CN104404917A - Taihu lake ecological dam revetment construction method - Google Patents
Taihu lake ecological dam revetment construction method Download PDFInfo
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- CN104404917A CN104404917A CN201410610316.2A CN201410610316A CN104404917A CN 104404917 A CN104404917 A CN 104404917A CN 201410610316 A CN201410610316 A CN 201410610316A CN 104404917 A CN104404917 A CN 104404917A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G2/00—Vegetative propagation
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/125—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of vegetable material, e.g. wood, reeds
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wood Science & Technology (AREA)
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- Developmental Biology & Embryology (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
Abstract
The invention provides a Taihu lake ecological dam revetment construction method. Gabion net ecological gabions are adopted, are manually filled with stone blocks, and are ranged and accumulated in positions with a distance being 1 to 5m away from a lake bank, in addition, double-row anchoring pile anchoring is implemented for building an ecological dam, the surface of the ecological dam is 30 to 60cm higher than the water level, a position between the ecological dam and the original lake bank is directly filled with river sediment, local native grass tree plants for beautifying the environment are planted on the ecological dam and the filled river sediment zone for forming a landscape wall, the peripheral ecological environment and the water quality condition of a revetment can be improved, the ecological revetment with the landscape function is achieved, so that unique Taihu lake landscape can be formed. The Taihu lake ecological dam revetment manufactured by the method has various advantages of good ecological performance, water permeability, flexibility, impact resistance, wave resistance and the like.
Description
Technical field
The present invention relates to Taihu Lake, river environment basin, belong to water conservancy, municipal engineering industry, specifically for the protection of the aspect such as river bottom protection, bank protection, toe of Taihu Lake, river course dykes and dams, reach and improve Taihu Lake, rivers ecological environment further, and a kind of Taihu Lake environmental dykes and dams bank protection construction method provided.
Background technology
At present in China Taihu Lake, river basin, traditional channel revetment project organization is general often only considers the functions such as the flood control in river course, diversion, water drainage, retaining and shipping, and the less ecological functions considering river course of going, therefore the bank protection structure majority in river course adopts and grouts the rigidity such as stone or concrete hard material, thus destroys the ecological environment of Taihu Lake or rivers river course periphery.
Rigidity revetment typically refers to adopt on bank, river course and grouts or the structure such as placed rockfill, cast-in-situ concrete, precast concrete block, especially in city river bank protection work, mostly adopts vertical type concrete retaining wall.This design kind of structure is taken up an area less, for keeping the stability of bank slope, preventing erosion and flood control safety all plays a role, but cause and impact is in various degree received on bank slope surrounding landscape and ecological environment, particularly plant and microorganism is made to be difficult in this existence procreation to the domatic closing form taked in river course, heavy damage diversity of organism and its normal growth, bring Taihu Lake water body and the land deterioration of the ecological environment.
Ecological slope protection technology has various ways, as adopted earth working material aggregate species phytyl, the solid soil species phytyl of earth working material, vegetation type eco-concrete, cement ecological planting matrix and soil-solidified-agent etc. are to river bank, side slope carries out shore protection, better effects is had to stable banks structure, its intension is the combination utilizing plant or itself and Other Engineering material, river course bank slope builds the guard system with ecological functions, realize the Anti-erosion of bank slope, anti-slip and ecological recovery, to reach maintenance stream bank stability, improve slope plants living environment, build bio-diversity, strengthen the object of stream self-purification ability, and certain improvement result is served to bank slope view.But because Taihu Lake is positioned at In Middle And Lower Reaches of Changjiang River, there is the water surface vast, flood season, current were anxious, the feature that stormy waves is large, original riverbank major part adopts and grouts stone or concrete revetment structure, situation of easily caving in is patted for a long time by stormy waves, 45 degree domatic is particularly greater than on the massif limit and the gradient that do not possess vehicle transport passage, and border dike dam is enclosed and cultivated in good farmland, constructional materials difficult, personnel's difficulty of construction is large, therefore, how to utilize new technology can either prevent Taihu Lake due to be subject to long-term between current scour, stormy waves washes in a pan erosion, the factors such as soil erosion aggravation, the easy unstability of loke shore dyke caused, Taihu Lake ecological environment can be made again progressively to be taken a turn for the better, a kind of state type Shore protection design scheme of harmony between man and nature and construction method.
Summary of the invention
Goal of the invention: the invention provides a kind of Taihu Lake environmental dykes and dams bank protection construction method, the function that the environmental dykes and dams in this Taihu Lake have good shore protection and purify water.
Technical scheme: in order to solve the problems of the technologies described above, a kind of Taihu Lake of the present invention environmental dykes and dams bank protection construction method, adopt objective case net Ecotypic Stone Mesh-box, objective case net Ecotypic Stone Mesh-box adopts PVC topping, be artificial cobble stone of filling 3-5cm in cuboid gabion that 30cm × 30cm is square at cross section, be artificial cobble stone of filling 5-10cm in cuboid gabion that 45cm × 45cm is square at cross section, building stones are filled segmentation and are carried out, and capping suitable for reading are covered tightly after completing again; Then at the double dowel pin of distance loke shore 1-5m place's injection, array pitch 120cm, the spacing of dowel pin is 40-60cm, dowel pin gos deep into earth 40-55cm, install between the double dowel pin of lift-on and lift-off ship simultaneously and pile up gabion, the gabion arrangement of filling 5-10cm cobble is deposited in outside dykes and dams, the gabion arrangement of filling 3-5cm cobble is deposited in the middle of dykes and dams and inner side, inside and outside the steel wire of PVC topping between kerbstone cage and dowel pin, is adopted admittedly to prick, the gabion piled up after solid bundle through construction is built into ecological dike, and wherein ecological dike face is higher than water surface 30-60cm; Directly river bottom mud is filled between ecological dike and former Lake Bank, until bed mud sedimentation after 20-50 days, carry out smooth to the bed mud of landfill, bed mud height exceeds ecological dike face 20cm, then soil is planted the cultivated of bed mud surface coverage one deck 10cm of ecological dike face and landfill, vegetation planted by ecological dike and filling bed mud band, by artificial broadcast flowers and plants grass-seed, and adopts cuttage to plant willow on filling bed mud band.
Described objective case net Ecotypic Stone Mesh-box adopts the PVC topping of grass green, water white or blackish green color, preferred grass green PVC topping.
Described double anchoring dowel pin adopts reinforced concrete pile, bamboo stake, timber, thermoplastic resin stake, thermoplastic polyvinyl chloride (PVC) the resin stake that preferred pliability is strong.
Design pitch between described dowel pin is 40-60cm, and preferred distance is 50cm; Every pile nail gos deep into earth 40-55cm, and preferably going deep into earth is 50cm.
Described river bottom mud is the river course sapropel adopting dredge boat to produce Taihu Lake or training of river channel.
The woody plant of described plantation adopts that the flowers and plants in local native soil and drought-resistant, resistance to water logging, pliability are good, flexible, the willow series of products of well developed root system, preferred annual bluegrass, red fescue, Korea lawn grass, eremochloa ophiuroides, buffalograss one or more; The preferred dry land willow of willow of plantation, weeping willow.
The present invention adopts objective case net Ecotypic Stone Mesh-box, manually stone is filled in gabion, pile up in the arrangement of distance loke shore 1-5m place, and implement double anchor pile anchoring and be built into ecological dike, ecological dike face is higher than water surface 30-60cm, directly river bottom mud is filled between ecological dike and former Lake Bank, ecological dike and filling bed mud band are planted native soil, this locality woody plant of beautifying the environment and forms feature wall, surrounding's ecological environment and the water quality condition of shore protection can be improved, reach the ecological revetment with landscape function, thus form Taihu Lake landscape unique together.
The condition that the void space that the present invention makes full use of gabion to be provided is aquatic animal, microorganism provides procreation existence, form the small-sized ecosystem of animals and plants, microbe survival in mutual area, land and water, riverbank, play the Ecological regulation to Taihu Lake, water quality purification function effect.Gap simultaneously inside ecological dike between building stones is by after bed mud filling, and the root system of plant can penetrate net cage deeply by the earth between building stones, improves the integral firmness of ecological dike.
The ecological dyke of the present invention divides the bed mud landfill adopting Taihu Lake, training of river channel generation, accomplishes that bed mud gets it on the spot, can reduce cost of transportation, reduces bed mud subsequent treatment expense, thus realizes the ecologically harmless process of bed mud and recycle.Bed mud is a kind of abundant organic fertilizer simultaneously, can provide the adequate nutrients that the woody plant of plantation grows, and promotes the quick growth of vegetation, can play in the short period of time and beautify bank protection, promotes the effect of environment.
Construction method of the present invention adopts PVC topping on gabion net Ecotypic Stone Mesh-box, be artificial cobble stone of filling 3-5cm in cuboid gabion that 30cm × 30cm is square at cross section, be artificial cobble stone of filling 5-10cm in cuboid gabion that 45cm × 45cm is square at cross section, building stones are filled segmentation and are carried out, and capping suitable for reading are covered tightly after completing again; At the double dowel pin of distance loke shore 1-5m place's injection, array pitch 120cm, the spacing of dowel pin is 40-60cm, dowel pin gos deep into earth 40-55cm, then adopt lift-on and lift-off ship to install between double dowel pin and pile up gabion, the gabion arrangement of filling 5-10cm cobble is deposited in (by river median plane) outside dykes and dams, the gabion arrangement of filling 3-5cm cobble is deposited in the middle of dykes and dams and inner side (face of pulling in shore), inside and outside the steel wire of PVC topping between kerbstone cage and dowel pin, is adopted admittedly to prick, the gabion piled up after solid bundle through construction is built into ecological dike, and ecological dike face is higher than water surface 30-60cm; Directly river bottom mud is filled between ecological dike and former Lake Bank, until bed mud sedimentation after 20-50 days, carry out smooth to the bed mud of landfill, bed mud height exceeds ecological dike face 20cm, then soil is planted the cultivated of bed mud surface coverage one deck 10cm of ecological dike face and landfill, vegetation planted by ecological dike and filling bed mud band, adopts artificial broadcast flowers and plants grass-seed, on filling bed mud band, adopt cuttage to plant willow simultaneously.
Objective case net Ecotypic Stone Mesh-box of the present invention adopts specification and cross section to be the cuboid gabion that 30cm × 30cm and 45 × 45cm is square.
Beneficial effect: the present invention adopts the method for PVC topping on objective case net Ecotypic Stone Mesh-box, be formed by stacking by rectangular net cage by Ecotypic Stone Mesh-box, be piled into honey comb structure, there is good ecological property, water permeability, pliability, impact resilience, the multiple advantages such as wave resistance, both current washing away loke shore had been alleviated, in turn enhance the stability of loke shore, between surface water body and lake current water body, serve retaining simultaneously, mend withered, the effects such as filtration, facilitate interdepending of moisture, supplement, purification, thus enhance the self-purification capacity of Taihu Lake water quality, maintain Taihu Lake water quality as clear as crystal, recover the ecosystem scenery of the Taihu Lake water surface.
Accompanying drawing explanation
Fig. 1 is the structural representation of the environmental dykes and dams shore protection in Taihu Lake described in the present invention.
In figure: 1, Ecotypic Stone Mesh-box, 2, anchor pile, 3, ecological dike, 4, lake bed mud, 5, flowers and plants, 6, trees
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further illustrated.
Embodiment 1:
As shown in Figure 1; the present invention adopts the grass green objective case net Ecotypic Stone Mesh-box of PVC topping; be artificial cobble stone of filling 3-5cm in cuboid gabion that 30cm × 30cm is square at cross section; be artificial cobble stone of filling 5-10cm in cuboid gabion that 45cm × 45cm is square at cross section; the filling of building stones is undertaken by segmentation, capping suitable for reading is covered tightly after completing again.
In the double bamboo stake of distance loke shore 3 meters of injections; array pitch 120cm; the spacing of dowel pin is 45cm; dowel pin gos deep into earth 50cm; then adopt lift-on and lift-off ship to install between double bamboo stake and pile up gabion; the gabion arrangement of filling 5-10cm cobble is deposited in (by river median plane) outside dykes and dams; the gabion arrangement of filling 3-5cm cobble is deposited in the middle of dykes and dams and inner side (face of pulling in shore); inside and outside the steel wire of PVC topping between kerbstone cage and dowel pin, is adopted admittedly to prick; the gabion piled up after solid bundle through construction is built into ecological dike, and ecological dike face is higher than water surface 40cm.
Directly river bottom mud is filled between ecological dike and former Lake Bank, until bed mud sedimentation after 35 days, carry out smooth to the bed mud of landfill, bed mud height exceeds ecological dike face 20cm, then soil is planted the cultivated of bed mud surface coverage one deck 10cm of ecological dike face and landfill, vegetation planted by ecological dike and filling bed mud band, and adopt artificial broadcast buffalograss grass-seed, it is 200kg/hm that grass-seed broadcasts sowing density
2, on filling bed mud band, adopt cuttage to plant dry land willow, planting density is 120 strains/hm simultaneously
2.
Embodiment 2:
As shown in Figure 1; the present invention adopts the water white gabion net Ecotypic Stone Mesh-box of PVC topping; be artificial cobble stone of filling 3-5cm in cuboid gabion that 30cm × 30cm is square at cross section; be artificial cobble stone of filling 5-10cm in cuboid gabion that 45cm × 45cm is square at cross section; the filling of building stones is undertaken by segmentation, capping suitable for reading is covered tightly after completing again.
At distance loke shore 2 meters of double timbers of injection; array pitch 120cm; the spacing of dowel pin is 50cm; dowel pin gos deep into earth 40cm; then adopt lift-on and lift-off ship to install between double timber and pile up gabion; the gabion arrangement of filling 5-10cm cobble is deposited in (by river median plane) outside dykes and dams; the gabion arrangement of filling 3-5cm cobble is deposited in the middle of dykes and dams and inner side (face of pulling in shore); inside and outside the steel wire of PVC topping between kerbstone cage and dowel pin, is adopted admittedly to prick; the gabion piled up after solid bundle through construction is built into ecological dike, and ecological dike face is higher than water surface 30cm.
Directly river bottom mud is filled between ecological dike and former Lake Bank, until bed mud sedimentation after 25 days, carry out smooth to the bed mud of landfill, bed mud height exceeds ecological dike face 20cm, then soil is planted the cultivated of bed mud surface coverage one deck 10cm of ecological dike face and landfill, vegetation planted by ecological dike and filling bed mud band, and adopt artificial broadcast annual bluegrass grass-seed, it is 180kg/hm that grass-seed broadcasts sowing density
2, on filling bed mud band, adopt cuttage to plant weeping willow, planting density is 110 strains/hm simultaneously
2.
Embodiment 3:
As shown in Figure 1; the present invention adopts the grass green gabion net Ecotypic Stone Mesh-box of PVC topping; be artificial cobble stone of filling 3-5cm in cuboid gabion that 30cm × 30cm is square at cross section; be artificial cobble stone of filling 5-10cm in cuboid gabion that 45cm × 45cm is square at cross section; the filling of building stones is undertaken by segmentation, capping suitable for reading is covered tightly after completing again.
In the stake of the distance loke shore 1.5 meters of double thermoplastic polyvinyl chloride of injection (PVC) resins, array pitch 120cm, the spacing of dowel pin is 55cm, dowel pin gos deep into earth 45cm, then adopt lift-on and lift-off ship to install between double resin stake and pile up gabion, the gabion arrangement of filling 5-10cm cobble is deposited in (by river median plane) outside dykes and dams, the gabion arrangement of filling 3-5cm cobble is deposited in the middle of dykes and dams and inner side (face of pulling in shore), inside and outside the steel wire of PVC topping between kerbstone cage and dowel pin, is adopted admittedly to prick, the gabion piled up after solid bundle through construction is built into ecological dike, ecological dike face is higher than water surface 40cm.
Directly river bottom mud is filled between ecological dike and former Lake Bank, until bed mud sedimentation after 20 days, carry out smooth to the bed mud of landfill, bed mud height exceeds ecological dike face 20cm, then soil is planted the cultivated of bed mud surface coverage one deck 10cm of ecological dike face and landfill, vegetation planted by ecological dike and filling bed mud band, and adopt artificial broadcast Korea lawn grass grass-seed, it is 200kg/hm that grass-seed broadcasts sowing density
2, on filling bed mud band, adopt cuttage to plant weeping willow, planting density is 100 strains/hm simultaneously
2.
The invention provides a kind of thinking and method, the method and access of this technical scheme of specific implementation is a lot, and the above is only the preferred embodiment of the present invention.Should be understood that; for those skilled in the art; under the premise without departing from the principles of the invention; some improvements and modifications can also be made; these improvements and modifications also should be considered within the scope of protection of the present invention, and all available prior art of each ingredient not clear and definite in the present embodiment is realized.
Claims (6)
1. a Taihu Lake environmental dykes and dams bank protection construction method, it is characterized in that: adopt objective case net Ecotypic Stone Mesh-box, objective case net Ecotypic Stone Mesh-box adopts PVC topping, be artificial cobble stone of filling 3-5cm in cuboid gabion that 30cm × 30cm is square at cross section, be artificial cobble stone of filling 5-10cm in cuboid gabion that 45cm × 45cm is square at cross section, building stones are filled segmentation and are carried out, and capping suitable for reading are covered tightly after completing again; Then at the double dowel pin of distance loke shore 1-5m place's injection, array pitch 120cm, the spacing of dowel pin is 40-60cm, dowel pin gos deep into earth 40-55cm, install between the double dowel pin of lift-on and lift-off ship simultaneously and pile up gabion, the gabion arrangement of filling 5-10cm cobble is deposited in outside dykes and dams, the gabion arrangement of filling 3-5cm cobble is deposited in the middle of dykes and dams and inner side, inside and outside the steel wire of PVC topping between kerbstone cage and dowel pin, is adopted admittedly to prick, the gabion piled up after solid bundle through construction is built into ecological dike, and wherein ecological dike face is higher than water surface 30-60cm; Directly river bottom mud is filled between ecological dike and former Lake Bank, until bed mud sedimentation after 20-50 days, carry out smooth to the bed mud of landfill, bed mud height exceeds ecological dike face 20cm, then soil is planted the cultivated of bed mud surface coverage one deck 10cm of ecological dike face and landfill, vegetation planted by ecological dike and filling bed mud band, by artificial broadcast flowers and plants grass-seed, and adopts cuttage to plant willow on filling bed mud band.
2. a kind of Taihu Lake according to claim 1 environmental dykes and dams bank protection construction method, is characterized in that: described objective case net Ecotypic Stone Mesh-box adopts the PVC topping of grass green, water white or blackish green color, preferred grass green PVC topping.
3. a kind of Taihu Lake according to claim 1 environmental dykes and dams bank protection construction method, is characterized in that: described double anchoring dowel pin adopts reinforced concrete pile, bamboo stake, timber, thermoplastic resin stake, thermoplastic polyvinyl chloride's resin stake that preferred pliability is strong.
4. a kind of Taihu Lake according to claim 1 environmental dykes and dams bank protection construction method, it is characterized in that: the design pitch between described dowel pin is 40-60cm, preferred distance is 50cm; Every pile nail gos deep into earth 40-55cm, and preferably going deep into earth is 50cm.
5. a kind of Taihu Lake according to claim 1 environmental dykes and dams bank protection construction method, is characterized in that: described river bottom mud is the river course sapropel adopting dredge boat to produce Taihu Lake or training of river channel.
6. a kind of Taihu Lake according to claim 1 environmental dykes and dams bank protection construction method, it is characterized in that: the woody plant of described plantation adopts that the flowers and plants in local native soil and drought-resistant, resistance to water logging, pliability are good, flexible, the willow series of products of well developed root system, preferred annual bluegrass, red fescue, Korea lawn grass, eremochloa ophiuroides, buffalograss one or more; The preferred dry land willow of willow of plantation, weeping willow.
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| CN201410610316.2A CN104404917A (en) | 2014-11-03 | 2014-11-03 | Taihu lake ecological dam revetment construction method |
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| CN201410610316.2A CN104404917A (en) | 2014-11-03 | 2014-11-03 | Taihu lake ecological dam revetment construction method |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674754A (en) * | 2015-03-18 | 2015-06-03 | 杭州金培科技有限公司 | Novel city watercourse bank protection structure |
| CN105586852A (en) * | 2015-12-17 | 2016-05-18 | 三峡大学 | Perpendicular revetment multi-level ecological landscape space system and construction method |
| CN106171096A (en) * | 2016-08-30 | 2016-12-07 | 岭南新科生态科技研究院（北京）有限公司 | The structure of the Rain Garden that a kind of trapezoidal gabion encloses and construction method thereof |
| CN107237292A (en) * | 2017-07-31 | 2017-10-10 | 黄河水利委员会黄河水利科学研究院 | A kind of Bi Shui villages of Lower Reaches of The Yellow River Kuan Tan areas platform |
| CN107326910A (en) * | 2016-04-29 | 2017-11-07 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of method and structure that slope retaining is carried out using prefabricated bamboo cavity |
| CN107447720A (en) * | 2017-07-31 | 2017-12-08 | 黄河水利委员会黄河水利科学研究院 | A kind of Lower Reaches of The Yellow River Kuan Tanqu villages platform method |
| CN108487271A (en) * | 2018-06-22 | 2018-09-04 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of ecological anchor draws the construction method of frame support system |
| CN108487269A (en) * | 2018-06-11 | 2018-09-04 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of construction method of ecology assembling frame support form |
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| CN110485371A (en) * | 2019-09-02 | 2019-11-22 | 中国水利水电科学研究院 | A kind of flexible anchoring frame and its ecological bank protection structure |
| CN111305159A (en) * | 2020-03-05 | 2020-06-19 | 中钢集团马鞍山矿山研究总院股份有限公司 | Flexible permeable debris flow blocking dam |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674754A (en) * | 2015-03-18 | 2015-06-03 | 杭州金培科技有限公司 | Novel city watercourse bank protection structure |
| CN105586852A (en) * | 2015-12-17 | 2016-05-18 | 三峡大学 | Perpendicular revetment multi-level ecological landscape space system and construction method |
| CN105586852B (en) * | 2015-12-17 | 2017-09-05 | 三峡大学 | The multi-level ecoscape space system of embankment of vertical and construction method |
| CN107326910A (en) * | 2016-04-29 | 2017-11-07 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of method and structure that slope retaining is carried out using prefabricated bamboo cavity |
| CN106171096A (en) * | 2016-08-30 | 2016-12-07 | 岭南新科生态科技研究院（北京）有限公司 | The structure of the Rain Garden that a kind of trapezoidal gabion encloses and construction method thereof |
| CN107237292A (en) * | 2017-07-31 | 2017-10-10 | 黄河水利委员会黄河水利科学研究院 | A kind of Bi Shui villages of Lower Reaches of The Yellow River Kuan Tan areas platform |
| CN107447720A (en) * | 2017-07-31 | 2017-12-08 | 黄河水利委员会黄河水利科学研究院 | A kind of Lower Reaches of The Yellow River Kuan Tanqu villages platform method |
| CN107237292B (en) * | 2017-07-31 | 2019-02-15 | 黄河水利委员会黄河水利科学研究院 | A kind of area the Lower Reaches of The Yellow River Kuan Tan village Bi Shui platform |
| CN108661004A (en) * | 2018-05-31 | 2018-10-16 | 中冶华天工程技术有限公司 | River channel ecology side slope purification system |
| CN108487269A (en) * | 2018-06-11 | 2018-09-04 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of construction method of ecology assembling frame support form |
| CN108487269B (en) * | 2018-06-11 | 2023-08-15 | 中国电建集团贵阳勘测设计研究院有限公司 | Construction method of ecological assembly type frame support form |
| CN108487271A (en) * | 2018-06-22 | 2018-09-04 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of ecological anchor draws the construction method of frame support system |
| CN110158540A (en) * | 2019-05-14 | 2019-08-23 | 兴源环境科技股份有限公司 | A kind of riverbed in mountains and rivers river and the construction method of shore protection |
| CN110485371A (en) * | 2019-09-02 | 2019-11-22 | 中国水利水电科学研究院 | A kind of flexible anchoring frame and its ecological bank protection structure |
| CN111305159A (en) * | 2020-03-05 | 2020-06-19 | 中钢集团马鞍山矿山研究总院股份有限公司 | Flexible permeable debris flow blocking dam |
| CN111305159B (en) * | 2020-03-05 | 2022-03-15 | 中钢集团马鞍山矿山研究总院股份有限公司 | Flexible permeable debris flow blocking dam |
| CN113322888A (en) * | 2021-06-04 | 2021-08-31 | 中国水利水电科学研究院 | Willow leaf bank habitat restoration method based on temporary nutrient storage |
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