CN204849680U - Novel ecological shore protection system - Google Patents
Novel ecological shore protection system Download PDFInfo
- Publication number
- CN204849680U CN204849680U CN201520529838.XU CN201520529838U CN204849680U CN 204849680 U CN204849680 U CN 204849680U CN 201520529838 U CN201520529838 U CN 201520529838U CN 204849680 U CN204849680 U CN 204849680U
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- China
- Prior art keywords
- shore protection
- slope
- ecological
- material layer
- protection system
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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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
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- Revetment (AREA)
Abstract
The utility model relates to a novel ecological shore protection system, have that the structure resistant is erodeed, long service life, permeate water, advantage that the gas permeability is good, can satisfy the river course system the protection standard, do benefit to and resume the river course ecological balance of system, reached ecological green view effect. Sloping including the shore protection, supreme geotechnological water proof material layer, the boulder bed that permeates water, geotechnological muscle material layer, the ecological concrete of adding of being provided with in order is at a distance from constructing, afforest the soil horizon under the domatic vertical direction in shore protection slope is followed, shore protection slope top of slope is equipped with the top of slope culvert, is equipped with metalling at the bottom of the canal in the top of slope culvert, at shore protection slope base of slope, and be not less than afforestation soil horizon department and be provided with the shore protection stake in stretching into the river bottom soiol, hug closely the shore protection stake and pile up and have ecological bag, ecological bag is the echelonment and stacks, and is equipped with the dashpot structure between adjacent ecological bag, be provided with the buffer layer in the dashpot, the buffer layer is fixed through upper and lower adjacent ecological bag, and the bottom of inclining near the ecological bag ladder is provided with the guide pile that stretches into in the river bottom soiol.
Description
Technical field
The utility model belongs to water engineering facility technical field, relates to a kind of novel ecological shore protection system specifically.
Background technology
Along with development that is economic and society, rivers and lakes are polluted more and more serious, and people more and more pay attention to the improve and protect of water body; In Urban River Restoration, the new concepts such as back to nature, hydrophilic, view and culture continue to bring out, and pursue harmony between man and nature development, get close to natural theory and be rooted in the hearts of the people gradually based on ecology.
Ecological revetment is that the ABC of the subjects such as integration engineering mechanics, pedology, ecology and botany carries out supporting to slope or side slope, forms the shore protection technology of the comprehensive shore protection system be made up of plant or engineering and plant; When building ecological shore protection system, be the soil erosion preventing river water from causing due to flow action, conventional is the component protection riverbank of being built by stone-laying or cast-in-situ concrete now.
At present, for reducing washing away and consideration to ecological environment aspect, riverbank of rainwater and river opposite bank band, channel protection form is mainly divided into: (1) one adopts to grout the mode such as stone or concreting, blockwork is chain to be formed, although the impact compared with mass-flow flow velocity can be resisted in this way, protection riverbank; But its Ecological regulation effect is unsatisfactory, and view is comparatively single, lack green landscape effect, and cost is higher; The shore protection of the type is unfavorable for the performance of hydrobiological growth and self-purification of water function, causes the material between water body and land, energy and information transmission to interrupt, is unfavorable for the recovery of ecosystem function.(2) another kind adopts the modes such as soil engineering bag, ecology bag, galvanized wire gabion, although certain Riparian Zone ecological landscape system can be built in this way on shore protection, be conducive to the self-construction self-regeneration of river channel ecology system, safeguard the life vigor of river channel ecology environment; But its shortcoming is that the ability of opposing current scour is more weak.
Summary of the invention
The utility model is exactly for above-mentioned channel revetment system Problems existing, makes up the deficiencies in the prior art, provides a kind of novel ecological shore protection system; The utility model has the advantage of structure resistance to erosion, long service life, permeable, good permeability, can meet the level of protection of river course system, be beneficial to and recover the waterway system ecological homeostasis, reach ecological ideas landscape effect.
A kind of novel ecological shore protection system of the utility model, comprise shore protection slope, its structural feature is: be provided with geotechnological water proof material layer, permeable boulder bed, Earthworking reinforced bar material layer, eco-concrete from bottom to up in turn every structure, green soil layer along the domatic vertical direction in described shore protection slope; Described shore protection slope Po Ding is provided with top, slope escape canal, and be provided with macadam at the bottom of canal in the escape canal of top, described slope, macadam at the bottom of described canal is connected with permeable boulder bed top, is communicated with bottom described permeable boulder bed with river bed; Be not less than green soil layer place and be provided with the shore protection stake stretched in river bottom soiol at the bottom of slope, shore protection slope, be close to described shore protection stake and pile up and have ecology bag, the stepped stacking of described ecology bag, and be provided with dashpot structure between adjacent ecology bag; Be provided with cushion coat in described dashpot, described cushion coat is fixed by neighbouring ecology bag, and the bottom near described ecology bag ladder side is provided with the guide pile stretched in river bottom soiol.
As a kind of preferred version of the present utility model, described shore protection stake is equidistantly arranged along direction, shore protection slope.
As another kind of preferred version of the present utility model, described shore protection stake, the guide pile degree of depth stretched in river bottom soiol is more than 1000mm.
As another kind of preferred version of the present utility model, described ecology bag entirety adopts reinforcing cage parcel, adopts the colligation of Earthworking reinforced bar material to be connected between described ecology bag with shore protection stake.
As another kind of preferred version of the present utility model, described eco-concrete is set to polygon every structure, its inner filling green soil.
As another kind of preferred version of the present utility model, described geotechnological water proof material layer adopts composite geo-membrane, and the lap length between adjacent geotechnological water proof material layer is not less than 200mm.
As another kind of preferred version of the present utility model, described Earthworking reinforced bar material layer adopts earth grille.
As another kind of preferred version of the present utility model, described cushion coat adopts rubble head.
The beneficial effects of the utility model.
The utility model provides a kind of novel ecological shore protection system, described Earthworking reinforced bar material, eco-concrete combinationally using every structure, and river course slope protection can be made to have, and stability is strong, the advantage of long service life; Side slope top water body both can be got rid of by the setting of described permeable boulder bed, geotechnological water proof material layer fast, can infiltrate in the soil body of bottom by anti-water-stop body again; The root system of green plants and eco-concrete can maintain the stability of the domatic soil body in shore protection slope every structure, and the domatic soil body can be prevented to run off, and reduce later maintenance expense; Described ecology bag and shore protection stake, can play ballast effect, is conducive to monolithic stability and the local stability of slope body, and mainly play the unrestrained effect of washing away of water resistant.The utility model has the advantage of structure resistance to erosion, long service life, permeable, good permeability in sum, can meet the level of protection of river course system, be beneficial to and recover the waterway system ecological homeostasis, reach ecological ideas landscape effect.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described further.The utility model protection domain is not only confined to the statement of following content.
Fig. 1 is overall structure schematic diagram of the present utility model.
Mark in figure: 1 be shore protection slope, 2 be macadam at the bottom of canal, 3 be green plants, 5 be Earthworking reinforced bar material layer every structure, 6,7 be permeable boulder bed, 8 be geotechnological water proof material layer, 9 be green soil layer, 10 be shore protection stake, 11 be emergent aquactic plant, 12 be ecology bag, 13 be cushion coat, 14 be water level face, 15 be dashpot, 16 be rubble head, 17 be guide pile for eco-concrete for top, slope escape canal, 4.
Detailed description of the invention
As shown in Figure 1, be overall structure schematic diagram of the present utility model.Comprise shore protection slope 1, its structural feature is: be provided with geotechnological water proof material layer 8, permeable boulder bed 7, Earthworking reinforced bar material layer 6, eco-concrete from bottom to up in turn every structure 5, green soil layer 9 along the domatic vertical direction in described shore protection slope 1; Top, slope, described shore protection slope 1 is provided with top, slope escape canal 3, and be provided with macadam 2 at the bottom of canal in the escape canal 3 of top, described slope, macadam 2 at the bottom of described canal is connected with permeable boulder bed 7 top, is communicated with bottom described permeable boulder bed 7 with river bed; Be not less than green soil layer 9 place and be provided with the shore protection stake 10 stretched in river bottom soiol at the bottom of slope, shore protection slope 1, be close to described shore protection stake 10 and pile up and have ecology bag 12, the stepped stacking of described ecology bag 12, and between adjacent ecology bag 12, be provided with dashpot 15 structure; Be provided with cushion coat 13 in described dashpot 15, described cushion coat 13 is fixed by neighbouring ecology bag 12, and the bottom near described ecology bag 12 ladder side is provided with the guide pile 17 stretched in river bottom soiol.
Described shore protection stake 10 is equidistantly arranged along direction, shore protection slope 1; Described shore protection stake 10, guide pile 17 degree of depth stretched in river bottom soiol is more than 1000mm; Described guide pile 17 is for fixing ecology bag 12.
Described ecology bag 12 entirety adopts reinforcing cage parcel, and described ecology bag 12 is connected with adopting the colligation of Earthworking reinforced bar material between shore protection stake 10; Described reinforcing cage employing diameter is that the plain steel-bar colligation of 6mm forms, and the strength grade of reinforcing bar is Q235.
Described eco-concrete is set to polygon every structure 5, its inner filling green soil; Described eco-concrete can be cast in situs every structure 5 or adopts concrete precast element assembled.
Described geotechnological water proof material layer 8 adopts composite geo-membrane, and the lap length between adjacent geotechnological water proof material layer 8 is not less than 200mm; Described Earthworking reinforced bar material layer 6 adopts earth grille.The composite geo-membrane of employing described in the utility model, the performance indications of earth grille all meet construction technical requirement.
Described cushion coat 13 adopts rubble head.
Above content is the further description done the utility model in conjunction with concrete preferred embodiment; can not assert that concrete enforcement of the present utility model is confined to these explanations; for the utility model person of an ordinary skill in the technical field; without departing from the concept of the premise utility; some simple deduction or replace can also be made, all should be considered as belonging to the protection domain that claims that the utility model submits to are determined.
Claims (8)
1. a novel ecological shore protection system, comprise shore protection slope (1), it is characterized in that: be provided with geotechnological water proof material layer (8), permeable boulder bed (7), Earthworking reinforced bar material layer (6), eco-concrete from bottom to up in turn every structure (5), green soil layer (9) along the domatic vertical direction of described shore protection slope (1); Top, described shore protection slope (1) slope is provided with top escape canal, slope (3), macadam at the bottom of canal (2) is provided with in described top escape canal, slope (3), at the bottom of described canal, macadam (2) is connected with permeable boulder bed (7) top, and described permeable boulder bed (7) bottom is communicated with river bed; Be not less than green soil layer (9) place and be provided with the shore protection stake (10) stretched in river bottom soiol at the bottom of shore protection slope (1) slope, be close to the accumulation of described shore protection stake (10) and have ecology bag (12), described ecology bag (12) stepped stacking, and be provided with dashpot (15) structure between adjacent ecology bag (12); Be provided with cushion coat (13) in described dashpot (15), described cushion coat (13) is fixed by neighbouring ecology bag (12), and the bottom near described ecology bag (12) ladder side is provided with the guide pile (17) stretched in river bottom soiol.
2. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described shore protection stake (10) is equidistantly arranged along shore protection slope (1) direction.
3. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described shore protection stake (10), guide pile (17) degree of depth stretched in river bottom soiol are more than 1000mm.
4. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described ecology bag (12) entirety adopts reinforcing cage parcel, adopts the colligation of Earthworking reinforced bar material to be connected between described ecology bag (12) with shore protection stake (10).
5. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described eco-concrete is set to polygon every structure (5), its inner filling green soil.
6. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described geotechnological water proof material layer (8) adopts composite geo-membrane, and the lap length between adjacent geotechnological water proof material layer (8) is not less than 200mm.
7. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described Earthworking reinforced bar material layer (6) adopts earth grille.
8. a kind of novel ecological shore protection system according to claim 1, is characterized in that: described cushion coat (13) adopts rubble head (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520529838.XU CN204849680U (en) | 2015-07-21 | 2015-07-21 | Novel ecological shore protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520529838.XU CN204849680U (en) | 2015-07-21 | 2015-07-21 | Novel ecological shore protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204849680U true CN204849680U (en) | 2015-12-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520529838.XU Expired - Fee Related CN204849680U (en) | 2015-07-21 | 2015-07-21 | Novel ecological shore protection system |
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| CN (1) | CN204849680U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544461A (en) * | 2015-12-30 | 2016-05-04 | 北京东方园林生态股份有限公司 | Water purification type ecological bank protection overflow system |
| CN105804005A (en) * | 2016-04-26 | 2016-07-27 | 北京东方园林生态股份有限公司 | Wall-hanging type ecological concrete dike and construction method thereof |
| CN106702961A (en) * | 2016-11-30 | 2017-05-24 | 新疆林科院造林治沙研究所 | Soft revetment method for landscape water system |
| 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 |
| CN106980759A (en) * | 2017-03-24 | 2017-07-25 | 中国矿业大学(北京) | A kind of large-scale mine ecological recovery and the intelligence system and method kept |
| CN108640409A (en) * | 2018-04-16 | 2018-10-12 | 浙江工业大学 | A kind of combined biological shore protection and its construction method |
| CN108848729A (en) * | 2018-06-06 | 2018-11-23 | 中国冶集团有限公司 | Soil slope shore protection facade greening system and preparation method thereof |
| CN110894714A (en) * | 2019-11-13 | 2020-03-20 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN113430986A (en) * | 2021-05-25 | 2021-09-24 | 西藏电建成勘院工程有限公司 | Aquatic ecological protection structure suitable for river and lake water body environment treatment and construction method |
-
2015
- 2015-07-21 CN CN201520529838.XU patent/CN204849680U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544461A (en) * | 2015-12-30 | 2016-05-04 | 北京东方园林生态股份有限公司 | Water purification type ecological bank protection overflow system |
| CN105804005A (en) * | 2016-04-26 | 2016-07-27 | 北京东方园林生态股份有限公司 | Wall-hanging type ecological concrete dike and construction method thereof |
| CN106702961A (en) * | 2016-11-30 | 2017-05-24 | 新疆林科院造林治沙研究所 | Soft revetment method for landscape water system |
| 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 |
| CN106980759A (en) * | 2017-03-24 | 2017-07-25 | 中国矿业大学(北京) | A kind of large-scale mine ecological recovery and the intelligence system and method kept |
| CN106980759B (en) * | 2017-03-24 | 2018-04-13 | 中国矿业大学(北京) | A kind of large-scale mine ecological recovery and the intelligence system and method kept |
| CN108640409A (en) * | 2018-04-16 | 2018-10-12 | 浙江工业大学 | A kind of combined biological shore protection and its construction method |
| CN108640409B (en) * | 2018-04-16 | 2023-12-05 | 浙江工业大学 | Combined ecological bank protection and construction method thereof |
| CN108848729A (en) * | 2018-06-06 | 2018-11-23 | 中国冶集团有限公司 | Soil slope shore protection facade greening system and preparation method thereof |
| CN108848729B (en) * | 2018-06-06 | 2021-10-01 | 中国一冶集团有限公司 | Soil slope revetment facade greening system and manufacturing method thereof |
| CN110894714A (en) * | 2019-11-13 | 2020-03-20 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN110894714B (en) * | 2019-11-13 | 2023-04-18 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN113430986A (en) * | 2021-05-25 | 2021-09-24 | 西藏电建成勘院工程有限公司 | Aquatic ecological protection structure suitable for river and lake water body environment treatment and construction method |
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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: 20151209 Termination date: 20180721 |