CN207193880U - A kind of gabion revetment structure of natural prototype - Google Patents
A kind of gabion revetment structure of natural prototype Download PDFInfo
- Publication number
- CN207193880U CN207193880U CN201721219174.2U CN201721219174U CN207193880U CN 207193880 U CN207193880 U CN 207193880U CN 201721219174 U CN201721219174 U CN 201721219174U CN 207193880 U CN207193880 U CN 207193880U
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- revetment
- gabion
- slope
- underwater
- river
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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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The utility model discloses a kind of gabion revetment structure of natural prototype, including natural revetment, the underwater revetment of slope, gabion, underwater slope and river bed waterproof on the bank, slope uses 1: 51: 6 slope on the bank, the bottom of the underwater revetment of gabion is provided with bed course, and the wide gabion revetments of 1000mm are provided with above the underwater revetment of gabion, underwater slope also uses 1: 51: 6 slope, and river bed waterproof is from top to bottom formed by dissipating paving scape rock layers, composite water-proof coiled material layer, geotextile layer and rammed earth layer successively.Solve the problems, such as the drought and waterlogging of northern area river, when occurring compared with great flood, the flourishing root system of euhydrophyte can consolidate embankment, the flood fighting of increase revetment, the ability of bank protection, it is allowed to which flood inundation on tracks beach, infiltration are stored in water table；Come temporarily when dry season, underground water reverse osmosis enters river, plays a part of flood detention and mends withered, regulation water level, the euhydrophyte planted on riverbank plays the role of implicit moisture, safeguards the stability of riparian ecosystem.
Description
Technical field
The utility model belongs to ecological restoration technical field, and in particular to a kind of gabion revetment structure of natural prototype.
Background technology
Important component of the riverbank as river, it is to connect aquatic ecosystem and the tie of terrestrial ecosystems, is
River land inland water ecotone is connected part with Riparian Zone.The river ecosystem restoration in China usually ignore river ecosystem structure,
The recovery of function and the reparation of riverbank part, the recovery to damaged riverside vegetation and mesophytia are seldom paid close attention to.For northern water
The area of shortage of resources, usually river water very little, but have the larger amount of elapsing again when flood comes, needed from flood control wider
River cross-section, but in 1 year the most of the time river course it is anhydrous, landscape is very poor.It is prior to ecosystem bio-diversity and
The sustainable use of water resource makes a big impact.
Utility model content
The purpose of this utility model is the gabion revetment structure for providing a kind of natural prototype, to solve above-mentioned background technology
The area for northern shortage of water resources of middle proposition, usually river water very little, but have the larger amount of elapsing again when flood comes,
Need wider river cross-section from flood control, but in 1 year the most of the time river course it is anhydrous, the very poor problem of landscape.
To achieve the above object, the utility model provides following technical scheme：A kind of gabion revetment structure of natural prototype,
Including natural revetment, the underwater revetment of slope, gabion, underwater slope and river bed waterproof, the slope on the bank use 1: 5-1: 6 on the bank
Slope, the bottom of the underwater revetment of gabion is provided with bed course, and the wide stones of 1000mm are provided with above the underwater revetment of gabion
Cage revetment, the underwater slope also use 1: 5-1: 6 slopes, and the river bed waterproof is from top to bottom successively by dissipating paving scape rock layers, answering
Mould assembly waterproof roll layer, geotextile layer and rammed earth layer composition.
Preferably, the thickness of the bed course is 100mm.
Preferably, the horizontal length of the underwater slope is 2000mm-3000mm.
Preferably, the gabion revetment starts with deep water contact portion, and one, buoy of warning should be set per 10m.
Compared with prior art, the beneficial effects of the utility model are：
The utility model not only solves the problem of drought and waterlogging of northern area river are serious, when occurring compared with great flood, true water
The flourishing root system of plant can consolidate embankment, the flood fighting of increase revetment, the ability of bank protection, and allow flood inundation on tracks beach, ooze
It is stored in water table thoroughly；Come temporarily when dry season, underground water reverse osmosis enters river, plays a part of flood detention and mends withered, regulation water level, river
The euhydrophyte planted on the bank also plays the role of implicit moisture, safeguards the stability of riparian ecosystem；And usually these beaches
Ground is then preferable wide open space environment in city, has preferable hydrophily, suitable for Leisure and Recreation；Even more to river ecological system
Vital effect is played in the sustainable use of the stabilization and water resource of system.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
In figure：1st, natural revetment；2nd, slope on the bank；3rd, the underwater revetment of gabion；4th, underwater slope；5th, river bed waterproof；6th, dissipate
Spread scape rock layers；7th, composite water-proof coiled material layer；8th, geotextile layer；9th, rammed earth layer；10th, buoy is warned；11st, bed course.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, the utility model provides following technical scheme：A kind of gabion revetment structure of natural prototype, including
The underwater revetment 3 of natural revetment 1, on the bank slope 2, gabion, underwater slope 4 and river bed waterproof 5, the use of slope 2 on the bank 1: 5-1: 6 are put
Slope, the bottom of the underwater revetment 3 of gabion is provided with bed course 11, and the top of the underwater revetment 3 of gabion is provided with the wide gabions of 1000mm
Revetment, underwater slope 4 also use 1: 5-1: 6 slopes, and river bed waterproof 5 is from top to bottom successively by dissipating paving scape rock layers 6, composite water-proof
Coiled material layer 7, geotextile layer 8 and rammed earth layer 9 form.
In order to accomplish fluently ground to the underwater revetment 3 of gabion, ensure the stability of the underwater revetment 3 of gabion, it is excellent in the utility model
Choosing, the thickness of bed course 11 is 100mm.
Withered, regulation water level is mended in order to play a part of flood detention, in the utility model, it is preferred that the level of underwater slope 4 is long
Spend for 2000mm-3000mm.
In order to prevent drowning incident, in the utility model, it is preferred that gabion revetment starts with deep water contact portion,
10 1, buoy of warning should be set per 10m.
Natural revetment nature revetment 1 in the utility model is mainly used in placing block stone, and it is very aquatic to plant willow, bigcatkin willow etc.
Plant.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of gabion revetment structure of natural prototype, including natural revetment (1), on the bank slope (2), the underwater revetment of gabion (3),
Underwater slope (4) and river bed waterproof (5), it is characterised in that：The slope on the bank (2) uses 1: 5-1: 6 slopes, the gabion water
The bottom of lower revetment (3) is provided with bed course (11), and the wide gabions of 1000mm are provided with above the underwater revetment of gabion (3) and are refuted
Bank, the underwater slope (4) also use 1: 5-1: 6 slopes, and the river bed waterproof (5) is from top to bottom successively by dissipating paving scape rock layers
(6), composite water-proof coiled material layer (7), geotextile layer (8) and rammed earth layer (9) composition.
A kind of 2. gabion revetment structure of natural prototype according to claim 1, it is characterised in that：The bed course (11)
Thickness is 100mm.
A kind of 3. gabion revetment structure of natural prototype according to claim 1, it is characterised in that：The underwater slope
(4) horizontal length is 2000mm-3000mm.
A kind of 4. gabion revetment structure of natural prototype according to claim 1, it is characterised in that：The gabion revetment with
Deep water contact portion starts, and (10) one, buoy of warning should be set per 10m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721219174.2U CN207193880U (en) | 2017-09-21 | 2017-09-21 | A kind of gabion revetment structure of natural prototype |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721219174.2U CN207193880U (en) | 2017-09-21 | 2017-09-21 | A kind of gabion revetment structure of natural prototype |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207193880U true CN207193880U (en) | 2018-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721219174.2U Active CN207193880U (en) | 2017-09-21 | 2017-09-21 | A kind of gabion revetment structure of natural prototype |
Country Status (1)
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| CN (1) | CN207193880U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729409A (en) * | 2018-05-08 | 2018-11-02 | 河海大学 | A kind of river antiseepage stores ecological restoring apparatus again |
| CN110577338A (en) * | 2019-10-12 | 2019-12-17 | 中铁四川生态城投资有限公司 | Natural revetment ecological purification system and purification method thereof |
-
2017
- 2017-09-21 CN CN201721219174.2U patent/CN207193880U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729409A (en) * | 2018-05-08 | 2018-11-02 | 河海大学 | A kind of river antiseepage stores ecological restoring apparatus again |
| CN110577338A (en) * | 2019-10-12 | 2019-12-17 | 中铁四川生态城投资有限公司 | Natural revetment ecological purification system and purification method thereof |
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