hand the effect of water-repellent paint can prevent impact of the water to reinforcement walls, on the other hand relatively beautiful, increase safeguard structure
Ornamental value.
Finally, it is stated that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, this field
Other modifications or equivalent replacement that those of ordinary skill makes the technical solution of the utility model, it is practical without departing from this
The spirit and scope of new technique scheme should all cover in the scope of the claims of the utility model.
The above is only the preferred embodiments of the utility model, are not intended to limit the utility model, for this field
Technical staff for, various modifications and changes may be made to the present invention.Within the spirit and principle of the utility model,
Any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of hydraulic engineering dyke seepage control ecological safeguard structure, it is characterised in that: the antiseepage including dam body and dam body side is raw
State safeguard structure, the antiseepage ecological safeguard structure include antiseepage unit and reinforcement walls, and the reinforcement walls are fixed on the antiseepage
Above unit, the antiseepage unit includes waterproof slope and the ground that is fixed below the waterproof slope, the side of the ground
Surface is equipped with anti-seepage geomembrane.
2. a kind of hydraulic engineering dyke seepage control ecological safeguard structure as described in claim 1, it is characterised in that: the waterproof is oblique
Slope is successively arranged waterproof roll layer, concrete layer, sand bedding course, metalling, corrosion-resistant coating and green layer from inside to outside.
3. a kind of hydraulic engineering dyke seepage control ecological safeguard structure as claimed in claim 2, it is characterised in that: the green layer
It is laid with by the splicing of multiple Brick dislocations.
4. a kind of hydraulic engineering dyke seepage control ecological safeguard structure as claimed in claim 3, it is characterised in that: the green layer
It is equipped with multiple arch areas.
5. a kind of hydraulic engineering dyke seepage control ecological safeguard structure as described in claim 1, it is characterised in that: the reinforcement walls
It is equipped with water-repellent paint.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920019847.2U CN209493919U (en) | 2019-01-07 | 2019-01-07 | A kind of hydraulic engineering dyke seepage control ecological safeguard structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920019847.2U CN209493919U (en) | 2019-01-07 | 2019-01-07 | A kind of hydraulic engineering dyke seepage control ecological safeguard structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209493919U true CN209493919U (en) | 2019-10-15 |
Family
ID=68154380
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920019847.2U Expired - Fee Related CN209493919U (en) | 2019-01-07 | 2019-01-07 | A kind of hydraulic engineering dyke seepage control ecological safeguard structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209493919U (en) |
-
2019
- 2019-01-07 CN CN201920019847.2U patent/CN209493919U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103628451B (en) | Impervious watertight structure in hydraulic engineering | |
CN106013054B (en) | A kind of Ecotype Concrete sheet pile and its construction method | |
CN105625264B (en) | A kind of hydraulic engineering dyke seepage control water sealing structure | |
CN111472326A (en) | Method and structure for building gravity dam on deep covering layer | |
CN207862857U (en) | A kind of bank protection structure of harbour | |
CN209493919U (en) | A kind of hydraulic engineering dyke seepage control ecological safeguard structure | |
CN209194466U (en) | A kind of Reservoir Bank leakage preventing structure | |
CN203229927U (en) | Treatment structure for dam body upstream face superficial layer temperature crack | |
CN211228371U (en) | Prevention of seepage water structure on hydraulic engineering | |
CN206667186U (en) | A kind of impervious watertight structure in Hydraulic and Hydro-Power Engineering | |
CN206706678U (en) | A kind of new solid native highway slope protection | |
CN205975597U (en) | Regional transmission tower improved generation bored concrete pile basis is used for corroding | |
CN208563267U (en) | A kind of earth and rockfill dam pressure slope body discharge structure | |
CN209779617U (en) | Pile foundation structure with high-pressure jet grouting pile serving as side slope support pile | |
CN208668356U (en) | Hybrid navigation channel landscape revetment dike | |
CN209429035U (en) | Mountain stream river levee engineering | |
CN113006005A (en) | Dam structure suitable for hydraulic and hydroelectric engineering | |
CN208055979U (en) | A kind of inverted T shaped Reinforced Concrete Retaining Walls bank protection structure | |
CN208604594U (en) | A kind of corrosion-resistant water conservancy Bridge Piles | |
CN203080480U (en) | Upstream blanket structure of concrete face rockfill dam | |
CN207405572U (en) | A kind of new water-fast timber revetment structure | |
CN206607548U (en) | A kind of protective slope structure of Channel slope | |
CN219099933U (en) | Seepage-proof hydraulic engineering dykes and dams | |
CN217678904U (en) | Reinforced structure of water conservancy dam body | |
CN215829351U (en) | Box ecological barricade structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191015 Termination date: 20220107 |