CN206768733U - Ecological revetment embankment structure - Google Patents
Ecological revetment embankment structure Download PDFInfo
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- CN206768733U CN206768733U CN201720614168.0U CN201720614168U CN206768733U CN 206768733 U CN206768733 U CN 206768733U CN 201720614168 U CN201720614168 U CN 201720614168U CN 206768733 U CN206768733 U CN 206768733U
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- Prior art keywords
- supporting plate
- river
- floating body
- ecological revetment
- embankment structure
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Abstract
The utility model discloses a kind of ecological revetment embankment structure, including riverbank and the erosion control brush layer being arranged on the madial wall of riverbank, side wall of the erosion control brush layer away from riverbank is disposed with several supporting plates along riverbank length direction, each supporting plate slides along the vertical direction with erosion control brush layer to be connected, the support plate upper surface is provided with the soil horizon for planting plants, and the supporting plate lower surface is provided with river and keeps the floating body that supporting plate and river upper surface are flush by buoyancy.Its drip irrigation device is when river upper surface rises, floating body moves upwardly together with river upper surface, because floating body by buoyancy is supported supporting plate, and keeps supporting plate and river upper surface flush, prevent river from overflowing to soil horizon, therefore effectively avoid the root of river submerged plant.
Description
Technical field
Garden architecture technical field is the utility model is related to, more specifically, it relates to a kind of ecological revetment embankment structure.
Background technology
Slope protection bank refers to the side slope positioned at river course edge, washing away for river is subjected to throughout the year, to reduce rushing for riverbank madial wall
Brush, prevents caving in for riverbank.
Existing Authorization Notice No. provides a kind of ecological revetment dike for CN205676829U Chinese patent, and it includes being located at
The concrete layer of riverbed bottom and the concrete layer for being vertically arranged in riverbank madial wall are strong to improve being washed away for riverbank madial wall
Degree；The concrete layer upper surface of river at the bottom of the bed is provided with soil horizon, with planting plants；Planting, can on soil horizon
Play the effect on beautification riverbank.
But can be improved in plum rains time, the water level of river, after the upper surface of river is higher than soil horizon upper surface, river
Water floods the root of plant, greatly reduces the root of plant and the contact of oxygen, so as to cause the root severe depletion of oxygen of plant,
The death of plant is caused, thus it is to be improved.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of ecological revetment embankment structure, its
With the advantage for effectively avoiding river submerged plant root.
To achieve the above object, the utility model provides following technical scheme：
A kind of ecological revetment embankment structure, including riverbank and the erosion control brush layer being arranged on the madial wall of riverbank, the protection against erosion
Side wall of the layer away from riverbank is disposed with several supporting plates along riverbank length direction, and each supporting plate is and protection against erosion
Sliding connection, the support plate upper surface are provided with the soil horizon for planting plants, the supporting plate to layer along the vertical direction
Lower surface is provided with river and keeps the floating body that supporting plate and river upper surface are flush by buoyancy.
By using above-mentioned technical proposal, when river upper surface rises, floating body moves upwardly together with river upper surface,
Because floating body by buoyancy is supported supporting plate, and supporting plate and river upper surface flush are kept, prevent river from overflowing to soil
Layer, therefore the root of river submerged plant is effectively avoided, the root of plant is fully contacted with oxygen.
Further, the floating body is circumferentially positioned at supporting plate edge.
By using above-mentioned technical proposal, the buoyancy of floating body reduces the crooked of supporting plate to supporting plate surrounding uniform stressed,
Supporting plate is set smoothly to be slided on erosion control brush layer.
Further, the supporting plate is provided with what madial wall fitted with floating body lateral wall with the side wall that floating body fits
Fixed groove.
By using above-mentioned technical proposal, when installing floating body, directly floating body is arranged in fixed groove, with to floating body
Positioned, be easy to the installation of floating body.
Further, the fixed groove madial wall is provided with magic suede band, and the floating body lateral wall is provided with and magic
The attached magic hook strip of suede band phase hook.
By using above-mentioned technical proposal, when floating body needs installation, floating body is directly attached to evil spirit by magic hook strip hook
On art suede band, in order to the fixation of floating body.On the other hand, can be directly by floating body from magic suede when needing to dismantle floating body
Take and pull down, in order to the dismounting of floating body.
Further, the floating body is rubber pneumatic bag body, and the rubber pneumatic bag body is communicated with valve cock.
By using above-mentioned technical proposal, with the growth of plant, the gravity of plant is increasing, supporting plate under
It is heavy, inflated by cylinder into valve cock, so as to be filled with more gases in rubber pneumatic bag body, increase the floating of rubber pneumatic bag body
Power, to keep supporting plate to be flush with river upper surface.
Further, the supporting plate is provided through resigning hole, and the valve cock upwardly extends setting, institute through resigning hole
The upper end for stating valve cock is higher than soil horizon upper surface.
By using above-mentioned technical proposal, the mouthpiece of valve cock is above, be easy to cylinder connect valve cock, in order to
Gas is filled with rubber pneumatic bag body.
Further, the support plate upper surface is looped around soil horizon surrounding and is provided with every native flange.
By using above-mentioned technical proposal, the surrounding of soil horizon is by every native flange barrier, to prevent soil horizon surrounding from caving in,
Reduce soil losses.
Further, described slid along the vertical direction every Tu Tuyuanwaicebi is provided with stretch flange formability, the stretch flange formability
It is provided through mounting hole, the mounting hole madial wall is threaded with can be with the fixing screws that are offseted every native flange.
By using above-mentioned technical proposal, when the thickness of soil horizon needs to increase, stretch flange formability is pulled up, and revolves
Dynamic fixing screws, make fixing screws with being offseted every native flange, stretch flange formability are fixed on every on native flange, so as to increase
The height of soil horizon.
Further, it is described that the side of supporting plate is provided with limbers every native flange.
By using above-mentioned technical proposal, when raining, the rainwater in soil horizon is flowed into river through limbers, to prevent rain
Immersion of the water to plant root.On the other hand, when river produces wave, a small amount of river can enter soil horizon through limbers
It is interior, to be kept the skin wet to soil horizon.
Further, the limbers madial wall is provided with the filter cloth for reducing soil losses in soil horizon.
By using above-mentioned technical proposal, filter cloth can filter the soil in soil horizon, reduce soil in soil horizon
It is lost in.
In summary, the utility model has the advantages that：
1st, rubber pneumatic bag body makes supporting plate be flush with river upper surface, due to soil by buoyancy to support supporting plate
Layer effectively avoids the root of river submerged plant in the top of supporting plate；
2nd, the side of supporting plate is provided with limbers every native flange, so that the rainwater in soil horizon is timely discharged into river
In water, the immersion of plant root is reduced.
Brief description of the drawings
Fig. 1 is the structural representation of the present embodiment；
Fig. 2 is the enlarged drawing of part A in Fig. 1；
Fig. 3 is the enlarged drawing of part B in Fig. 2；
Fig. 4 is the enlarged drawing of C portion in Fig. 3.
In figure：1st, riverbank；11st, river；2nd, erosion control brush layer；3rd, supporting plate；31st, fixed groove；311st, magic suede band；32、
Resigning hole；33rd, soil horizon；331st, plant；34th, every native flange；341st, limbers；3411st, filter cloth；4th, floating body；41st, magic hook
Band；42nd, valve cock；5th, stretch flange formability；51st, mounting hole；511st, fixing screws.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Embodiment：
A kind of ecological revetment embankment structure, reference picture 1, it includes riverbank 1 and erosion control brush layer 2, and erosion control brush layer 2 is arranged on riverbank
On 1 madial wall, erosion control brush layer 2 is formed by concreting, or is made up of steel plate, and erosion control brush layer 2 contacts with river 11, to prevent
River 11 directly washes away to the madial wall of riverbank 1.
Reference picture 1, erosion control brush layer 2 deviate from length direction of the side wall on riverbank 1 along riverbank 1 and are disposed with several supports
Plate 3, supporting plate 3 are made up of armored concrete or steel plate；Each supporting plate 3 slides connection along the vertical direction with erosion control brush layer 2,
The mode that the mode of sliding connection coordinates for T-slot with T-shaped piece of sliding, or the mode that dovetail groove coordinates with dovetails sliding.
Referring to Figures 1 and 2, the upper surface of supporting plate 3 is provided with soil horizon 33, for planting plants 331；Supporting plate 3
Lower surface is provided with floating body 4, and floating body 4 is located in river 11, floating body 4 by buoyancy to support supporting plate 3, make supporting plate 3 with
The upper surface of river 11 is flush.Floating body 4 is rubber pneumatic bag body, or is made up of foam, and preferably floating body 4 is rubber pneumatic bag body.
Reference picture 2 and Fig. 3, rubber pneumatic bag body are looped around the edge of supporting plate 3 so that the surrounding of supporting plate 3 uniformly by
To upward buoyancy, it is easy to sliding up and down for supporting plate 3.The side wall that supporting plate 3 is bonded with rubber pneumatic bag body phase is provided with fixation
Groove 31, the madial wall of fixed groove 31 fit with the external side wall of rubber pneumatic bag, to position rubber pneumatic bag body, are easy to pacify
Fill rubber pneumatic bag body；The madial wall of fixed groove 31 is provided with magic suede band 311, and the external side wall of rubber pneumatic bag is provided with magic hook strip
41, magic hook strip 41 and the phase hook of magic suede band 311 are attached, and rubber pneumatic bag body can be rapidly secured to the madial wall of fixed groove 31
On.
Reference picture 2, rubber pneumatic bag body are communicated with valve cock 42；When the buoyancy deficiency of rubber pneumatic bag body, air pump is used（Figure
Not shown in）And air pump is connected with valve cock 42, air pump is inflated into rubber pneumatic bag body, so as to increase the floating of rubber pneumatic bag body
Power, to keep supporting plate 3 to be flush with the upper surface of river 11.Supporting plate 3 is provided through resigning hole 32, so that valve cock 42 is worn
Cross；Valve cock 42 upwardly extends setting through resigning hole 32, and the upper end of valve cock 42 is higher than the upper surface of soil horizon 33, in order to rubber
Glue pneumatophore is inflated.
Reference picture 2 and Fig. 3, the upper surface of supporting plate 3 are provided with every native flange 34, and soil horizon 33 4 is looped around every native flange 34
In week, to prevent caving in for the surrounding side wall of soil horizon 33, reduce the loss of soil in soil horizon 33；Every the native lateral wall of flange 34 along upper
Lower direction sliding is provided with stretch flange formability 5；When the thickness of soil horizon 33 is larger, by the upward sliding of stretch flange formability 5, so as to extend
The upper surface of flange 5 and the upper surface of soil horizon 33 are flush, more preferable soil protection layer 33；Stretch flange formability 5 is provided through
Mounting hole 51, the madial wall of mounting hole 51 are threaded with fixing screws 511, by turn fixing screws 511, make fixing screws
511, with being offseted every native flange 34, stretch flange formability 5 are fixed on every on native flange 34.
Reference picture 3 and Fig. 4, the side of supporting plate 3 is provided with limbers 341 every native flange 34, when rainy, rainwater
It is discharged into time in river 11 into soil horizon 33, and through limbers 341.The madial wall of limbers 341 is provided with filter cloth 3411,
Filter cloth 3411 can be in barrier soil horizon 33 soil, for reducing the loss of soil in soil horizon 33；Filter cloth 3411
For terylene filter cloth, polypropylene fibre filter cloth, polyamide fibre filter cloth and polyvinyl filter cloth.
Operation principle is as follows：When the upper surface of river 11 is gradually increasing, rubber pneumatic bag body floats over the top of river 11, and
Supporting plate 3 is supported by buoyancy, keeps supporting plate 3 and the upper surface flush of river 11；Soil horizon 33 is located at supporting plate 3
Top, to avoid river 11 from flooding the root of plant 331 on soil horizon 33.
When after rainy season, the upper surface of river 11 is gradually reduced, and due to Action of Gravity Field, supporting plate 3 is with the upper surface of river 11
Slide gradually downward, and keep supporting plate 3 to be flush with the upper surface of river 11.
Claims (10)
1. a kind of ecological revetment embankment structure, including riverbank (1) and the erosion control brush layer (2) that is arranged on riverbank (1) madial wall, it is special
Sign is：Side wall of the erosion control brush layer (2) away from riverbank (1) is disposed with several supports along riverbank (1) length direction
Plate (3), each supporting plate (3) slide connection, supporting plate (3) upper surface along the vertical direction with erosion control brush layer (2)
The soil horizon (33) for planting plants (331) is provided with, supporting plate (3) lower surface is provided with positioned at river (11)
In and pass through floating body (4) of the buoyancy to keep supporting plate (3) and river (11) upper surface to be flush.
2. ecological revetment embankment structure according to claim 1, it is characterised in that：The floating body (4) is circumferentially positioned at support
Plate (3) edge.
3. ecological revetment embankment structure according to claim 2, it is characterised in that：The supporting plate (3) is affixed with floating body (4)
The side wall of conjunction is provided with the fixed groove (31) that madial wall fits with floating body (4) lateral wall.
4. ecological revetment embankment structure according to claim 3, it is characterised in that：Fixed groove (31) madial wall is set
There is magic suede band (311), floating body (4) lateral wall is provided with the magic hook strip (41) attached with magic suede band (311) phase hook.
5. ecological revetment embankment structure according to claim 1, it is characterised in that：The floating body (4) is rubber pneumatic bag body, institute
State rubber pneumatic bag body and be communicated with valve cock (42).
6. ecological revetment embankment structure according to claim 5, it is characterised in that：The supporting plate (3) is provided through allowing
Position hole (32), the valve cock (42) upwardly extend setting through resigning hole (32), and the upper end of the valve cock (42) is higher than soil
Layer (33) upper surface.
7. ecological revetment embankment structure according to claim 1, it is characterised in that：Supporting plate (3) upper surface is looped around
Soil horizon (33) surrounding is provided with every native flange (34).
8. ecological revetment embankment structure according to claim 7, it is characterised in that：It is described every native flange (34) lateral wall along upper
Lower direction sliding is provided with stretch flange formability (5), and the stretch flange formability (5) is provided through mounting hole (51), the mounting hole
(51) be threaded with can be with the fixing screws (511) that are offseted every native flange (34) for madial wall.
9. ecological revetment embankment structure according to claim 7, it is characterised in that：It is described every native flange (34) close to supporting plate
(3) side is provided with limbers (341).
10. ecological revetment embankment structure according to claim 9, it is characterised in that：Limbers (341) madial wall is set
There is the filter cloth (3411) for reducing soil horizon (33) interior soil losses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720614168.0U CN206768733U (en) | 2017-05-30 | 2017-05-30 | Ecological revetment embankment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720614168.0U CN206768733U (en) | 2017-05-30 | 2017-05-30 | Ecological revetment embankment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768733U true CN206768733U (en) | 2017-12-19 |
Family
ID=60639829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720614168.0U Expired - Fee Related CN206768733U (en) | 2017-05-30 | 2017-05-30 | Ecological revetment embankment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206768733U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424345A (en) * | 2019-08-06 | 2019-11-08 | 中国水利水电科学研究院 | A kind of stage farmland hard Demonstration for Ecological Sanitation canal |
-
2017
- 2017-05-30 CN CN201720614168.0U patent/CN206768733U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424345A (en) * | 2019-08-06 | 2019-11-08 | 中国水利水电科学研究院 | A kind of stage farmland hard Demonstration for Ecological Sanitation canal |
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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: 20171219 Termination date: 20190530 |