CN205822132U - A kind of flowing waters protective slope structure - Google Patents
A kind of flowing waters protective slope structure Download PDFInfo
- Publication number
- CN205822132U CN205822132U CN201620641905.1U CN201620641905U CN205822132U CN 205822132 U CN205822132 U CN 205822132U CN 201620641905 U CN201620641905 U CN 201620641905U CN 205822132 U CN205822132 U CN 205822132U
- Authority
- CN
- China
- Prior art keywords
- protection network
- boulder bed
- soil matrix
- embankment
- waters
- 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
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
A kind of flowing waters protective slope structure, including concrete bank base, above water, and underwater portion, its above water is the gentle slope shape less than 60 ° of angles, its above water includes and the concrete close-connected soil matrix of bank base, boulder bed, protection network, reinforcement, ecological protection layer, its boulder bed is only made up of one layer of cobble being embedded in soil matrix, and shrouding outside its boulder bed has protection network, and its protection network has the reinforcement connecting concrete bank base, its protection network has been arranged in juxtaposition ecological protection layer, and its underwater portion is disposed with the buffer stop, bumping post that center, effluent road is gradually increased to soil matrix.This utility model can make waters keep in touch with embankment ecosystem, does not affect the infiltration in waters, self-purification capacity；Nature embankment form can be simulated, reduce current to bank erosion power, it is possible to while preventing erosion, resist the erosion of great deal running water, prevent embankment by damaged or destroyed by flood, landslide, fix embankment.
Description
Technical field
This utility model relates to a kind of embankment and suffers current scour for a long time, is easily caused the waters of soil erosion by current erosion
Bank protection structure, is also applied for the protective slope structure in small-sized artificial flowing waters.
Background technology
Bank protection many employings concreting at present or masonry, this type of bank protection is completely by waters and embankment
Natural soils separate, greatly reduce the self-purification capacity in waters and cut off contacting of waters and embankment ecosystem；Also adopt
The bank protection of vegetative coverage is added with earth, this type of structural simulation nature bank structure, but flowing waters current cannot be resisted
Wash away, soil erosion, even embankment especially can be caused when The turbulent river crashes its way through or rainy season, the water yield was big directly to be rushed by rainwater, current
Ruin；Additionally also has the bank structure using cylinder mould cladding sandstone earth mixture, though resisting current punching in this class formation short time
Brush, but long-time rear current infiltration easily causes soil and is emptied with current, and sandstone remains, and sandstone is substantially without adhesive force, can
Cylinder mould can be caused to can't bear the heavy load to cause and collapse；And non-concrete or the bank protection of masonry structure, embankment will face asking of landslide
Topic.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of flowing waters protective slope structure, it is possible to make waters and embankment
Ecosystem is kept in touch, and does not affect the infiltration in waters, self-purification capacity；Nature embankment form can be simulated, reduce current to dike
Bank scouring force, it is possible to resist the erosion of great deal running water while preventing erosion, prevents embankment by damaged or destroyed by flood；Prevent landslide,
After building formation a period of time, fixing embankment, form nature and there is the bank structure of cohesiveness and adhesive force, and raw with bank
State environment blends, and has water level alarm function.
For solving above-mentioned technical problem, this utility model adopts the following technical scheme that a kind of flowing waters protective slope structure, its
Being characterised by including concrete bank base, above water, and underwater portion, its concrete bank base is longitudinally through above water and under water
Part；Its above water is the gentle slope shape less than 60 ° of angles, and its above water includes and the concrete close-connected soil matrix of bank base,
Boulder bed, protection network, reinforcement, ecological protection layer, its boulder bed is only made up of one layer of cobble being embedded in soil matrix, its boulder bed
Outside is shrouded and is had protection network, its protection network has through soil matrix the reinforcement that connects protection network and concrete bank base, is used for making
Type keeps, and prevents embankment from collapse, and its protection network has been arranged in juxtaposition ecological protection layer, its ecological protection layer be earth mixed fertilizer with
The divot of plant seed；Utilize the root system constraint boulder bed of plant growing, reduce current and embankment is washed away, its underwater portion
Naturally extending for above-water S-shaped, its underwater portion is disposed with the buffer stop, bumping post that center, effluent road is gradually increased to soil matrix.
Preferably, its protection network is arranged in juxtaposition with ecological protection layer, but ecological protection layer non-bulging in protection network and and ovum
Rock layers outer surface flushes guarantee good laminating after the plant growing of ecological protection layer goes out root system and holds onto boulder bed, and then will
The various piece of embankment is integrated into a whole.
Preferably, its buffer stop, bumping post near soil matrix side exceeds the water surface, can be used for indicating water level.
Preferably, its protection network has some transverse slats being arranged in parallel, the width of its transverse slat more than ecological protection layer and
The gross thickness of boulder bed, can share the lower slide pressing force of boulder bed and ecological protection layer, prevents landslide.
Compared with prior art, the beneficial effects of the utility model are to make waters keep connection with embankment ecosystem
System, does not affect the infiltration in waters, self-purification capacity；Nature embankment form can be simulated, reduce current to bank erosion power, it is possible to anti-
Only resist the erosion of great deal running water while soil erosion, prevent embankment by damaged or destroyed by flood；Prevent landslide, when building formation one section
After between, fixing embankment, form nature and there is the bank structure of cohesiveness and adhesive force, and blend with bank ecological environment, and
There is water level alarm function.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, the accompanying drawing in describing below is only
It is some embodiment of the present utility model, for those of ordinary skill in the art, in the premise not paying creative work
Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 is the structural representation of a kind of specific embodiment of the present utility model；
Wherein: 1-concrete bank base, 2-above water, 3-underwater portion, 4-soil matrix, 5-boulder bed, 6-protection network, 7-adds
Strong muscle, 8-ecological protection layer, 9-buffer stop, bumping post, 10-transverse slat, 11-extends naturally.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described further.
As it is shown in figure 1, a kind of flowing waters protective slope structure, it is characterised in that include concrete bank base 1, above water 2, and
Underwater portion 3, its concrete bank base 1 is longitudinally through above water 2 and underwater portion 3；Its above water 2 is the gentle slope at 30 ° of angles
Shape, its above water 2 includes soil matrix 4 close-connected with concrete bank base 1, boulder bed 5, protection network 6, reinforcement 7, and ecology is anti-
Sheath 8, its boulder bed 5 is only made up of one layer of cobble being embedded in soil matrix 4, and shrouding outside its boulder bed 5 has protection network 6, and it is prevented
Have on protecting wire net 6 through soil matrix 4 reinforcement 7 that connects protection network 6 and concrete bank base 1, its protection network 6 has some parallel
The transverse slat 10 arranged, the width of its transverse slat 10 is more than ecological protection layer and the gross thickness of boulder bed, and its protection network 6 has been arranged in juxtaposition
Ecological protection layer 8, its ecological protection layer 8 is the divot of earth mixed fertilizer and plant seed；Its underwater portion 3 is portion waterborne
The S-shaped divided extends 11 naturally, and its underwater portion 3 is disposed with the buffer stop, bumping post 9 that center, effluent road is gradually increased to soil matrix 4, and it is close
The buffer stop, bumping post 9 of soil matrix 4 side exceeds the water surface.
Described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or uses this practicality new
Type.Multiple amendment to these embodiments will be apparent from for those skilled in the art, is determined herein
The General Principle of justice can realize in the case of without departing from spirit or scope of the present utility model in other embodiments.Cause
This, this utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (4)
1. a flowing waters protective slope structure, it is characterised in that include concrete bank base, above water, and underwater portion, described
Concrete bank base is longitudinally through above water and underwater portion；Described above water is the gentle slope shape less than 60 ° of angles, described waterborne
Part includes and the concrete close-connected soil matrix of bank base, boulder bed, protection network, reinforcement, ecological protection layer, described boulder bed
Only being made up of one layer of cobble being embedded in soil matrix, shrouding outside described boulder bed has protection network, and described protection network has through soil
Base also connects the reinforcement of protection network and concrete bank base, and described protection network has been arranged in juxtaposition ecological protection layer, and described ecology is prevented
Sheath is the divot of earth mixed fertilizer and plant seed；Described underwater portion is that above-water S-shaped extends naturally, described
Underwater portion is disposed with the buffer stop, bumping post that center, effluent road is gradually increased to soil matrix.
A kind of flowing waters the most according to claim 1 protective slope structure, it is characterised in that described protection network and ecological protection
Layer is arranged in juxtaposition, but ecological protection layer is non-bulging flushes in protection network and with boulder bed outer surface.
A kind of flowing waters the most according to claim 1 protective slope structure, it is characterised in that described delaying near soil matrix side
Rush stake and exceed the water surface.
A kind of flowing waters the most according to claim 1 protective slope structure, it is characterised in that have some on described protection network
The transverse slat being arranged in parallel, the width of described transverse slat is more than ecological protection layer and the gross thickness of boulder bed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620641905.1U CN205822132U (en) | 2016-06-26 | 2016-06-26 | A kind of flowing waters protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620641905.1U CN205822132U (en) | 2016-06-26 | 2016-06-26 | A kind of flowing waters protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822132U true CN205822132U (en) | 2016-12-21 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620641905.1U Expired - Fee Related CN205822132U (en) | 2016-06-26 | 2016-06-26 | A kind of flowing waters protective slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822132U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109729932A (en) * | 2018-12-30 | 2019-05-10 | 内蒙古蒙草生态环境（集团）股份有限公司 | High altitude localities hill covered with grass grass slope small area stony desertification bald spot renovation technique |
| CN113155411A (en) * | 2021-04-22 | 2021-07-23 | 陈明 | Sand heap engineering cost device of simulation environment influence for building engineering |
-
2016
- 2016-06-26 CN CN201620641905.1U patent/CN205822132U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109729932A (en) * | 2018-12-30 | 2019-05-10 | 内蒙古蒙草生态环境（集团）股份有限公司 | High altitude localities hill covered with grass grass slope small area stony desertification bald spot renovation technique |
| CN113155411A (en) * | 2021-04-22 | 2021-07-23 | 陈明 | Sand heap engineering cost device of simulation environment influence for building engineering |
| CN113155411B (en) * | 2021-04-22 | 2022-12-16 | 四川省名扬建设工程管理有限公司 | Sand pile engineering cost device for building engineering for simulating environmental influence |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161221 Termination date: 20170626 |