CN106522161A - Green slope protection structure of overflow dam - Google Patents
Green slope protection structure of overflow dam Download PDFInfo
- Publication number
- CN106522161A CN106522161A CN201610961136.8A CN201610961136A CN106522161A CN 106522161 A CN106522161 A CN 106522161A CN 201610961136 A CN201610961136 A CN 201610961136A CN 106522161 A CN106522161 A CN 106522161A
- Authority
- CN
- China
- Prior art keywords
- plate
- overflow
- green
- baffle
- baffles
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/125—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of vegetable material, e.g. wood, reeds
Abstract
The invention discloses a green slope protection structure of an overflow dam. The green slope protection structure comprises two baffles; each of the two baffles is coated by a steel mesh; the baffles are wound by the steel meshes; a planting layer composed of nutrient soil and a bottom plate is arranged on a position located between the two baffles and close to the top; the bottom plate is paved with the nutrient soil; two sides of the bottom plate are fixedly arranged on the baffles through locking nails; an overflow chute is formed in the lower surface of the bottom plate; the top of the overflow chute is connected with the bottom plate, both the bottom of the overflow chute and the bottoms of the baffles are fixedly arranged on a steel bottom plate, and an overturning plate is arranged in the overflow chute; the overturning plate is rotatably connected to the overflow chute through an overturning shaft; and a protection ladder is mounted between the outer side of each of the two baffles and the steel bottom plate. The green slope protection structure of the overflow dam, disclosed by the invention, is capable of better defensing a fast flow as well as green and environment-friendly, the beauty can be enhanced in a way of planting plants, and water and soil loss can also be avoided; in addition, the green slope protection structure has a certain overflow buffering effect; and meanwhile, the green slope protection structure is conveniently overhauled so that the maintenance convenience is greatly improved.
Description
Technical field
The present invention relates to a kind of protective slope structure, more particularly to a kind of green overflow protecting slope of dam structure.
Background technology
As country increasingly payes attention to hydraulic engineering, the common people are to environmental requirement more and more higher of living, in recent years water conservancy work
The bank slope protection design focal point promoting ecological of journey, environmental protection, the ecological slope protection structure that water is clear, bank is green.Ecological slope protection structure is first
The security reliability and economy of engineering structure are first considered as, the factor such as easy construction, quick is secondly also contemplated that, with reference to ecology
Effect gives full play to river course in flood control, water drainage, ecological, environmental protective and improves the comprehensive function of the aspects such as surrounding enviroment.In recent years, I
State's the coastal south implements project of reclaiming land from the sea, and encloses and cultivates the soil property in area based on sandy silt, and this soil property is in the dynamic of water
Power effect is lower easily to produce the breakoff phenomenons such as piping, quicksand, and stability to river course slope protection structure, that impermeability can all be produced is unfavorable
Affect, it is particularly then more dangerous in river course flood phase, storm period.Accordingly, it would be desirable to good protection and reinforcing are carried out to which, with
Exempt to cause unnecessary natural disaster.
The content of the invention
The technical problem to be solved in the present invention is：Overcome the problems referred to above, there is provided a kind of invasion and attack that can preferably resist violent stream,
And the green overflow protecting slope of dam structure of environmental protection.
To achieve these goals, the technical solution used in the present invention is such：The green overflow dykes and dams shield of the present invention
Slope structure, including baffle plate, baffle plate are two, are coated with steel mesh on two baffle plates, and steel mesh winding is arranged on baffle plate, two baffle plates it
Between and plantation layer is provided with the top, plantation layer adopts Nutrition Soil and a base plate to constitute, and Nutrition Soil is laid on base plate, base plate
By being fixed on baffle plate by pinning, base plate lower surface is provided with overflow launder for both sides, connects in base plate, its bottom at the top of overflow launder
It is each attached on a steel sole plate with baffle bottom, in which, is provided with returning face plate, returning face plate is rotatably connected on overflow launder by trip shaft
On, shield ladder is mounted on and steel sole plate between on the outside of two baffle plates, protect ladder and be fixed on baffle plate and steel sole plate.
Further, as a kind of specific version, baffle plate of the present invention adopts steel construction.
Further, as a kind of specific version, shield ladder surface of the present invention offers anti-slip tank.
Further, as a kind of specific version, nutrition soil thickness of the present invention is at least one centimetre.
Further, as a kind of specific version, the three of a diameter of two baffle spacing of overflow launder of the present invention
/ mono-.
Further, it is coated with as a kind of specific version, returning face plate of the present invention and trip shaft surface
Corrosion-resistant material structure sheaf.
Compared with prior art, it is an advantage of the current invention that：The green overflow protecting slope of dam structure of the present invention can be preferably
The invasion and attack of violent stream, and environmental protection are resisted, aesthetic property can be strengthened by way of planting plants, the stream of water and soil can be also prevented
Lose, and with certain overflow cushioning effect, while more convenient overhaul to which, greatly strengthen property easy to maintenance.
Description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention；In figure：1. baffle plate；2. steel mesh；3. steel sole plate；4. ladder is protected；5. layer kind is planted；
6. overflow launder；7. returning face plate.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are simplified schematic diagram, only with
The basic structure of the illustration explanation present invention, therefore which only shows the composition relevant with the present invention.
The preferred embodiment of present invention green overflow protecting slope of dam structure as shown in Figure 1, including baffle plate 1, baffle plate 1 is two
It is individual, steel mesh 2 is coated with two baffle plates 1, the winding of steel mesh 2 is arranged on baffle plate 1, is provided between two baffle plates 1 and at top
Plantation layer 5, plantation layer 5 adopt Nutrition Soil and a base plate to constitute, and Nutrition Soil is laid on base plate, and base plate both sides are by by pinning
It is fixed on baffle plate 1, base plate lower surface is provided with overflow launder 6, connects in base plate at the top of overflow launder 6, its bottom is equal with baffle bottom
It is fixed on a steel sole plate 3, in which, is provided with returning face plate 7, returning face plate 7 is rotatably connected on overflow launder 6 by trip shaft, two baffle plates
Shield ladder 4 is mounted on and steel sole plate 3 between on the outside of 1, ladder 4 is protected and is fixed on baffle plate 1 and steel sole plate 3.
The baffle plate 1 adopts steel construction.Defensive ability/resistance ability is higher.
Terraced 4 surface of the shield offers anti-slip tank.Avoid stepping on the problem of slipping.
The nutrition soil thickness is at least one centimetre.Plant growing can preferably be helped.
/ 3rd of 6 a diameter of two baffle plates, 1 spacing of the overflow launder.Overall usability is not interfered with.
The returning face plate 7 and trip shaft surface are coated with corrosion-resistant material structure sheaf.With good corrosion resistance, make
With better.
The green overflow protecting slope of dam structure of the present invention can preferably resist the invasion and attack of violent stream, and environmental protection, Ke Yitong
The mode for crossing planting plants strengthens aesthetic property, can also prevent the loss of water and soil, and with certain overflow cushioning effect, while more
It is convenient which is overhauled, greatly strengthen property easy to maintenance.Steel mesh 2 is coated with two baffle plates 1, the winding of steel mesh 2 is arranged on
On baffle plate 1, the performance of baffle plate 1 is greatly strengthen；Plantation layer 5 is provided between two baffle plates 1 and at top, layer 5 is planted
Constituted using Nutrition Soil and a base plate, Nutrition Soil is laid on base plate, base plate both sides by being fixed on baffle plate 1 by pinning,
By planting vegetation, the loss of water and soil is greatly reduced；Base plate both sides by being fixed on baffle plate 1 by pinning, base plate following table
Face is provided with overflow launder 6, connects in base plate at the top of overflow launder 6, and its bottom is each attached on a steel sole plate 3, in which with baffle bottom
Returning face plate 7 is provided with, returning face plate 7 is rotatably connected on overflow launder 6 by trip shaft, is pacified on the outside of two baffle plates 1 and steel sole plate 3 between
Equipped with shield ladder 4, shield ladder 4 is fixed on baffle plate 1 and steel sole plate 3, can be played good overflow effect, conveniently be safeguarded and examined
Repair.
With the above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete
Various change and modification can be carried out in the range of without departing from this invention technological thought entirely.The technology of this invention
Property scope is not limited to the content in description, it is necessary to its technical scope is determined according to right.
Claims (6)
1. a kind of green overflow protecting slope of dam structure, including baffle plate, it is characterised in that：Baffle plate is two, is coated on two baffle plates
There is steel mesh, steel mesh winding is arranged on baffle plate, between two baffle plates and at top, be provided with plantation layer, plantation layer adopts Nutrition Soil
Constitute with a base plate, Nutrition Soil is laid on base plate, and by being fixed on baffle plate by pinning, base plate lower surface sets for base plate both sides
There is overflow launder, connect in base plate at the top of overflow launder, its bottom is each attached on a steel sole plate with baffle bottom, and upset is provided with which
Plate, returning face plate are rotatably connected on overflow launder by trip shaft, be mounted on shield ladder, protect ladder on the outside of two baffle plates and steel sole plate between
It is fixed on baffle plate and steel sole plate.
2. green overflow protecting slope of dam structure according to claim 1, it is characterised in that：The baffle plate adopts steel construction.
3. green overflow protecting slope of dam structure according to claim 1, it is characterised in that：The shield ladder surface offers anti-
Chute.
4. green overflow protecting slope of dam structure according to claim 1, it is characterised in that：The nutrition soil thickness is at least
One centimetre.
5. green overflow protecting slope of dam structure according to claim 1, it is characterised in that：The overflow launder a diameter of two keeps off
/ 3rd of plate spacing.
6. green overflow protecting slope of dam structure according to claim 1, it is characterised in that：The returning face plate and trip shaft table
Face is coated with corrosion-resistant material structure sheaf.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610961136.8A CN106522161A (en) | 2016-11-04 | 2016-11-04 | Green slope protection structure of overflow dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610961136.8A CN106522161A (en) | 2016-11-04 | 2016-11-04 | Green slope protection structure of overflow dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522161A true CN106522161A (en) | 2017-03-22 |
Family
ID=58326190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610961136.8A Pending CN106522161A (en) | 2016-11-04 | 2016-11-04 | Green slope protection structure of overflow dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522161A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202000308U (en) * | 2010-12-08 | 2011-10-05 | 江苏中天环境工程有限公司 | Compound ecological water-retention protective slope |
| CN203475448U (en) * | 2013-09-17 | 2014-03-12 | 杜贵金 | Road slope protection device |
| CN203923996U (en) * | 2014-05-28 | 2014-11-05 | 陈江 | Split type water conservancy bank protection |
| RU2582814C1 (en) * | 2015-03-25 | 2016-04-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова (ФГБОУ ВПО КБГАУ) | Method for construction of landslide protection structure of biopositive |
-
2016
- 2016-11-04 CN CN201610961136.8A patent/CN106522161A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202000308U (en) * | 2010-12-08 | 2011-10-05 | 江苏中天环境工程有限公司 | Compound ecological water-retention protective slope |
| CN203475448U (en) * | 2013-09-17 | 2014-03-12 | 杜贵金 | Road slope protection device |
| CN203923996U (en) * | 2014-05-28 | 2014-11-05 | 陈江 | Split type water conservancy bank protection |
| RU2582814C1 (en) * | 2015-03-25 | 2016-04-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова (ФГБОУ ВПО КБГАУ) | Method for construction of landslide protection structure of biopositive |
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| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170322 |
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| WD01 | Invention patent application deemed withdrawn after publication |