CN104790346A - Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall - Google Patents
Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall Download PDFInfo
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- CN104790346A CN104790346A CN201510230832.7A CN201510230832A CN104790346A CN 104790346 A CN104790346 A CN 104790346A CN 201510230832 A CN201510230832 A CN 201510230832A CN 104790346 A CN104790346 A CN 104790346A
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- gabion box
- retaining wall
- deal pile
- bank slope
- gabion
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- 235000008331 Pinus X rigitaeda Nutrition 0.000 title claims abstract description 38
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- 241000018646 Pinus brutia Species 0.000 title claims abstract description 38
- 239000002689 soil Substances 0.000 claims abstract description 34
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 34
- 239000004575 stone Substances 0.000 claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 239000004746 geotextile Substances 0.000 claims abstract description 10
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 5
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims abstract description 5
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims abstract description 5
- 235000009120 camo Nutrition 0.000 claims abstract description 5
- 235000005607 chanvre indien Nutrition 0.000 claims abstract description 5
- 239000011487 hemp Substances 0.000 claims abstract description 5
- 241000196324 Embryophyta Species 0.000 claims description 51
- 238000007667 floating Methods 0.000 claims description 23
- 238000002513 implantation Methods 0.000 claims description 10
- 241000251468 Actinopterygii Species 0.000 claims description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 229920006327 polystyrene foam Polymers 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 244000082204 Phyllostachys viridis Species 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 8
- 238000009954 braiding Methods 0.000 abstract 1
- 230000014759 maintenance of location Effects 0.000 abstract 1
- 238000000746 purification Methods 0.000 abstract 1
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- 241001330002 Bambuseae Species 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003020 moisturizing effect Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000013632 homeostatic process Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
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- 238000007493 shaping process Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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Abstract
The invention provides a reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall which comprises gabion boxes, pine piles, a graded broken stone layer, anti-filter geotextiles and geogrids. The gabion boxes are rectangular meshy box cages formed by braiding or welding steel wires, are arranged along the longitudinal axis of the retaining wall from bottom to top in a stepped mode and are vertically staggered and arranged in a staggered joint mode to form two rows. The rows of pine piles are arranged on the inner sides and the outer sides of the gabion boxes, and the adjacent pine piles are connected by using hemp ropes to form a whole. The graded broken stone layer is arranged between the inner-side pine piles and wall back soil bodies. The anti-filter geotextiles are arranged between the outer-side pine piles and the gabion boxes and between the graded broken stone layer and the wall back soil bodies. The geogrids are arranged between the adjacent gabion boxes and adjacent wall back soil bodies. The reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall has the advantages of being good in whole structural stability, capable of being resistant to hydraulic scour suffered by a bank slope and playing a better protection role on the river bank slope and having the effects of environment greening, air and water body purification, soil fixation and moisture retention.
Description
Invention field
The present invention relates to reservoir drawdown band bank slope protection technology, be related specifically to a kind of reservoir drawdown band bank slope protection deal pile-gabion box combination and plant raw retaining wall.
Background technology
Reservoir drawdown band also known as eat and flow zone or fluctuation district, refer to reservoir make because of seasonal fluctuation in stage periphery flood soil periodically exposure in one of the water surface special region.Falling zone forms a huge Huan Ku ecological green belt between reservoir area water body and land bank, is that a kind of special land and water interlocks wetlands ecosystems.The operating scheme that Three Gorges Reservoir is taked " clear row is turbid for poultry ", drop reaches the falling zone of 30 meters to cause upstream to occur.Periodically wash away because bank slope is subject to water body and floods, in region, falling zone, the plant of script is dead gradually disappears, cause a large amount of earth exposed, severe water and soil erosion, bring out many places collapse on the bank, landslide, threaten the sustainable development of the normal performance of Hydraulic and Hydro-Power Engineering function, the life property safety of the people and ecology in reservoir area system.Falling zone, by storehouse bank runoff and the impact erosion of reservoir water wave, more easily forms soil erosion, the avalanche of bank body, not only can not play the insulation blocking function to water body, can carry the safety of more pollutant and silt threat reservoir area water quality and dam on the contrary.Meanwhile, terrestial enviornment original in falling zone changes into water winter, land summer alternate environment, has the features such as flooding time is long, fluctuation in stage amplitude is large.General plant is difficult to adapt to, and normal falls after rise in naked state water level, and arid is thin and weak, is flooded then for a long time after rising of groundwater level.And water plant not drought resisting usually, xerophyte is not resistance to be flooded, and lean thin domatic environment more limits plant growth, and similar " desertification " view of generation is inharmonious also by the development of restriction Reservoir region tourist industry, administers and there is very large difficulty.
At present, reservoir drawdown band bank slope protection technology often only puts undue emphasis on the functions such as flood control, diversion, water drainage, retaining, the harmony of the ecological environment of less consideration river and periphery.The rigid protection means such as normal employing concrete, cemented rock carry out bank slope protection, only pay attention to the flood control function of bank protection structure, have ignored the ecological effect in river, river, completely by manual, channelization, destroys original ecological homeostasis, and its volume, weight are large, material therefor is many, operating expenses is high, and artificial trace is serious, does not have ecology and landscape function; Rigid protection build by laying bricks or stones shaping after, water system and soil and biotic environment thereof are separated, and many animals and plants cannot survive, the broken ring biological chain of natural river, and bank slope of reservoir can not filter surface flow and purify water, destroy ecological environment; And traditional stone and concrete color gloomy, surface dull, give visual effect that is stiff, coarse, ash cooling, the effect of beautifying the environment can not be played, more can not adapt with surrounding enviroment.Obviously, prior art reservoir drawdown band bank slope protection method also exists functions such as only focusing on flood control, diversion, water drainage, retaining, the problems such as the ecological environment of less consideration river and periphery.
Summary of the invention
What exist for solution prior art reservoir drawdown band bank slope protection method only focuses on the functions such as flood control, diversion, water drainage, retaining, the problems such as the ecological environment of less consideration river and periphery, the present invention proposes a kind of reservoir drawdown band bank slope protection deal pile-gabion box combination and plants raw retaining wall.Reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is planted raw retaining wall, is comprised, gabion box, deal pile, graded broken stone layer, anti-filter geotextiles and geo-grid; Gabion box, for adopting braided steel wire or be welded into the netted boxes and baskets of rectangle, to be ladder-like arranged and the two rows fissure of displacement is staggered from lower to upper along retaining wall longitudinal axis, and being filled with in gabion box inside can the packeted soil of cultivated plant; In gabion box inner side and outer side, deal pile in a row is set, the deal pile being arranged in the gabion box both sides of basic part inserts ground, the outside deal pile being arranged in upper strata gabion box inserts lower floor's gabion box, after inner side deal pile insertion wall in the soil body, connects into entirety between adjacent deal pile with the rope made of hemp; Graded broken stone layer is provided with between the soil body after inner side deal pile and wall; Anti-filter geotextiles is provided with between the soil body between outside deal pile and gabion box and after graded broken stone layer and wall; Between adjacent layer gabion box and after adjacent layer wall, between the soil body, geo-grid is set; The width of described graded broken stone layer is 20cm ~ 40cm.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and the inner side of bottom gabion box is provided with pine frame, is provided with plant floating bed at pine arch, pine frame and plant floating bed rope are fixed up; Described pine frame is that to form cross sectional shape be trapezoidal casing in pine colligation, in casing, be filled with cobble; The plant floating bed floating mat for being provided with implantation hole, filling soil in implantation hole, and plantation emergent aquactic plant.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and the steel wire of gabion box is high-strength corrosion-resistant steel wire or the high-tensile steel wires being coated with PVC; The height of gabion box is 80cm ~ 120cm, and after height and wall, the height of the soil body matches.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and each gabion box upper and lower four angles place high-tensile steel wires being coated with PVC connect adjacent gabion box colligation.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and the degree of depth that deal pile inserts in ground or lower floor's gabion box or after wall in the soil body is not less than 80cm.
Further, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is planted raw retaining wall, is connected into entirety between adjacent deal pile with rope.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and one end of geo-grid is mixed between upper and lower two-layer gabion box, and with rope, geo-grid and gabion box is tightened.
Further, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is planted raw retaining wall, is planted planting submerged plant, in ordinary water level gabion box, plant emergent aquactic plant, in high water level gabion box, plant hygrophyte in low water stage gabion box.
Further, raw retaining wall is planted in the combination of reservoir drawdown band bank slope protection deal pile of the present invention-gabion box, and the pine colligation of diameter 5 ~ 10cm selected by pine frame, pine arch width and be highly 80 ~ 120cm, bottom width is 150 ~ 200cm, and at least 1/2 of height imbeds ground; Further, be provided with fish nest hole in the side that meets water of pine frame and be communicated with the Porous space formed between cobble.
Further, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, one or more in employing bamboo, timber or polystyrene foam plastics are made plant floating bed, and that plant floating bed is width 80 ~ 120cm, and length is 150cm ~ 250cm; Implantation hole is that hoop is uniformly distributed, bore dia 5 ~ 10cm, the degree of depth 8 ~ 15cm.
The Advantageous Effects that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is that whole structural stability is good, can resist the sluicing suffered by bank slope, can play good protective action to river course bank slope; Gabion box and plant floating bed surface are planted and are completely covered, clear layer, in picturesque disorder, play greening environment, purify air, the effect of solid native moisturizing, and plant can also tackle surface flow pollution of area source, purifying water body.
Accompanying drawing explanation
Accompanying drawing 1 is the diagrammatic side-view cross-sectional schematic diagram that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination;
Accompanying drawing 2 is front elevational schematic that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination;
Accompanying drawing 3 is schematic three dimensional views of pine frame of the present invention;
Accompanying drawing 4 is the plant floating bed diagrammatic side-view cross-sectional schematic diagrames of the present invention.
Below in conjunction with drawings and the specific embodiments, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is planted raw retaining wall and is further described.
Detailed description of the invention
Accompanying drawing 1 is the diagrammatic side-view cross-sectional schematic diagram that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, accompanying drawing 2 is front elevational schematic that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, accompanying drawing 3 is schematic three dimensional views of pine frame of the present invention, and accompanying drawing 4 is the plant floating bed diagrammatic side-view cross-sectional schematic diagrames of the present invention; In figure, 1 is gabion box, and 2 is that deal pile, 3 is for graded broken stone layer, 4 is anti-filter geotextiles, and 5 is geo-grid, and 6 is packeted soil, 7 is the soil body after wall, and 8 is pine frame, and 9 is plant floating bed, 10 is rope, and 11 is cobble, and 12 is implantation hole, 13 is submerged plant, 14 is emergent aquactic plant, and 15 is hygrophyte, and 16 is fish nest hole.As seen from the figure, reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is planted raw retaining wall, is comprised, gabion box 1, deal pile 2, graded broken stone layer 3, anti-filter geotextiles 4 and geo-grid 5; Gabion box 1, for adopting braided steel wire or being welded into the netted boxes and baskets of rectangle, to be ladder-like arranged and the two rows fissure of displacement is staggered from lower to upper along retaining wall longitudinal axis, and being filled with in gabion box 1 inside can the packeted soil 6 of cultivated plant; In gabion box 1 inner side and outer side, deal pile 2 in a row is set, the deal pile 2 being arranged in gabion box 1 both sides of basic part inserts ground, the outside deal pile 2 being arranged in upper strata gabion box 1 inserts lower floor's gabion box, inner side deal pile 2 to insert after wall in the soil body 7, connects into entirety between adjacent deal pile 2 with the rope made of hemp; Graded broken stone layer 3 is provided with between the soil body 7 after inner side deal pile 2 and wall; Anti-filter geotextiles 4 is provided with between the soil body 7 between outside deal pile 2 and gabion box 1 and after graded broken stone layer 3 and wall; Between adjacent layer gabion box 1 and after adjacent layer wall, between the soil body 7, geo-grid 5 is set; The width of described graded broken stone layer 3 is 20cm ~ 40cm.In addition, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination, and the inner side of bottom gabion box 1 is provided with pine frame 8, and pine frame 8 top is provided with plant floating bed 9, and pine frame 8 is connected with rope 10 with plant floating bed 9; Described pine frame 5 is trapezoidal casing for pine colligation forms cross sectional shape, is filled with cobble 11 in casing; Plant floating bed 9 for being provided with the floating mat of implantation hole 12, filling soil in implantation hole 12, and plantation emergent aquactic plant 14.The combination of reservoir drawdown band bank slope protection deal pile of the present invention-gabion box plant raw retaining wall adopt deal pile to insert wall after the soil body and connect into entirety with the rope made of hemp between adjacent deal pile, effective increase retaining wall erosion resistibility and stability, and there is good landscape effect.For ensureing the application life of gabion box, ensure resistance to overturning and the impact resistance of gabion box, the steel wire of gabion box of the present invention is high-strength corrosion-resistant steel wire or the high-tensile steel wires being coated with PVC, upper and lower four angles place of each gabion box connects adjacent gabion box colligation with the high-tensile steel wires being coated with PVC, the degree of depth that deal pile inserts in ground or lower floor's gabion box or after wall in the soil body is not less than 80cm, connects into entirety between adjacent deal pile with rope.Further, the height of gabion box is 80cm ~ 120cm, and after height and wall, the height of the soil body 7 matches.The bulk strength of raw retaining wall is planted for increasing reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination further, the present invention arranges wide graded broken stone layer after retaining wall, there is drainage drainage, macadam energy adaptive deformation under load action, water impact energy can also be absorbed, improve erosion resistibility; Be provided with anti-filter geotextiles after deal pile backwater side, outside and graded broken stone layer, prevent the loss of earth material, ensure the patency that infiltration is permeable; After often row's gabion box has been laid, the back-filling in layers soil body grinding compacting, and one deck geo-grid is laid at interval, one end of geo-grid is mixed between upper and lower two-layer gabion box, and with rope, geo-grid and gabion box are tightened, with enhanced level to resistance to overturning.For improving the ecological environment, recover riparian ecosystem bio-diversity, the present invention is according to the water level conditions during difference regimen of falling zone, planting submerged plant is planted in low water stage gabion box, in ordinary water level gabion box, plant emergent aquactic plant, in high water level gabion box, plant hygrophyte, form phytobiocoenose system, define one shore bank green screen, beautify riverside landscape.The pine colligation of diameter 5 ~ 10cm selected by pine frame of the present invention, pine arch width and highly be 80 ~ 120cm, and bottom width is 150 ~ 200cm, and highly at least 1/2 imbeds ground; Further, be provided with fish nest hole in the side that meets water of pine frame and be communicated with the Porous space formed between cobble.Further, one or more adopting in bamboo, timber or polystyrene foam plastics make plant floating bed 9, plant floating bed 9 be width 80 ~ 120cm, length is 150cm ~ 250cm; Implantation hole 16 is uniformly distributed in hoop, bore dia 5 ~ 10cm, the degree of depth 8 ~ 15cm.Fish nest hole provides habitat for aquatic animals such as fish, and plant can also tackle surface flow pollution of area source purifying water body, has both been conducive to monolithic stability and the local stability of slope body, is conducive to again recovering riparian ecosystem bio-diversity.
Obviously, the Advantageous Effects that raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile of the present invention-gabion box combination is that whole structural stability is good, can resist the sluicing suffered by bank slope, can play good protective action to river course bank slope; Gabion box and plant floating bed surface are planted and are completely covered, clear layer, in picturesque disorder, play greening environment, purify air, the effect of solid native moisturizing, and plant can also tackle surface flow pollution of area source, purifying water body.
Claims (10)
1. a raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is characterized in that, this retaining wall comprises, gabion box, deal pile, graded broken stone layer, anti-filter geotextiles and geo-grid; Gabion box, for adopting braided steel wire or be welded into the netted boxes and baskets of rectangle, to be ladder-like arranged and the two rows fissure of displacement is staggered from lower to upper along retaining wall longitudinal axis, and being filled with in gabion box inside can the packeted soil of cultivated plant; In gabion box inner side and outer side, deal pile in a row is set, the deal pile being arranged in the gabion box both sides of basic part inserts ground, the outside deal pile being arranged in upper strata gabion box inserts lower floor's gabion box, after inner side deal pile insertion wall in the soil body, connects into entirety between adjacent deal pile with the rope made of hemp; Graded broken stone layer is provided with between the soil body after inner side deal pile and wall; Anti-filter geotextiles is provided with between the soil body between outside deal pile and gabion box and after graded broken stone layer and wall; Between adjacent layer gabion box and after adjacent layer wall, between the soil body, geo-grid is set; The width of described graded broken stone layer is 20cm ~ 40cm.
2. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination according to claim 1, it is characterized in that, the inner side of bottom gabion box is provided with pine frame, is provided with plant floating bed at pine arch, pine frame and plant floating bed rope are fixed up; Described pine frame is that to form cross sectional shape be trapezoidal casing in pine colligation, in casing, be filled with cobble; The plant floating bed floating mat for being provided with implantation hole, filling soil in implantation hole, and plantation emergent aquactic plant.
3. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination according to claim 1, and it is characterized in that, the steel wire of gabion box is high-strength corrosion-resistant steel wire or the high-tensile steel wires being coated with PVC; The height of gabion box is 80cm ~ 120cm, and after height and wall, the height of the soil body matches.
4. according to claim 1 or 2, raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination, and it is characterized in that, each gabion box upper and lower four angles place high-tensile steel wires being coated with PVC connect adjacent gabion box colligation.
5. reservoir drawdown band bank slope protection deal pile-gabion box combination is planted raw retaining wall, be it is characterized in that according to claim 1, and the degree of depth that deal pile inserts in ground or lower floor's gabion box or after wall in the soil body is not less than 80cm.
6. according to claim 1 or 4, reservoir drawdown band bank slope protection deal pile-gabion box combination is planted raw retaining wall, be it is characterized in that, connect into entirety between adjacent deal pile with rope.
7. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination according to claim 1, and it is characterized in that, one end of geo-grid is mixed between upper and lower two-layer gabion box, and with rope, geo-grid and gabion box is tightened.
8. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination according to claim 1, it is characterized in that, in low water stage gabion box, plant planting submerged plant, in ordinary water level gabion box, plant emergent aquactic plant, in high water level gabion box, plant hygrophyte.
9. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination according to claim 2, it is characterized in that, the pine colligation of diameter 5 ~ 10cm selected by pine frame, pine arch width and be highly 80 ~ 120cm, bottom width is 150 ~ 200cm, and at least 1/2 of height imbeds ground; Further, be provided with fish nest hole in the side that meets water of pine frame and be communicated with the Porous space formed between cobble.
10. raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination according to claim 2, it is characterized in that, one or more in employing bamboo, timber or polystyrene foam plastics are made plant floating bed, that plant floating bed is width 80 ~ 120cm, and length is 150cm ~ 250cm; Implantation hole is that hoop is uniformly distributed, bore dia 5 ~ 10cm, the degree of depth 8 ~ 15cm.
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| CN201510230832.7A CN104790346B (en) | 2015-05-08 | 2015-05-08 | Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination |
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| CN201510230832.7A CN104790346B (en) | 2015-05-08 | 2015-05-08 | Raw retaining wall is planted in reservoir drawdown band bank slope protection deal pile-gabion box combination |
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| CN114182689A (en) * | 2021-12-12 | 2022-03-15 | 黑龙江茂程科技有限责任公司 | Assembled ecological revetment for purifying urban inland river water body |
| CN114197393A (en) * | 2021-12-17 | 2022-03-18 | 浙江工业大学 | Hydro-fluctuation belt side slope ecological management method based on inverted filter |
| CN114398708A (en) * | 2022-01-14 | 2022-04-26 | 上海园林（集团）有限公司 | Method for constructing waterfront landscape for improving regional water resource environment protection performance |
| CN117587750A (en) * | 2023-12-26 | 2024-02-23 | 中建三局集团华南有限公司 | River ecological slope protection construction device and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0931991A (en) * | 1995-07-13 | 1997-02-04 | Jagras:Kk | Retaining wall for plant growing on side slope |
| CN101078205A (en) * | 2007-07-20 | 2007-11-28 | 北京市水利科学研究所 | Reservoir bank ecological protection system |
| CN202298560U (en) * | 2011-09-20 | 2012-07-04 | 北京正和恒基滨水生态环境治理有限公司 | Wood stake ecological revetment |
| CN202718138U (en) * | 2012-08-23 | 2013-02-06 | 浙江祥生建设工程有限公司 | Self-locking type ecological retaining wall structure |
| CN203866858U (en) * | 2014-03-18 | 2014-10-08 | 惠州市东江园林工程有限公司 | Riverway revetment plant-growing retaining wall |
-
2015
- 2015-05-08 CN CN201510230832.7A patent/CN104790346B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0931991A (en) * | 1995-07-13 | 1997-02-04 | Jagras:Kk | Retaining wall for plant growing on side slope |
| CN101078205A (en) * | 2007-07-20 | 2007-11-28 | 北京市水利科学研究所 | Reservoir bank ecological protection system |
| CN202298560U (en) * | 2011-09-20 | 2012-07-04 | 北京正和恒基滨水生态环境治理有限公司 | Wood stake ecological revetment |
| CN202718138U (en) * | 2012-08-23 | 2013-02-06 | 浙江祥生建设工程有限公司 | Self-locking type ecological retaining wall structure |
| CN203866858U (en) * | 2014-03-18 | 2014-10-08 | 惠州市东江园林工程有限公司 | Riverway revetment plant-growing retaining wall |
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| CN110284461B (en) * | 2019-07-12 | 2021-05-07 | 郑州大学 | Ecological spur dike for improving aquatic organism habitat of medium and small rivers |
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| CN110800538A (en) * | 2019-11-28 | 2020-02-18 | 中国科学院、水利部成都山地灾害与环境研究所 | Reservoir hydro-fluctuation belt slope protection structure and reservoir hydro-fluctuation belt slope vegetation recovery method |
| CN111764412A (en) * | 2020-07-14 | 2020-10-13 | 中国水利水电科学研究院 | Reservoir area falling zone slope protection system |
| CN112252272A (en) * | 2020-10-31 | 2021-01-22 | 扬州大学 | Russian diamond series hollow ecological brick and application method thereof |
| CN114182689A (en) * | 2021-12-12 | 2022-03-15 | 黑龙江茂程科技有限责任公司 | Assembled ecological revetment for purifying urban inland river water body |
| CN114197393A (en) * | 2021-12-17 | 2022-03-18 | 浙江工业大学 | Hydro-fluctuation belt side slope ecological management method based on inverted filter |
| CN114398708A (en) * | 2022-01-14 | 2022-04-26 | 上海园林（集团）有限公司 | Method for constructing waterfront landscape for improving regional water resource environment protection performance |
| CN117587750A (en) * | 2023-12-26 | 2024-02-23 | 中建三局集团华南有限公司 | River ecological slope protection construction device and construction method |
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