CN206486867U - A kind of gabion ecological water body revetment structure - Google Patents
A kind of gabion ecological water body revetment structure Download PDFInfo
- Publication number
- CN206486867U CN206486867U CN201621438246.8U CN201621438246U CN206486867U CN 206486867 U CN206486867 U CN 206486867U CN 201621438246 U CN201621438246 U CN 201621438246U CN 206486867 U CN206486867 U CN 206486867U
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- China
- Prior art keywords
- gabion
- layer
- baffling
- slope
- water body
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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
Abstract
The utility model is related to a kind of gabion ecological water body revetment structure, including the slope pool being sequentially connected and slope buffering revetment, gabion baffling is provided between slope pool and slope the buffering revetment, the bottom surface of the gabion baffling and close slope, which are buffered, is enclosed with the first geotechnological layer of cloth on the side of revetment, gabion baffling is stacked by multiple net cage layering fissure of displacement filled with stone and formed, the slope buffering revetment includes being equipped with wetland plant layer on the green concrete layer, blotter and the second geotechnological layer of cloth from top to bottom laid successively, the green concrete layer.Compared with prior art, the utility model has the advantages that water body purification, energy-conserving and environment-protective, structure be reliable, easy construction.
Description
Technical field
The utility model is related to a kind of revetment structure, more particularly, to a kind of gabion ecological water body revetment structure.
Background technology
Revetment refers to be built in coastal waters and land intersection, processes bank with engineering measure and consolidates it, in order to avoid by
The facility of water body in the destruction of various natural causes and human factor, landscape conservation gardens.Revetment has many types and form,
Mainly have：Armored concrete revetment, block stone revetment, ecological revetment.Wherein, ecological revetment is to ensure revetment Stability Analysis of Structures and expiring
On the basis of sufficient ecological balance requirement, building one, beautiful environment, with fresh air, everybody yearning comfortable pleasant environment.Water body
The design of ecological revetment can take into account organic growth and the joint demand of human needs, make the mankind and be really achieved naturally harmony,
It is unified.
Some Urban Parks's revetments build up hard bank protection, bank using masonry, masonry grouting and concrete prefabricated board etc.
Side planting aquatic plants.Though this revetment stability is good, antiscour, it lacks associative perception, land and water is directly separated, permeability
Difference, hinders water and soil exchange, and water plant tends not to good growth, and the procreation limited space of fishes and shrimps, bio-diversity meets with
To destruction, water pollution is serious, so as to have influence on the ecological effect of landscape.
Utility model content
The purpose of this utility model is exactly the defect in order to overcome above-mentioned prior art presence and provides a kind of gabion ecology
Water body revetment structure, has the advantages that water body purification, energy-conserving and environment-protective, structure be reliable, easy construction.
The purpose of this utility model can be achieved through the following technical solutions：
A kind of gabion ecological water body revetment structure, including the slope pool being sequentially connected and slope buffering revetment, it is described oblique
Gabion baffling is provided between slope pool and slope buffering revetment, the bottom surface of the gabion baffling and close slope buffer revetment
The first geotechnological layer of cloth is enclosed with side, gabion baffling is stacked by multiple net cage layering fissure of displacement filled with stone and formed, described
Slope buffering revetment includes the green concrete layer, blotter and the second geotechnological layer of cloth from top to bottom laid successively, described green
Change and wetland plant layer is equipped with concrete layer.
The top of the gabion baffling is concordant with ordinary water level, and the gabion baffling includes the first gabion baffling setting up and down
Layer and the second gabion baffling layer, the first gabion baffling layer and the second gabion baffling layer are by the laying of multiple net cage levels
Into the width of the first gabion baffling layer is less than the width of the second gabion baffling layer.
The width of first gabion baffling layer is 500~700mm, the width of the second gabion baffling layer for 900~
1100mm。
The height of the first gabion baffling layer is more than the height of the second gabion baffling layer.
The height of first gabion baffling layer is 400~600mm, the height of the second gabion baffling layer for 300~
500mm。
The net cage uses the net cage being made by zinc-plated five aluminized wire of outer wrapping PVC protective layers, described zinc-plated five
A diameter of 3~4mm of aluminized wire.
The gradient in the slope pool is 1:2.5~1:3.5.
It is provided between the gabion baffling and slope pool on phytal zone, the phytal zone and is equipped with emergent aquactic plant layer.
The thickness of the green concrete layer is 80-120mm, and the thickness of the blotter is 80-120mm.
The gradient of the slope buffering revetment is 1:2.5~1:3.5.
Compared with prior art, the utility model has advantages below：
1) defect of water body purification function is lacked for existing revetment structure, the utility model sets gabion in slope pool
Barricade, the bulky grain polluter that gabion baffling can be adsorbed, precipitated in water, further promotes water remediation, its is lacunose
Structure can provide habitat for the microorganism in water and small-sized fish etc., improve the life condition of zooplankter, so that
Increase the purification of water quality ability of revetment, energy-conserving and environment-protective to a certain extent.
2) gabion baffling that the utility model is used is stacked by multiple net cage layering fissure of displacement filled with stone and formed, structure
Globality is strong, wind and wave resistance is strong, while having the advantages that water filtering performance is good, it is simple, cheap to construct.
3) gabion baffling is because with certain porosity (20%-30%), river can freely ooze out, and can remove it from
His type barricade osculum easily blocked trouble, avoids causing revetment while setting geotextiles to block silt to washing away for soil
Destruction.
4) slope buffering revetment sets green concrete layer in the utility model, and green concrete layer had both been adapted to plant life
It is long, there is high intensity again, moreover it is possible to live rapid construction, with high intensity, highly-breathable, durability, anti-impact brushing force be strong, freeze thawing resistance
Property the advantage such as good.
5) the utility model has also laid emergent aquactic plant layer, increases ecological afforestation area, can strengthen water body water purification function, full
The demand of sufficient ecological revetment design.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagrammatic cross-section；
Fig. 2 is the structural representation of net cage.
In figure：1st, slope pool, 2, slope buffering revetment, the 3, first geotechnological layer of cloth, 4, net cage, 5, green concrete layer,
6th, blotter, the 7, second geotechnological layer of cloth, the 8, first gabion baffling layer, the 9, second gabion baffling layer, 10, phytal zone, 11, very water
Layer of plants.
Embodiment
The utility model is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with the utility model
Implemented premised on technical scheme, give detailed embodiment and specific operating process, but guarantor of the present utility model
Shield scope is not limited to following embodiments.
As shown in figure 1, a kind of gabion ecological water body revetment structure, including be sequentially connected slope pool 1, phytal zone 10,
Gabion baffling and slope buffering revetment 2, the bottom surface of gabion baffling and close slope buffer and are enclosed with first on the side of revetment 2
Geotechnological layer of cloth 3, gabion baffling by multiple net cages 4 filled with stone be layered the fissure of displacement stack form, slope buffering revetment 2 include by
It is equipped with the geotechnological layer of cloth 7 of green concrete layer 5, blotter 6 and second laid successively under up to, green concrete layer 5
Wetland plant layer, such as floor file class herbaceous plant can effectively prevent from being equipped with emergent aquactic plant on soil erosion, phytal zone 10
Layer 11, water plant is from top to bottom laid in slope pool 1 successively.
The top of gabion baffling is concordant with ordinary water level A, and gabion baffling includes first gabion baffling layer 8 setting up and down and the
Two gabion bafflings layer 9, the first gabion baffling layer 8 and the second gabion baffling layer 9 are formed by the laying of multiple levels of net cage 4, and first
The width of gabion baffling layer 8 is less than the width of the second gabion baffling layer 9, to ensure the stability of gabion baffling bottom, the first stone
The height of cage barricade layer 8 is more than the height of the second gabion baffling layer 9, to ensure that gabion baffling has enough height.
The width of first gabion baffling layer 8 is 500~700mm, and the width of the second gabion baffling layer 9 is 900~1100mm,
The height of first gabion baffling layer 8 is 400~600mm, and the height of the second gabion baffling layer 9 is 300~500mm.The present embodiment
In, the width of the first gabion baffling layer 8 is chosen for 600mm, and the width of the second gabion baffling layer 9 is chosen for 1000mm, the first stone
The height of cage barricade layer 8 is chosen for 500mm, and the height of the second gabion baffling layer 9 is chosen for 400mm.
Net cage 4 is using the net cage 4 being made by zinc-plated five aluminized wire of outer wrapping PVC protective layers, zinc-plated five aluminized wire
A diameter of 3~4mm, diameter 3.4mm steel wire is used in the present embodiment.
As shown in Fig. 2 zinc-plated five aluminized wire pair during gabion baffling installation by wiring around the bag pvc of two coincidences is twisted together
Side helical form is tightened.Articulation length d in the zinc-plated damage of weight, pitch 60mm, i.e. Fig. 2 is avoided to be more than or equal to 60mm, forming specification is
100*120, a diameter of 100mm hexagonal meshes.The mounted fissure of displacement of net cage 4 ornaments are in place, it is to avoid longitudinally through seam occur.
When in mounted 4 net cage 4 installed above of bottom net cage, bottom is fixed in along the bottom frame of new clothes net cage 4 using wiring
On the net cage 4 of layer, the adjacent net cage 4 of same layer is also mutually fastened using wiring, net cage 4 is connected.It is then that net cage 4 is complete
Just start to fill stone after portion is in place, when net cage 4 is filled, should ensure that extra-fill building stones top surface is higher by 2.5~3cm, in order to being sedimentation
Allow some leeway.Fill up after building stones i.e. by under top cover lid, then tightened the wire helical form of two coincidences with wiring in net cage 4.
In the present embodiment, the size of net cage 4 of the first gabion baffling layer 8 is：Long 3000mm × wide 600mm × high 500mm, the second gabion gear
The size of net cage 4 of wall layers 9 is：Long 3000mm × wide 1000mm × high 400mm.
The gradient in slope pool 1 is 1:2.5~1:3.5.The gradient of slope buffering revetment 2 is 1:2.5~1:3.5, this reality
Apply two gradients in example and be set to 1:3.0.
The thickness of green concrete layer 5 is 80-120mm, green during the thickness of blotter 6 is 80-120mm, the present embodiment
The thickness for changing concrete layer 5 and blotter 6 is chosen for 100mm.
The hollow area of stone in water purifying effect in river course, net cage 4 can be increased by revetment structure of the present utility model
Domain can form water plant and perch region, add the expansion of the greenery area of plant so that whole revetment structure ecological is profitable,
Water-holding capacity is strong.
Claims (10)
1. a kind of gabion ecological water body revetment structure, including the slope pool (1) being sequentially connected and slope buffering revetment (2), its
It is characterised by, gabion baffling, the bottom surface of the gabion baffling is provided between the slope pool (1) and slope buffering revetment (2)
And the first geotechnological layer of cloth (3) is enclosed with the side of slope buffering revetment (2), gabion baffling is filled with stone by multiple
Net cage (4) the layering fissure of displacement stack and form, slope buffering revetment (2) includes the green concrete from top to bottom laid successively
Wetland plant layer is equipped with the geotechnological layer of cloth (7) of layer (5), blotter (6) and second, the green concrete layer (5).
2. a kind of gabion ecological water body revetment structure according to claim 1, it is characterised in that the top of the gabion baffling
Portion is concordant with ordinary water level, and the gabion baffling includes the first gabion baffling layer (8) and the second gabion baffling layer setting up and down
(9), the first gabion baffling layer (8) and the second gabion baffling layer (9) are formed by the laying of multiple net cages (4) level, and first
The width of gabion baffling layer (8) is less than the width of the second gabion baffling layer (9).
3. a kind of gabion ecological water body revetment structure according to claim 2, it is characterised in that first gabion baffling
The width of layer (8) is 500~700mm, and the width of the second gabion baffling layer (9) is 900~1100mm.
4. a kind of gabion ecological water body revetment structure according to claim 2, it is characterised in that first gabion baffling
The height of layer (8) is more than the height of the second gabion baffling layer (9).
5. a kind of gabion ecological water body revetment structure according to claim 4, it is characterised in that first gabion baffling
The height of layer (8) is 400~600mm, and the height of the second gabion baffling layer (9) is 300~500mm.
6. a kind of gabion ecological water body revetment structure according to claim 1, it is characterised in that the net cage (4) uses
The net cage being made by zinc-plated five aluminized wire of outer wrapping PVC protective layers, a diameter of 3~4mm of zinc-plated five aluminized wire.
7. a kind of gabion ecological water body revetment structure according to claim 1, it is characterised in that the slope pool (1)
Gradient be 1:2.5~1:3.5.
8. a kind of gabion ecological water body revetment structure according to claim 1, it is characterised in that the gabion baffling and tiltedly
Phytal zone (10) are provided between slope pool (1), emergent aquactic plant layer (11) is equipped with the phytal zone (10).
9. a kind of gabion ecological water body revetment structure according to claim 1, it is characterised in that the green concrete layer
(5) thickness is 80-120mm, and the thickness of the blotter (6) is 80-120mm.
10. a kind of gabion ecological water body revetment structure according to claim 1, it is characterised in that the slope buffering is refuted
The gradient of bank (2) is 1:2.5~1:3.5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621438246.8U CN206486867U (en) | 2016-12-26 | 2016-12-26 | A kind of gabion ecological water body revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621438246.8U CN206486867U (en) | 2016-12-26 | 2016-12-26 | A kind of gabion ecological water body revetment structure |
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| Publication Number | Publication Date |
|---|---|
| CN206486867U true CN206486867U (en) | 2017-09-12 |
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ID=59769710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621438246.8U Expired - Fee Related CN206486867U (en) | 2016-12-26 | 2016-12-26 | A kind of gabion ecological water body revetment structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759086A (en) * | 2016-12-26 | 2017-05-31 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | A kind of gabion ecological water body revetment structure |
| CN108086243A (en) * | 2017-12-07 | 2018-05-29 | 上海勘测设计研究院有限公司 | A kind of environmental riverside zone of navigable river |
| CN108442313A (en) * | 2018-04-03 | 2018-08-24 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of barrier pollution migration and ecological afforestation are in integrated river levee structure and construction method |
| CN115288077A (en) * | 2022-08-19 | 2022-11-04 | 山西省水利水电勘测设计研究院有限公司 | Anti ice of river bank pushes away type bank protection |
-
2016
- 2016-12-26 CN CN201621438246.8U patent/CN206486867U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759086A (en) * | 2016-12-26 | 2017-05-31 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | A kind of gabion ecological water body revetment structure |
| CN108086243A (en) * | 2017-12-07 | 2018-05-29 | 上海勘测设计研究院有限公司 | A kind of environmental riverside zone of navigable river |
| CN108086243B (en) * | 2017-12-07 | 2024-03-29 | 上海勘测设计研究院有限公司 | Ecological type riverbank of navigation river course |
| CN108442313A (en) * | 2018-04-03 | 2018-08-24 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of barrier pollution migration and ecological afforestation are in integrated river levee structure and construction method |
| CN108442313B (en) * | 2018-04-03 | 2024-03-26 | 中国电建集团贵阳勘测设计研究院有限公司 | River dike structure integrating pollution migration blocking and ecological greening and construction method |
| CN115288077A (en) * | 2022-08-19 | 2022-11-04 | 山西省水利水电勘测设计研究院有限公司 | Anti ice of river bank pushes away type bank protection |
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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: 20170912 Termination date: 20191226 |