CN206245283U - A kind of river course dykes and dams ecological revetment - Google Patents
A kind of river course dykes and dams ecological revetment Download PDFInfo
- Publication number
- CN206245283U CN206245283U CN201621355380.1U CN201621355380U CN206245283U CN 206245283 U CN206245283 U CN 206245283U CN 201621355380 U CN201621355380 U CN 201621355380U CN 206245283 U CN206245283 U CN 206245283U
- Authority
- CN
- China
- Prior art keywords
- bank protection
- protection
- soil
- ecological revetment
- back side
- 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
Abstract
The utility model discloses a kind of river course dykes and dams ecological revetment, its drip irrigation device is to include back side bank protection, first bank protection, the surface of the second bank protection is equipped with soil protection net, the body-building pavement is arranged on the top of soil protection net, the soil protection net is fixedly connected with kerbstone, the soil protection is equipped with grass planting bag on the net, some rafter wood are uniformly provided with the grass planting bag, the rafter wood is implanted into back side bank protection through catch net, first bank protection, in second bank protection, the back side bank protection, first bank protection, the surface of the second bank protection is equipped with planting tree pit, the back side bank protection, first bank protection, some soil-water protection blocks are provided with inside second bank protection.This river course dykes and dams ecological revetment is conducive to the Stability Analysis of Structures of whole ecological revetment, and reducing slopes and occurring caving in causes the phenomenon of soil erosion；For the plant growth on ecological revetment provides enough nutriment.
Description
Technical field
The utility model is related to a kind of ecological revetment, more specifically, it relates to a kind of river course dykes and dams ecological revetment.
Background technology
In recent years, as substantial amounts of natural calamity, engineering construction and massif are exploited, foring cannot largely recover vegetation
Slopes, the destruction of green vegetation causes substantial amounts of soil erosion, and China is the country the most serious of soil erosion in the world
One, soil erosion area accounts for the 1/6 of national total area, and embankment, side slope, the erosion on riverbank are cause soil erosion most main
Reason is wanted, water and soil conservation, side slope protection have turned into the environmental problem that Contemporary China is badly in need of solving.
At present, in the market discloses a kind of river course dykes and dams ecological slope protection structure（Application No. 201520568164.4）, it
Including back side bank protection, the first bank protection, the second bank protection, levee crown highway is provided with Po Ding, between the first bank protection and the second bank protection also
Body-building pavement is provided with, body-building pavement is located at more than ordinary water level, stone masonry pin groove is provided with the bottom of slope of the second bank protection, in stone masonry pin
Groove is additionally provided with jackstone spats near the side in river course, is planted in river course and is implanted with water plant.This river course dykes and dams ecological revetment knot
Structure, although ecological natural is embodied on harnessing water idea, it is to avoid channelized course and excessively improvement river course.Using hardening under ordinary water level
Treatment（Stone masonry bank protection）, Ecological Disposal is carried out by the theory of erosion control not flood in flood inundation on tracks area, but vehicle is public in top dike
There is certain pressure when traveling on road to the first bank protection, pressure can cause the first bank protection to produce the phenomenon of slump, while rain
The first bank protection also occurs the phenomenon of slump when water slug, and the first bank protection can cause whole river course dike when producing slump
Dam is damaged.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model is to provide a kind of river course dykes and dams ecological revetment,
The advantage is that reducing river course dykes and dams occurs sliding the phenomenon caved in.
To achieve the above object, the utility model provides following technical scheme：A kind of river course dykes and dams ecological revetment, including
Back side bank protection, the first bank protection, the second bank protection, the slope top of first bank protection are provided with dykes and dams highway, the two of the dykes and dams highway
Side is provided with kerbstone, and body-building pavement, the back side bank protection, the first bank protection, are provided between first bank protection and the second bank protection
The surface of two bank protections is equipped with soil protection net, and the body-building pavement is arranged on the top of soil protection net, the soil protection
Net is fixedly connected with kerbstone, and the soil protection is equipped with grass planting bag on the net, and some rafters are uniformly provided with the grass planting bag
Wood, rafter wood through in catch net implantation back side bank protection, the first bank protection, the second bank protection, the back side bank protection, the first bank protection,
The surface of the second bank protection is equipped with the pit for planting tree, if being provided with inside the back side bank protection, the first bank protection, the second bank protection
Dry soil-water protection block.
By using above-mentioned technical proposal, soil protection net sets overleaf bank protection, the first bank protection, the table of the second bank protection
Face, the surface to soil has certain locking to act on, and reduces soil and the situation of slump occurs, while soil protection net and curb
Stone is fixedly connected, and reduces soil protection net because soil is during movement, soil protection net occurs and occurs together with soil
Mobile phenomenon, then grass planting bag is laid on soil protection on the net, grass planting bag is that greening side slope bank protection bag enters to the soil of slopes
Row further protection, carries out effective fixation, while in pit to grass planting bag inside rafter wood insertion slopes in the position of slopes
Interior plantation trees, the root system of trees is conducive to the locking work to soil, reduces slopes and the phenomenon caved in, soil-water protection block occurs
The inside of slopes is implanted into, the overall Stability Analysis of Structures of slopes is further increased.
The utility model is further arranged to：Steel plate is provided with inside described pit, the steel plate is provided with some through holes.
By using above-mentioned technical proposal, steel plate has certain iris action to soil, is conducive to reducing slopes appearance cunning
The phenomenon collapsed, while the through hole on steel plate is conducive to the water flow in slopes, is conducive to the water balance inside slopes.
The utility model is further arranged to：Water level of the position of described pit higher than flood.
By using above-mentioned technical proposal, reduce pit and occur by the situation of water submerged, it is ensured that trees in pit
Survival stability, so as to be conducive to the Stability Analysis of Structures of whole ecological revetment.
The utility model is further arranged to：Described soil-water protection block be evenly distributed in back side bank protection, the first bank protection,
Inside second bank protection, the soil-water protection block is together in series interconnection by steel cable, and the steel cable is fixedly connected with kerbstone.
By using above-mentioned technical proposal, equally distributed soil-water protection block is conducive to the Stability Analysis of Structures of ecological revetment, makes
Soil-water protection block is together in series and is fixedly connected with steel cable and with kerbstone, reduce soil-water protection block as soil one rises
Raw mobile situation.
The utility model is further arranged to：Cavity is provided with inside described soil-water protection block, the cavity fills nutriment,
The side wall of the cavity is provided with some permeability holes.
By using above-mentioned technical proposal, plant needs a certain amount of nutriment supply during growth, and water and soil is protected
Protecting block implantation ecological revetment in when, the nutriment in cavity from soil is moved in permeability hole, for plant growth need provide
A certain amount of nutriment.
The utility model is further arranged to：Described soil-water protection block is provided with delivery pipe, one end of the delivery pipe
Connected with cavity, the other end and back side bank protection, the first bank protection, the flush of the second bank protection.
The upper limit is fixed with by using the amount of above-mentioned technical proposal, the nutriment in soil-water protection block, over time
Nutriment can be gradually decreased, and operator can be conducive to ecological revetment by delivery pipe to continuing to add nutriment in soil-water protection block
The nutriment demand of upper plant growth.
In sum, the utility model has the advantages that：
1st, the Stability Analysis of Structures of whole ecological revetment is conducive to, reducing slopes and occurring caving in causes the phenomenon of soil erosion；
2nd, for the plant growth on ecological revetment provides enough nutriment.
Brief description of the drawings
Fig. 1 is the structural representation for representing river course dykes and dams ecological revetment；
Fig. 2 is the partial enlarged drawing of A in Fig. 1；
Fig. 3 is the structural representation for representing steel plate；
Fig. 4 is the top view for representing river course dykes and dams ecological revetment；
Fig. 5 is the sectional view of B-B in Fig. 4；
Fig. 6 is the partial enlarged drawing of C in Fig. 5.
Reference：1st, back side bank protection；2nd, the first bank protection；3rd, the second bank protection；4th, dykes and dams highway；41st, kerbstone；5th, body-building
Pavement；6th, soil protection net；7th, grass planting bag；71st, rafter wood；8th, pit；81st, steel plate；811st, through hole；9th, soil-water protection block；91st, it is empty
Chamber；92nd, nutriment；93rd, permeability hole；94th, delivery pipe；95th, steel cable.
Specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment one：A kind of river course dykes and dams ecological revetment, as shown in figure 1, including back side bank protection 1, the first bank protection 2, second
Bank protection 3, the second bank protection 3 is effectively protected the Stability Analysis of Structures of ecological revetment as the ground of river course dykes and dams ecological revetment；
The slope top of one bank protection 2 is provided with the dykes and dams highway 4 for vehicle pass-through, in order to be effectively protected the vehicle travelled on dykes and dams highway 4
Safety, kerbstone 41 is provided with the both sides of dykes and dams highway 4, and kerbstone 41 can have one very to the vehicle travelled on dykes and dams highway 4
Good protective effect.When vehicle is travelled on dykes and dams highway 4 slopes can be caused with certain pressure, the time exists afterwards for a long time
Slopes are likely to result in slopes and cave in the situation of soil erosion under rainwash.It is provided between the first bank protection 2 and the second bank protection 3
The slopes of bank protection are divided into two sections by body-building pavement 5, body-building pavement 5, and the ecological revetment of 5 pairs of entirety of body-building pavement forms a segmentation
Property protection, so as to ensure that the Stability Analysis of Structures of ecological revetment.
As shown in Fig. 1,2 and 6, in order to ensure the Stability Analysis of Structures of ecological revetment, overleaf bank protection 1, the first bank protection 2, second
The surface of bank protection 3 is equipped with soil protection net 6, and soil protection net 6 has certain locking to make to the surface of the soil on bank protection surface
With reducing soil and the situation of slump occur；Body-building pavement 5 is arranged on the top of soil protection net 6 simultaneously, by soil protection net
6 are fixedly connected with kerbstone 41, and the laying of body-building pavement 5 plays the role of one and is fixed to soil protection net 6, while again will
Soil protection net 6 is fixedly connected with kerbstone 41, reduces soil protection net 6 because soil is during movement, soil occurs
The phenomenon that catch net 6 is moved together with soil, so as to the soil to bank protection surface plays a part of locking.In order to further
Enhancing ecological revetment Stability Analysis of Structures, be equipped with soil protection net 6 grass planting bag 7, grass planting bag 7 be greening side slope bank protection bag
Soil to slopes carries out further protection, while follow soil losses and the change of position occurs to reduce grass planting bag 7,
So some rafter wood 71 are uniformly provided with grass planting bag 7, by rafter wood 71 through catch net implantation back side bank protection 1, the first bank protection
2nd, in the second bank protection 3, rafter wood 71 inserts the inside of ecological revetment, and effective fixation is carried out to 7 position in slopes of grass planting bag,
The rafter wood 71 pairs of soil protection nets 6 have carried out further fixation again simultaneously, reach the integrally-built fixation to ecological revetment
Effect.
As shown in figure 5, the Stability Analysis of Structures in order to further strengthen ecological revetment, overleaf bank protection 1, the first bank protection 2,
Some soil-water protection blocks 9 are provided with inside two bank protections 3, soil-water protection are uniformly implanted to the inside of ecological revetment soon, by water
Stop of the soil protection block 9 to soil, is conducive to reducing the soil loss amount on ecological revetment, while in order to avoid bank protection is caving in
Or drive soil-water protection block 9 to be moved together when soil losses, so soil-water protection block 9 is connected by steel cable 95
Get up to be connected with each other, and steel cable 95 is fixedly connected with kerbstone 41, be conducive to reducing soil-water protection block 9 with soil one
Act situation about being moved.
As shown in Figures 2 and 3, in order to effectively ensure the green coverage of bank protection, overleaf bank protection 1, the first bank protection 2, second
The surface of bank protection 3 is equipped with the pit 8 for planting tree, and pit 8 provides effective planting location for the plantation of trees, while
Trees root system during growth can penetrate the inside of soil, and the root system of trees also has certain locking effect to soil,
Be conducive to the Stability Analysis of Structures of ecological revetment, steel plate 81 be provided with inside pit 8, steel plate 81 has certain iris action to soil,
Reduction slopes are conducive to the phenomenon of slump occur, steel plate 81 has certain shadow to the distributed architecture of slopes inside moisture in soil
Ring, in order to reduce influence of the steel plate 81 to soil, some through holes 811 are provided with steel plate 81, through hole 811 is conducive in slopes
Water flow, is conducive to the water balance inside slopes.Occur by the situation of water submerged to reduce pit 8, it is ensured that pit 8
The survival stability of interior trees, so pit 8 is positioned above the water level of flood, so as to be conducive to the knot of whole ecological revetment
Structure stabilization.
Embodiment two：A kind of river course dykes and dams ecological revetment, the difference with embodiment one is, as it can be seen in figures 5 and 6,
Plant needs a certain amount of nutriment 92 during growth and supplies, in order to ensure that the nutriment 92 to vegetation on ecological revetment is carried
For, cavity 91 is provided with inside soil-water protection block 9, while cavity 91 is filled into nutriment 92, if being provided with the side wall of cavity 91
Dry permeability hole 93, soil-water protection block 9 is implanted into when in ecological revetment, and the nutriment 92 in cavity 91 moves to soil from permeability hole 93
It is that plant growth needs to provide a certain amount of nutriment 92 in earth, is conducive to plant food 92 on ecological revetment to draw.Water and soil
The amount of the nutriment 92 in protection block 9 is fixed with the upper limit, and nutriment 92 can be gradually decreased over time, for convenience to nutriment
92 are augmented, and delivery pipe 94 is provided with soil-water protection block 9, and one end of delivery pipe 94 is connected with cavity 91, the other end with
Back side bank protection 1, the first bank protection 2, the flush of the second bank protection 3, operator can be by delivery pipes 94 in soil-water protection block 9
Continue to add nutriment 92, so as to be conducive to the demand of nutriment 92 of plant growth on ecological revetment.
This specific embodiment is only that, to explanation of the present utility model, it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (6)
1. a kind of river course dykes and dams ecological revetment, including back side bank protection（1）, the first bank protection（2）, the second bank protection（3）, first shield
Slope（2）Slope top be provided with dykes and dams highway（4）, the dykes and dams highway（4）Both sides be provided with kerbstone（41）, first bank protection
（2）With the second bank protection（3）Between be provided with body-building pavement（5）, it is characterized in that：The back side bank protection（1）, the first bank protection（2）, second
Bank protection（3）Surface be equipped with soil protection net（6）, the body-building pavement（5）It is arranged on soil protection net（6）Top, institute
State soil protection net（6）With kerbstone（41）It is fixedly connected, the soil protection net（6）On be equipped with grass planting bag（7）, the plant
Straw bag（7）On be uniformly provided with some rafters wood（71）, the rafter wood（71）Back side bank protection is implanted into through catch net（1）, first shield
Slope（2）, the second bank protection（3）It is interior, the back side bank protection（1）, the first bank protection（2）, the second bank protection（3）Surface be equipped with and supply trees
The pit of plantation（8）, the back side bank protection（1）, the first bank protection（2）, the second bank protection（3）Inside is provided with some soil-water protection blocks
（9）.
2. a kind of river course dykes and dams ecological revetment according to claim 1, it is characterized in that：The pit（8）Inside is provided with steel
Plate（81）, the steel plate（81）It is provided with some through holes（811）.
3. a kind of river course dykes and dams ecological revetment according to claim 2, it is characterized in that：The pit（8）Position be higher than
The water level of flood.
4. a kind of river course dykes and dams ecological revetment according to claim 1, it is characterized in that：The soil-water protection block（9）Uniformly
Distribution overleaf bank protection（1）, the first bank protection（2）, the second bank protection（3）Inside, the soil-water protection block（9）By steel cable（95）
Be together in series interconnection, the steel cable（95）With kerbstone（41）It is fixedly connected.
5. a kind of river course dykes and dams ecological revetment according to claim 4, it is characterized in that：The soil-water protection block（9）It is internal
It is provided with cavity（91）, the cavity（91）Filling nutriment（92）, the cavity（91）Side wall be provided with some permeability holes（93）.
6. a kind of river course dykes and dams ecological revetment according to claim 5, it is characterized in that：The soil-water protection block（9）On set
There is delivery pipe（94）, the delivery pipe（94）One end and cavity（91）Connection, the other end and back side bank protection（1）, the first bank protection
（2）, the second bank protection（3）Flush.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621355380.1U CN206245283U (en) | 2016-12-10 | 2016-12-10 | A kind of river course dykes and dams ecological revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621355380.1U CN206245283U (en) | 2016-12-10 | 2016-12-10 | A kind of river course dykes and dams ecological revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206245283U true CN206245283U (en) | 2017-06-13 |
Family
ID=59005934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621355380.1U Active CN206245283U (en) | 2016-12-10 | 2016-12-10 | A kind of river course dykes and dams ecological revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206245283U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235363A (en) * | 2018-10-26 | 2019-01-18 | 湖南理工学院 | A kind of anti-erosion protective slope structure of Channel slope |
| CN111424607A (en) * | 2020-04-01 | 2020-07-17 | 河海大学 | River course slope protection structure |
| CN113073605A (en) * | 2021-03-25 | 2021-07-06 | 安徽建川市政工程有限公司 | Maintenance method for municipal river channel revetment |
-
2016
- 2016-12-10 CN CN201621355380.1U patent/CN206245283U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235363A (en) * | 2018-10-26 | 2019-01-18 | 湖南理工学院 | A kind of anti-erosion protective slope structure of Channel slope |
| CN111424607A (en) * | 2020-04-01 | 2020-07-17 | 河海大学 | River course slope protection structure |
| CN111424607B (en) * | 2020-04-01 | 2021-10-29 | 河海大学 | River course slope protection structure |
| CN113073605A (en) * | 2021-03-25 | 2021-07-06 | 安徽建川市政工程有限公司 | Maintenance method for municipal river channel revetment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102733401B (en) | Method for treating dump slope of surface mine | |
| CN206512678U (en) | A kind of ecological revetment | |
| CN107989051B (en) | Ecological slope protection system with combination of grid slope protection, sand well water seepage and water guide slope | |
| CN208266847U (en) | Quickly repair structure in Gullied suitable for Canal in Loess Area | |
| CN105756073B (en) | A kind of ion type rareearth mine ecological slope protection building block and its ecological revetment system | |
| CN210827501U (en) | Greening structure of stock ground rock slope | |
| CN206245283U (en) | A kind of river course dykes and dams ecological revetment | |
| CN103397613A (en) | Biological check dam used for erosion gully control and construction method | |
| CN207619930U (en) | A kind of high stable state ecoscape protective slope structure | |
| CN109736257A (en) | It is a kind of for constructing the double river structures and its construction method of ecological circulation water system | |
| CN103362135B (en) | Fang Beng hilllock, protect water and soil net grass bank protection | |
| CN107165176A (en) | A kind of method for strengthening the native check dam in the slope collapse exit or entrance of a clitch or check dam sediment trapping retaining | |
| CN207392127U (en) | A kind of bank protection barricade applied to hydraulic engineering | |
| CN104164854A (en) | Method for ecologically re-greening hardened slope | |
| CN207109721U (en) | A kind of river channel ecology Afforestation Landscape structure | |
| CN206189345U (en) | Dry rubble ecological landscape bank protection is filled on concrete check ridge | |
| CN104499469A (en) | Novel method applicable to treatment of seasonal waterlogged coal-mining subsidence land | |
| CN205954574U (en) | Ecological bank protection of river course dykes and dams | |
| CN207525721U (en) | A kind of eco-drainage ditch structure | |
| CN207193882U (en) | A kind of hydraulic engineering afforestation earth-retaining wall | |
| CN204626510U (en) | The horizontal catch basin of isohypse for water conservation irrigation by infiltration | |
| CN204000745U (en) | A kind of bulwark | |
| CN205223995U (en) | Terraced fields district sediment field structure | |
| CN207484390U (en) | A kind of ecological sediment trapping system for being used to administer collapsed gully erosion | |
| CN102612884B (en) | Land consolidation method capable of increasing effective cultivated land area |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |