CN103806411A - Landscape stepped ecological stone cage protective bank purification forming method - Google Patents
Landscape stepped ecological stone cage protective bank purification forming method Download PDFInfo
- Publication number
- CN103806411A CN103806411A CN201410036458.2A CN201410036458A CN103806411A CN 103806411 A CN103806411 A CN 103806411A CN 201410036458 A CN201410036458 A CN 201410036458A CN 103806411 A CN103806411 A CN 103806411A
- Authority
- CN
- China
- Prior art keywords
- net sheet
- gabion
- stone
- forming method
- monomer
- 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.)
- Granted
Links
Images
Classifications
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
The invention discloses a landscape stepped ecological stone cage protective bank purification forming method. A stepped platform is formed according to the width of an actual protective bank and seepage-proof geotechnical cloth is cushioned and laid; lengthened stone cage units are arranged sequentially from top to bottom; the adjacent stone cage units are fixed through ground anchors and the bank and a stone cage are fixed through ground anchors, each stone cage unit is formed by assembling a plurality of meshes, stone blocks with different particle sizes are arranged inside the stone cage units, the concave positions are filled with soil and corresponding plants are planted at the concave positions. The landscape stepped ecological stone cage protective bank purification forming method has the advantages that filling of the soil enables the plants and microorganisms to be capable of freely and quickly growing and being formed on the stone cage in a short time without hindering of the stone blocks, pollutants caused by agricultural non-point sources can be effectively held back, on one hand, gradual purification can be realized through plant grooves and on the other handle gradual leakage purification can be realized through the stone blocks with different particle sizes and of the stone cage; the part, located in a water body, of the stone cage also has a water purification function; the method is simple, needed materials are common and easy to obtain, implementation is convenient and meanwhile, well-arranged plant zones can yet be regarded as beautiful scenery of a bank zone.
Description
Technical field
The present invention relates to riverside landscape environment, dystrophication and hold back and remove and processing method or technique that water body in-situ purifies, the particularly clean dirty forming method of a kind of view staged Ecotypic Stone Mesh-box shore protection.Belong to ecological engineering technology field, lake, river.
Technical background
Water bodies of rivers and lakes severe water pollution at present, eutrophication phenomenon frequently occurs, and soil erosion phenomenon also occurs how to control pollutant and enter water bodies of rivers and lakes often, raising water quality, and prevent the large-area loss of water and soil, become instant task.The source of water pollution, is broadly divided into the large class of point-source pollution and non-point pollution (pollution of area source) two.With respect to point-source pollution easily detect, easy to control and be convenient to the feature of management punishment, non-point pollution with its dispersiveness, disguise, random uncertainty, popularity, be difficult for the features such as detection property, purified treatment is brought to very big difficulty.
The shore protection band ecosystem has gallery function, pooling feature and vegetation bank revetment function, especially aspect non-point pollution and Soil Erosion Prevention and Cure, has irreplaceable effect.Utilize and transformation shore protection can improve to a great extent and enters the water quality of water body and prevent bank soil erosion, reduce and receive the pollution risk of sewage body.The bank protection form in lake, current river mainly contains nature shore protection, rigidity revetment and ecology typed bank revetment.Though natural style bank protection can keep Riparian Zone ecological environment, still have deficiency at bank stability, the aspect such as prevent erosion.Though effectively shore protection and preventing erosion of rigidity revetment, hardening shore protection makes Riparian Zone ecological effect have decline, causes the degeneration of ecosystem environment, and the detergent power of holding back of pollutant is reduced, and view visual impression is poor.For this reason, the ecological environment problem that how effectively to improve lake, river shore protection becomes the hot issue that lake, river is administered.The eighties in 20th century, European countries started to promote the use of, to the later stage nineties 20th century domestic also beginning extensively promote the use of, technology and the means of ecological revetment are increasingly mature.
So-called ecological revetment, refers to the natural riverbank after recovery or has the artificial shore protection on nature riverbank " permeability ".According to the difference that uses material, Riparian Zone ecological revetment engineering measure kind is different.Wherein, gabion shore protection is one of traditional ecological revetment method.Its method is, in square or columniform wire mesh cage, fill the blocks of natural stone that diameter is not too large, utilize it flexible large, allow the feature of bank protection deforming of the slope and be used to side slope shore protection and toe river bottom protection etc., formation has setting anti-flood capacity, and the shore protection of tool high voidage, many change in flow band.
That gabion material has is flexible, corrosion-resistant, impact resistance strong, can adapt to river-bed deformation, can effectively prevent erosion, economic dispatch advantage.To the growing method of plant thereon, common are on top layer or the middle fiber mat of laying planting plants or sow vegetable seeds; Or natural sediment earth is passed in the space between wait stone in time, some herbaceous plant of random growth.The shortcoming of fiber mat mode is: the filling mode of gabion building stones and quality directly affect the growth of plant, high to construction requirement, affect clean-up effect, is often difficult to reach expection and purifies target; The shortcoming of waiting for sedimentary clay earthwork formula is: length consuming time, there is no plant growth early stage in completion, and plant effect is uncontrollable, can not play timely and effectively catharsis.
Summary of the invention
What the present invention proposed is the clean dirty forming method of a kind of view staged Ecotypic Stone Mesh-box shore protection, be intended to overcome the defect of above-mentioned Ecotypic Stone Mesh-box shore protection technology, development one has collection landscape function, water purification function, ecological functions etc. are in one, the Riparian Zone bank protection method that comprehensive effect is good.
Technical solution of the present invention is: the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection, is characterized in that becoming stairstepping platform according to the width evolution of actual shore protection, thereon pad paving anti-seepage geotextile; According to by bank to lake, river center position, discharge from high in the end successively DTS gabion monomer; Between adjacent gabion monomer and between riverbank and gabion, fixing with holdfast, arranging with several rows of being close in current parallel direction, described gabion monomer has each net sheet to assemble, built-in different-grain diameter stone, and recess is filled up soil and is planted upper corresponding plant.
Advantage of the present invention: can effectively keep shore protection stable, in situation about preventing erosion, have following many places advantage concurrently, (1) make the moulding of can freely growing up rapidly at short notice of plant and microorganism adding of soil on gabion monomer, the pollutant can effectively catching being caused by agricultural non-point source etc., especially the large flow pollution sources that caused by heavy rain etc., can purify step by step by plant groove with the form of runoff on the one hand, the form of a seepage flow can be by the seepage purification step by step of the biomembrane of the Simple filter system of gabion different-grain diameter stone composition and formation on the other hand, make sewage just enter again water body after a large amount of sections of dirts, (2) be arranged in water body part gabion can by plant absorb and stone between biomembrane effect also have purifying water body effect, (3) this forming method to gabion monomer appropriate change after, also can apply to wide type embankment of vertical, reach the effect of same ecological pollution treatment, (4) this forming method, technique is simple, and material requested is common to be easy to get, and can be mass, and implements conveniently, and the beautiful landscape of Riparian Zone is not lost in picturesque disorder vegetational zone yet simultaneously.
Accompanying drawing explanation
Accompanying drawing 1-1 is that net sheet schematic diagram can be rolled in left and right.
Accompanying drawing 1-2 is ground rectangle net sheet schematic diagram.
Accompanying drawing 1-3 is with recessed rectangle net sheet schematic diagram.
Accompanying drawing 1-4 is that net sheet schematic diagram can be rolled in top.
Accompanying drawing 2-1 is gabion monomer skeleton elevation.
Accompanying drawing 2-2 is gabion monomer skeleton lateral view.
Accompanying drawing 3-1 is gabion monomer elevation.
Accompanying drawing 3-2 is gabion monomer lateral view.
Accompanying drawing 4-1 is elevation after DTS gabion monomer assembled formation.
Accompanying drawing 4-2 is DTS gabion monomer assembled formation lateral side view.
Accompanying drawing 5 is the clean dirty forming method schematic diagrames of view staged Ecotypic Stone Mesh-box shore protection.
Accompanying drawing 6 is the clean dirty forming method schematic diagrames of embankment of vertical staged Ecotypic Stone Mesh-box shore protection.
In figure, 1 is gabion monomer, the 2nd, anti-seepage geotextile, the 3rd, and holdfast, the 4th, with recessed rectangle net sheet, the 5th, net sheet, the 6th can be rolled in left and right, and net sheet, the 7th can be rolled in top, and rectangle net sheet, the 8th is wrapped the high-quality mild steel wire, the 9th of PVC topping, fine steel rib, the 10th, gravel, the 11st, cobble, the 12nd, piece stone, the 13rd, permeation-proof water geotextiles, the 14th, soil, the 15th, plant after zinc-plated.
The specific embodiment
Further describe technical scheme of the present invention below in conjunction with accompanying drawing:
The clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection, becomes stairstepping platform according to the width evolution of actual shore protection, thereon pad paving anti-seepage geotextile 2; According to by bank to lake, river center position, discharge from high in the end successively DTS gabion monomer 1; Between adjacent gabion monomer 1 and between between riverbank and gabion, fixing with holdfast 3, arrange with several rows of being close in current parallel direction, described gabion monomer has each net sheet to assemble, built-in different-grain diameter stone, recess is filled up soil and is planted upper corresponding plant, as shown in Figure 5.
Described gabion monomer 1, by the recessed rectangle net sheet 4 of front and back belt, net sheet 5 can be rolled in left and right, net sheet 6 can be rolled in top, bottom surface rectangle net sheet 7, the high-quality mild steel wire 8 of wrapping PVC topping after to be 2.0mm-4.0mm by diameter zinc-plated is formed by connecting, when enforcement, first the ground rectangle net sheet 7 in gabion monomer 1, the recessed rectangle net sheet 4 of front and back belt and left and right can be rolled over net sheet 5 and be connected into an opening cuboid, fill out to bottom 1/4th At The Heights of gabion monomer 1 gravel 10 that straightens footpath <5cm successively, middle 1/4th At The Heights are filled out and are straightened the cobble 11 that footpath is 5--10cm, often one deck compacting successively, after specified degree, top can be rolled over to net sheet 6 first and is connected and fixed with the whippletree of recessed rectangle net sheet 4, last on gabion monomer 1 dual-side of part fill out straighten footpath be 10--20cm add the 12 limit compactings of piece stone, stone amount reaches after requirement, each limit is connected and fixed, next, permeable geotextiles 13 place mats are also fixing at each of the recess of gabion monomer 1, fill out contiguous soil 14, corresponding Lu Sheng in kind, very water, submerged plant 15.
Described can roll over net sheet 5, top with recessed rectangle net sheet 4, left and right can to roll over the housing skeleton of net sheet 6, rectangle net sheet 7 be 8mm-10mm fine steel rib 9; gabion framework is shaped; mesh is that the length of side is the regular hexagon of 1cm, is all formed by the stranded braiding of high-quality mild steel wire 8 two-wire of wrapping PVC topping after zinc-plated.
Described gabion monomer 1, the high size of length and width is followed successively by 15,10,8 units, and recess isosceles trapezoid is of a size of the upper base height of going to the bottom and is followed successively by 5,8,4 units, can adjust according to actual conditions.
In gabion monomer in SEA LEVEL VARIATION district, plant hay grass, reed, stem or leaf of cattail emergent aquactic plant, in gabion monomer below SEA LEVEL VARIATION district, plant withered grass, golden careless algae, foxtail submerged plant, in the gabion monomer more than SEA LEVEL VARIATION district, plant Chinese littleleaf box, barberry, the small-sized terrestrial plant of glossy privet.
According to the band curved shape on riverbank, the Riparian Zone of can fitting landform is arranged continuously.
Described gabion monomer, also can be applied to wide type embankment of vertical, according to actual revetment, suitably increases the height of gabion monomer, forms DTS gabion monomer, arranges successively from high in the end and is connected and fixed with holdfast, and gabion elongated portion is filled with piece stone.
Described DTS gabion monomer; with the high-quality mild steel wire 8 of wrapping PVC topping after zinc-plated as connection cord; first net sheet 5 can be rolled in ground rectangle net sheet 7, the recessed rectangle net sheet 4 of front and back belt and left and right and connect into an opening cuboid; first fill with piece stone 12 at lengthening gained space place; and carry out compacting; then spread anti-seepage geotextile 2 in piece stone plane and the side side of pulling in to shore, next implementation step is made with gabion monomer.
Claims (8)
1. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection, is characterized in that becoming stairstepping platform according to the width evolution of actual shore protection, thereon pad paving anti-seepage geotextile; According to by bank to lake, river center position, discharge from high in the end successively DTS gabion monomer; Between adjacent gabion monomer and between riverbank and gabion, fixing with holdfast, arranging with several rows of being close in current parallel direction, described gabion monomer has each net sheet to assemble, built-in different-grain diameter stone, and recess is filled up soil and is planted upper corresponding plant.
2. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection according to claim 1; it is characterized in that: described gabion monomer; by the recessed rectangle net sheet of front and back belt; net sheet can be rolled in left and right; net sheet, bottom surface rectangle net sheet can be rolled in top, and the high-quality mild steel wire of wrapping PVC topping after to be 2.0mm-4.0mm by diameter zinc-plated is formed by connecting.
3. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection as claimed in claim 2, it is characterized in that: when described gabion monomer is implemented, first the ground rectangle net sheet in gabion monomer, the recessed rectangle net sheet of front and back belt and left and right can be rolled over net sheet and be connected into an opening cuboid, fill out to bottom 1/4th At The Heights of gabion monomer the gravel that straightens footpath <5cm successively, middle 1/4th At The Heights are filled out and are straightened the cobble that footpath is 5--10cm, often one deck compacting successively, after specified degree, top can be rolled over to net sheet first and is connected and fixed with the whippletree of recessed rectangle net sheet, last on gabion monomer the dual-side of part fill out straighten footpath be 10--20cm add the limit compacting of piece stone, stone amount reaches after requirement, each limit is connected and fixed, next, permeable geotextiles place mat is also fixing at each of the recess of gabion monomer, fill out contiguous soil, corresponding Lu Sheng in kind, very water, submerged plant.
4. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection according to claim 2; it is characterized in that: described can roll over net sheet, top with recessed rectangle net sheet, left and right can to roll over the housing skeleton of net sheet, rectangle net sheet be 8mm-10mm fine steel rib; gabion framework is shaped; mesh is that the length of side is the regular hexagon of 1cm, is all formed by the stranded braiding of high-quality mild steel wire two-wire of wrapping PVC topping after zinc-plated.
5. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection according to claim 2, it is characterized in that: described gabion monomer, the high size of length and width is followed successively by 15,10,8 units, recess isosceles trapezoid is of a size of the upper base height of going to the bottom and is followed successively by 5,8,4 units, adjusts according to actual conditions.
6. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection according to claim 1, it is characterized in that: in the gabion monomer in SEA LEVEL VARIATION district, plant hay grass, reed, stem or leaf of cattail emergent aquactic plant, in gabion monomer below SEA LEVEL VARIATION district, plant withered grass, golden careless algae, foxtail submerged plant, in the gabion monomer more than SEA LEVEL VARIATION district, plant Chinese littleleaf box, barberry, the small-sized terrestrial plant of glossy privet.
7. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection according to claim 1, is characterized in that: according to the band curved shape on riverbank, the Riparian Zone of can fitting landform is arranged continuously.
8. the clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection according to claim 2, it is characterized in that: described gabion monomer, also can be applied to wide type embankment of vertical, according to actual revetment, suitably increase the height of gabion monomer, form DTS gabion monomer, arrange successively from high in the end and be connected and fixed with holdfast, gabion elongated portion is filled with piece stone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410036458.2A CN103806411B (en) | 2014-01-26 | 2014-01-26 | The clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410036458.2A CN103806411B (en) | 2014-01-26 | 2014-01-26 | The clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103806411A true CN103806411A (en) | 2014-05-21 |
| CN103806411B CN103806411B (en) | 2016-03-23 |
Family
ID=50703763
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410036458.2A Expired - Fee Related CN103806411B (en) | 2014-01-26 | 2014-01-26 | The clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103806411B (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924552A (en) * | 2014-05-06 | 2014-07-16 | 苏州大学 | Plant ecological system based on river bank gabion box retaining wall and construction method |
| CN103981836A (en) * | 2014-05-28 | 2014-08-13 | 苏州大学 | Wet-land type gabion box retaining wall for river bank, and construction method of retaining wall |
| CN104153379A (en) * | 2014-08-11 | 2014-11-19 | 重庆威卡科技有限公司 | Ecological combination box for slope protection |
| CN105453939A (en) * | 2016-01-21 | 2016-04-06 | 湖南省森林植物园 | Method for fabricating simple royal water lily cultivation container |
| CN105544462A (en) * | 2015-12-30 | 2016-05-04 | 北京东方园林生态股份有限公司 | Bank protection method for wave dissipation of riverway |
| CN106952550A (en) * | 2016-01-06 | 2017-07-14 | 中国科学院沈阳应用生态研究所 | It is a kind of stepwise to descend water level regulation analogue means |
| CN108330904A (en) * | 2018-03-16 | 2018-07-27 | 中交第三航务工程勘察设计院有限公司 | A kind of gravity-type assembled ecological revetment structure and its construction method |
| CN108532539A (en) * | 2018-04-19 | 2018-09-14 | 中国科学院南京地理与湖泊研究所 | A kind of vegetation type monomer solid base formula ecological revetment system |
| CN108643118A (en) * | 2018-04-02 | 2018-10-12 | 河海大学 | A kind of staged ecological bank protection structure |
| CN109368796A (en) * | 2018-10-22 | 2019-02-22 | 中建水务环保有限公司 | A kind of ecoscape shore protection administered for river water quality |
| CN111320279A (en) * | 2019-01-15 | 2020-06-23 | 复旦大学 | Novel ecological slope protection with efficient water purification function and ecological improvement method |
| CN112136410A (en) * | 2020-09-30 | 2020-12-29 | 中国科学院水生生物研究所 | Method for rapidly building plants in flood plain wetland of Yangtze river central island |
| CN115262476A (en) * | 2022-06-14 | 2022-11-01 | 上海勘测设计研究院有限公司 | Ecological gabion revetment and ecological greening method applicable to same |
| CN115323997A (en) * | 2022-08-19 | 2022-11-11 | 中冶华天南京工程技术有限公司 | Multifunctional detachable overflow weir system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5636938A (en) * | 1994-06-15 | 1997-06-10 | Ragazzo; George | Gabion system |
| CN1632231A (en) * | 2004-12-27 | 2005-06-29 | 河海大学 | Landscape type multi-stage stepwise artificial wetland protection slope forming method |
| JP2012092612A (en) * | 2010-10-28 | 2012-05-17 | Kinki Saiseki Kk | Gabion with hollow holes and gabion connected body |
| KR20120077779A (en) * | 2010-12-31 | 2012-07-10 | (주)남영산업 | Plant mat gabion and it's making method |
| CN102704441A (en) * | 2012-05-30 | 2012-10-03 | 中水东北勘测设计研究有限责任公司 | Arrangement method of ecological gabion chamber revetment type |
-
2014
- 2014-01-26 CN CN201410036458.2A patent/CN103806411B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5636938A (en) * | 1994-06-15 | 1997-06-10 | Ragazzo; George | Gabion system |
| CN1632231A (en) * | 2004-12-27 | 2005-06-29 | 河海大学 | Landscape type multi-stage stepwise artificial wetland protection slope forming method |
| JP2012092612A (en) * | 2010-10-28 | 2012-05-17 | Kinki Saiseki Kk | Gabion with hollow holes and gabion connected body |
| KR20120077779A (en) * | 2010-12-31 | 2012-07-10 | (주)남영산업 | Plant mat gabion and it's making method |
| CN102704441A (en) * | 2012-05-30 | 2012-10-03 | 中水东北勘测设计研究有限责任公司 | Arrangement method of ecological gabion chamber revetment type |
Non-Patent Citations (3)
| Title |
|---|
| 伏永朋等: "格宾技术在长江三峡三斗坪镇护岸防治工程中的应用", 《地质灾害与环境保护》 * |
| 盛军: "罗泾护厂河工程生态石笼的设计探讨", 《水利科技与经济》 * |
| 顾晶: "浅谈崇明岛河道整治中生态护岸的应用", 《广东水利水电》 * |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924552A (en) * | 2014-05-06 | 2014-07-16 | 苏州大学 | Plant ecological system based on river bank gabion box retaining wall and construction method |
| CN103981836A (en) * | 2014-05-28 | 2014-08-13 | 苏州大学 | Wet-land type gabion box retaining wall for river bank, and construction method of retaining wall |
| CN103981836B (en) * | 2014-05-28 | 2015-11-18 | 苏州大学 | The construction method of a kind of wetland type riverbank gabion net barricade |
| CN104153379A (en) * | 2014-08-11 | 2014-11-19 | 重庆威卡科技有限公司 | Ecological combination box for slope protection |
| CN105544462A (en) * | 2015-12-30 | 2016-05-04 | 北京东方园林生态股份有限公司 | Bank protection method for wave dissipation of riverway |
| CN106952550A (en) * | 2016-01-06 | 2017-07-14 | 中国科学院沈阳应用生态研究所 | It is a kind of stepwise to descend water level regulation analogue means |
| CN105453939A (en) * | 2016-01-21 | 2016-04-06 | 湖南省森林植物园 | Method for fabricating simple royal water lily cultivation container |
| CN108330904A (en) * | 2018-03-16 | 2018-07-27 | 中交第三航务工程勘察设计院有限公司 | A kind of gravity-type assembled ecological revetment structure and its construction method |
| CN108643118A (en) * | 2018-04-02 | 2018-10-12 | 河海大学 | A kind of staged ecological bank protection structure |
| CN108532539A (en) * | 2018-04-19 | 2018-09-14 | 中国科学院南京地理与湖泊研究所 | A kind of vegetation type monomer solid base formula ecological revetment system |
| CN109368796A (en) * | 2018-10-22 | 2019-02-22 | 中建水务环保有限公司 | A kind of ecoscape shore protection administered for river water quality |
| CN109368796B (en) * | 2018-10-22 | 2024-03-15 | 中建生态环境集团有限公司 | Ecological landscape revetment for river water quality treatment |
| CN111320279A (en) * | 2019-01-15 | 2020-06-23 | 复旦大学 | Novel ecological slope protection with efficient water purification function and ecological improvement method |
| CN112136410A (en) * | 2020-09-30 | 2020-12-29 | 中国科学院水生生物研究所 | Method for rapidly building plants in flood plain wetland of Yangtze river central island |
| CN112136410B (en) * | 2020-09-30 | 2022-11-01 | 中国科学院水生生物研究所 | Method for rapidly building plants in flood plain wetland of Yangtze river central island |
| CN115262476A (en) * | 2022-06-14 | 2022-11-01 | 上海勘测设计研究院有限公司 | Ecological gabion revetment and ecological greening method applicable to same |
| CN115323997A (en) * | 2022-08-19 | 2022-11-11 | 中冶华天南京工程技术有限公司 | Multifunctional detachable overflow weir system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103806411B (en) | 2016-03-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103806411B (en) | The clean dirty forming method of view staged Ecotypic Stone Mesh-box shore protection | |
| CN104472176B (en) | The construction method that mountain river riverbank vegetation ecological recovers | |
| CN103215920B (en) | Sectored multi-step ecological buffer revetment system | |
| CN100398753C (en) | Reservoir bank ecological protection system | |
| CN201495549U (en) | Abandoned automobile tire and packing composite ecological protecting slope | |
| CN102146666B (en) | River waterfront multiplayer composite plant pollutant purification zone and construction method of river waterfront multiplayer composite plant pollutant purification zone | |
| CN102995843B (en) | Method for greening low-maintenance ecological slope roof | |
| US20170107131A1 (en) | Unpowered water purification system for a riverfront landscape constructed wetland | |
| CN110700186B (en) | Hydro-fluctuation belt ecological slope protection system coping with hydrological changes | |
| CN106192938A (en) | A kind of ecological canal system for farmland water-break pollution prevention and construction method | |
| CN205475096U (en) | A ecological gabion for stereoplasm river bank protection | |
| CN104047262A (en) | Composite curtain wall for efficiently intercepting pollutants in farmland surface source | |
| CN102219305A (en) | Vertical revetment river lake water wet land system and construction method thereof | |
| CN103526717A (en) | Binjiang touring type wetland revegetation mode structure | |
| CN103422466B (en) | A kind of black smelly river regulation and restoration methods | |
| CN203080471U (en) | Fan-shaped multi-step type ecological buffering type bank protection system | |
| CN103011413A (en) | Wind wave resistant ecological floating bed applied to large-area water body | |
| CN208395853U (en) | A kind of drawing out type Ecotypic Stone Mesh-box construction | |
| CN109385975A (en) | A kind of compound river channel system | |
| CN205242598U (en) | Online ecological vegetation infiltration shallow ridges | |
| CN106865777A (en) | A kind of lake view water body early-stage rainwater groundwater pollution control | |
| CN207498888U (en) | A kind of alluvial flat wetland swag system | |
| CN103290806A (en) | Environmental-friendly ecological reinforcing dam system | |
| CN210559648U (en) | Step multi-section undercurrent artificial wet land treating pool | |
| CN209873714U (en) | River bank protection structure for urban mountain area |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20160323 Termination date: 20220126 |