CN110233432A - Ecological revetment of scour prevention type - Google Patents
Ecological revetment of scour prevention type Download PDFInfo
- Publication number
- CN110233432A CN110233432A CN201910703744.2A CN201910703744A CN110233432A CN 110233432 A CN110233432 A CN 110233432A CN 201910703744 A CN201910703744 A CN 201910703744A CN 110233432 A CN110233432 A CN 110233432A
- Authority
- CN
- China
- Prior art keywords
- gabion
- type
- river
- lattice guest
- plate
- 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.)
- Pending
Links
- 230000002265 prevention Effects 0.000 title description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- 241000196324 Embryophyta Species 0.000 claims abstract description 32
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 17
- 239000002689 soil Substances 0.000 claims abstract description 17
- 239000004745 nonwoven fabric Substances 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims description 40
- 230000003628 erosive effect Effects 0.000 claims description 24
- 238000004873 anchoring Methods 0.000 claims description 16
- 238000005192 partition Methods 0.000 claims description 9
- 238000009331 sowing Methods 0.000 claims description 8
- 235000016709 nutrition Nutrition 0.000 claims description 7
- 230000035764 nutrition Effects 0.000 claims description 7
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 5
- 239000011701 zinc Substances 0.000 claims description 5
- 229910052725 zinc Inorganic materials 0.000 claims description 5
- 238000009954 braiding Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 241000209140 Triticum Species 0.000 claims 1
- 235000021307 Triticum Nutrition 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000035699 permeability Effects 0.000 abstract description 2
- 244000058871 Echinochloa crus-galli Species 0.000 abstract 1
- 235000015225 Panicum colonum Nutrition 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 241001465754 Metazoa Species 0.000 description 2
- 230000012010 growth Effects 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000008635 plant growth Effects 0.000 description 2
- 230000001012 protector Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 244000205574 Acorus calamus Species 0.000 description 1
- 241000251468 Actinopterygii Species 0.000 description 1
- 241000195967 Anthoceros Species 0.000 description 1
- 235000011996 Calamus deerratus Nutrition 0.000 description 1
- 244000052363 Cynodon dactylon Species 0.000 description 1
- 241000234643 Festuca arundinacea Species 0.000 description 1
- 241000209082 Lolium Species 0.000 description 1
- 241000721690 Lythrum salicaria Species 0.000 description 1
- 241000218394 Magnolia liliiflora Species 0.000 description 1
- 240000004658 Medicago sativa Species 0.000 description 1
- 235000017587 Medicago sativa ssp. sativa Nutrition 0.000 description 1
- 241001034782 Potamogeton maackianus Species 0.000 description 1
- 244000143231 Scirpus validus Species 0.000 description 1
- 235000008573 Scirpus validus Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 241000219793 Trifolium Species 0.000 description 1
- 244000284012 Vetiveria zizanioides Species 0.000 description 1
- 235000007769 Vetiveria zizanioides Nutrition 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000001223 reverse osmosis Methods 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 230000031068 symbiosis, encompassing mutualism through parasitism Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D53/00—Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
- B01D53/26—Drying gases or vapours
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/26—Casings; Parts thereof or accessories therefor
- H02B1/28—Casings; Parts thereof or accessories therefor dustproof, splashproof, drip-proof, waterproof or flameproof
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/54—Anti-seismic devices or installations
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/56—Cooling; Ventilation
- H02B1/565—Cooling; Ventilation for cabinets
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
Landscapes
- Engineering & Computer Science (AREA)
- Power Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- General Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Revetment (AREA)
Abstract
The invention provides an anti-scour ecological revetment, which comprises a river bottom, a river channel side slope arranged on one side of the river bottom and a road arranged on one side of the river channel side slope; a plurality of gabion gabions are arranged between the river bottom and the river side slope in parallel, and a water grass area is planted between the gabion gabions; a Reynolds protection pad and a reinforced mike pad are sequentially laid on the riverway side slope, non-woven fabrics are laid on the Reynolds protection pad, and grass shrubs are planted on the reinforced mike pad; one side of the gabion is connected with the river bottom, the other side of the gabion is connected with one end of a Reynolds protection pad, and the other end of the Reynolds protection pad is connected with one end of the reinforced microphone pad. The invention establishes the relation between the water area and the land ecological system, leads the river to recover the function of the ecological corridor, has strong permeability of the bank slope, is beneficial to soil adhesion and biological inhabitation, enhances water-gas exchange, and is easy to form the ecological system suitable for forming aquatic plant communities.
Description
Technical field
The present invention relates to a kind of ecological revetments of erosion control brush-type, belong to river channel ecology shore protection technical field.
Background technique
Channel revetment common at present uses stone masonry shore protection or concrete revetment, these bank protection structures are stablized, and has very
Strong protection against erosion performance, but river is artificially canalized, and riverbank is hardened by force, and water body and soil have been isolated in fluid-tight hard riverbank
The hydraulic connection of body has separated the contact of biology, microorganism with land-based area in river waters.Meanwhile water plant can not be hard
The growth of matter riverbank, cannot provide aquatic animal, the suitable habitats that microorganism depends on for existence, river ecosystem is destroyed, made
The concrete and surrounding landscape on the riverbank and grey that obtain channelization are extremely uncoordinated, and the natural landscape of people's water harmony is destroyed, river
Stream loses Aesthetic Function.Another kind is lattice guest's gabion shore protection, and compared with stone masonry bank protection structure, lattice guest's gabion shore protection has very
Good flexibility, water penetration, durability and scour resistance and have preferable ecological, but the height of lattice guest's gabion is not
Can be excessively high, while being difficult have plant growth in gabion, therefore for River Landscape and the more demanding river that controls flood, lattice guest's gabion
Use receive certain limitation.
In conclusion traditional stone masonry, concrete structure prevent riverbank and water flow from swapping, destroy in water
Ecological environment, and lattice guest's gabion height and revegetation difficulty are larger, are subject to certain restrictions in the construction of ecological riverway.
And in the prior art, a kind of cast-in-place green concrete as disclosed in the Chinese patent of Publication No. 108677870
The erosion control brush material of hard ecological revetment and its construction method, the shore protection of the patent mainly selects green concrete, and greening is mixed
Solidifying soil combines carry out slope greening with three-dimensional earthwork and planting soil, and the anti-impact brush material of the application is lattice guest gabion and thunder
Promise protection pad, greening mainly pad counterfort virescence and later period township using the water plant of river bed and reinforcement Mike more than flood level
Greening of the native plant to Reynolds mat region；A kind of ecological riverway shield as disclosed in the Chinese patent of Publication No. 207775817
Slope barricade, the patent are by putting row earth-retaining, front arch, the first revetment brick, the second shield into front arch and revetment brick layer stackup
It is provided with grout hole on slope brick and third revetment brick and forms integral structure by wearing muscle grouting fixation, and the application is
Protective slope structure is formed by the reasonable combination that lattice guest gabion, Reynolds mat and reinforcement Mike pad, globality harmony is preferable；Such as
Environmentally friendly ecological bank protection system disclosed in the Chinese patent of Publication No. 103290806, the patent are existed by setting
The plant mesh belt in the low water level region in river and the plantation earth bag and ecological concrete block for being laid on slope surface swelling and subsiding zone region
Carry out ecological bank protection, and using lattice guest's gabion below the application ordinary water level, the Reynolds shield that ordinary water level to flood level uses
Pad, reinforcement Mike pad more than flood level, while in bank slope equipped with anchoring grass planting ditch, for another example Publication No. 207987862
A kind of green ecological slope protection waterfront structure disclosed in Chinese patent, the patent are certainly under water to embankment road surface, successively include aquatic
Floral region, fish, amphibian animal, which are inhabited, breeds area, slope wall, though native guard plot, embankment road surface Landscape Region, the application couple
In the slope surface of different water levels, using the ecological revetment measure different from the patent, under the premise of guaranteeing river course flood safety,
Demand of the further satisfaction people to riverbank ecoscape.
Summary of the invention
In order to solve the above technical problems, the present invention provides a kind of ecological revetment of erosion control brush-type, the life of the erosion control brush-type
State shore protection uses different ecological revetment measures from river bed to Channel slope, for the slope surface of different water levels, is guaranteeing river row
Under the premise of big vast safety, meet the needs of people are to ecoscape emphatically, at the same reinforce bunding, withered, restoration of the ecosystem is mended in flood detention,
Improve water quality and beautify the environment etc. plays huge comprehensive function.
The present invention is achieved by the following technical programs.
Including river bed, the Channel slope of river bed side is arranged in a kind of ecological revetment of erosion control brush-type provided by the invention
With the road that Channel slope side is arranged in；Parallel arrangement has several lattice guest's gabion, lattice between the river bed and Channel slope
Kind is implanted with water plant area between guest's gabion dative guest's gabion；Reynolds mat and reinforcement Mike are successively equipped on the Channel slope
Pad, is equipped with non-woven fabrics on Reynolds mat, and reinforcement Mike pad Shang kind is implanted with sowing plant；The side and river of the lattice guest gabion
One end of bottom connection, the other side and Reynolds mat connects, and the other end of Reynolds mat is connect with one end that reinforcement Mike pads.
The other end of the reinforcement Mike pad is adjacent with road, pads one end adjacent with road in reinforcement Mike and is equipped with anchoring
Ditch anchors reinforcement Mike pad, grass is planted in anchoring groove, forms anchoring grass planting ditch.
The reinforcement Mike pad is fixed on Channel slope by several U-shaped nails, and U-shaped nail is arranged in blossom type.
Several lattice guest's gabion is divided into 2 rows, is arranged in parallel in the two sides in water plant area respectively, and row's lattice guest gabion and river bed connect
It connects, another row's lattice guest's gabion is connect with Reynolds mat.
The height for the lattice guest's gabion being connect with river bed, it is 30cm lower than ordinary water level, the lattice guest's gabion being connect with Reynolds mat
Highly, 50cm higher than ordinary water level.
The lattice guest gabion includes bottom plate, and the left and right ends of bottom plate are equipped with side plate a, and front end is equipped with front end-plate a, and rear end is equipped with
End plate a forms open type box body, is equipped with cover board a at the top of box body, and cover board a is retractable.
The Reynolds mat includes bottom plate b, and the front end bottom plate b is equipped with front end-plate b, and rear end is equipped with end plate b, and left and right ends are set
There is side plate b, form open type box body, several partitions b is equipped on the bottom plate b of box body, box body is uniformly divided into several boxes
Room；The top of the box body is equipped with cover board b, and cover board b is retractable.
It is equipped with Nutrition Soil between the reinforcement Mike pad and Channel slope, sowing planting is in Nutrition Soil.
The Reynolds mat is laid on: the part of the Channel slope of lattice guest gabion to flood level, and reinforcement Mike pad is laid on:
The part of Channel slope more than flood level.
The bottom plate, side plate a, front end-plate a, end plate a, partition a, cover board a are all made of zinc-coated wire braiding in several
Hexagon pass composition.
The beneficial effects of the present invention are:
1. shore protection establishes contacting between waters and the land-based area ecosystem, make the work of river recovery ecology corridor
With bank slope permeability is strong, is conducive to soil attachment, and biology is inhabited, and strengthens water_air exchange, suitable aquatic vegetation easy to form
Fall the ecosystem to be formed；It has been linked up between surface and ground water, river water and pore water, Free water and plant moisture simultaneously
Connection enables between system object exchange more frequent with water-gas circulation, to conserve moisture, prevent soil erosion；
2. a shore protection has the function of preventing and treating waterlogging, cuts down Runoff contaminants, permeates and store to bank slope in wet season water, subtract
It is lost caused by slow flood；Dry season, water storage reverse osmosis enter korneforos or evaporation, play a part of flood detention and mend withered and regulate the climate；Bank
Anchoring grass planting ditch on slope can be to avoid water body by runoff pollution, and in addition there is the plant of side slope and river bed purification to repair water body
The effect of；
3. lattice guest gabion can guarantee the stability and safety of side slope, while increasing riverbank and exchanging with river water, increase
Strong matter energy flowing, provides safeguard for the growth of river bed water plant；
4. slightly spilling some soil in Reynolds mat protection surface layer, can be afforested, due to being filled with gap between filler,
Good ecological environment is built in the development for being conducive to root system of plant, even if not spilling soil, over time, between filler
Gap can also grow some draft class plants naturally, form natural ecological environment；Because a large amount of gaps are deposited between filler
, the exchange for water body before and after protection body creates condition, when Reynolds mat is in it is underwater when can realize between river water and the soil body
Naturally it exchanges, to inhabit animalcule in water, plant creates life condition, be conducive to the self-purification capacity for improving water body, when
Reynolds mat is conducive to the surface infiltration runoff for excluding to be formed after rainfall in time when being in waterborne, increase the safe and reliable of bank slope
Property；
5. the water penetration and filtration of reinforcement Mike pad, promote the growth of plant, improve the impact resilience of side slope；It is protecting
Restore the ecological balance while bank protection bank, bank strengthening, so that the water source between water body and the soil body is recycled, allows plant and people
Class harmony symbiosis reaches people's water harmony, promotes the construction of Ecology civilization；
6. anchoring grass planting ditch is conducive to runoff pollution abatement, while providing water storage space for urban waterlogging prevention and treatment.
Detailed description of the invention
Fig. 1 is section structure diagram of the invention；
Fig. 2 is the structural schematic diagram of lattice guest gabion of the present invention；
Fig. 3 is the expanded view of Fig. 2；
Fig. 4 is the structural schematic diagram of Reynolds mat of the present invention；
Fig. 5 is the structural schematic diagram of reinforcement Mike pad of the present invention；
Fig. 6 is the enlarged drawing of Fig. 5；
In figure: the river bed 1-, 2- Channel slope, 3- road, 4- lattice guest's gabion, 41- bottom plate, 42- side plate a, 43- front end-plate a,
44- end plate a, 45- partition a, 46- cover board a, 5- water plant area, 6- non-woven fabrics, 7- Reynolds mat, 71- bottom plate b, 72- front end-plate
B, 73- end plate b, 74- side plate b, 75- partition b, 76- cover board b, 8-U sprig, 9- reinforcement Mike pad, 91- Nutrition Soil, 10- grass
Plant is filled, 11- anchors grass planting ditch.
Specific embodiment
Be described further below technical solution of the present invention, but claimed range be not limited to it is described.
As shown in figs. 1 to 6, including river bed 1, the river side of 1 side of river bed is arranged in a kind of ecological revetment of erosion control brush-type
Slope 2 and the road 3 that 2 side of Channel slope is set；Parallel arrangement has several lattice guest between the river bed 1 and Channel slope 2
Gabion 4, kind is implanted with water plant area 5 between 4 dative guest gabion 4 of lattice guest gabion；Reynolds mat is successively equipped on the Channel slope 2
7 and reinforcement Mike pad 9, non-woven fabrics 6 is equipped on Reynolds mat 7, kind is implanted with sowing plant 10 on reinforcement Mike pad 9；It is described
The side of lattice guest gabion 4 is connect with river bed 1, and the other side is connect with one end of Reynolds mat 7, the other end of Reynolds mat 7 with plus
One end of muscle Mike pad 9 connects.
Further, Channel slope 2 reaches protection against erosion using Reynolds mat 7 in such a way that reinforcement Mike pad 9 combines
Purpose.
The other end of the reinforcement Mike pad 9 is adjacent with road 3, is equipped in the one end adjacent with road 3 of reinforcement Mike pad 9
Anchoring groove anchors reinforcement Mike pad 9, and grass is planted in anchoring groove, forms anchoring grass planting ditch 11.
The reinforcement Mike pad 9 is fixed on Channel slope 2 by several U-shaped nails 8, and U-shaped nail 8 is in blossom type cloth
It sets.
Several lattice guest gabion 4 is divided into 2 rows, is arranged in parallel in the two sides in water plant area 5, a row lattice guest gabion 4 and river respectively
Bottom 1 connects, and another row's lattice guest gabion 4 is connect with Reynolds mat 7；The lattice guest gabion 4 connecting with river bed 1 is used for earth-retaining, with Reynolds
The height for the lattice guest gabion 4 that protection pad 7 connects is used for corner protector.
The height for the lattice guest gabion 4 being connect with river bed 1, the lattice guest gabion that with Reynolds mat 7 connect 30cm lower than ordinary water level
4 height, it is 50cm higher than ordinary water level, not only met the safety in river, but also guarantee ecoscape effect.
The lattice guest gabion 4 includes bottom plate 41, and the left and right ends of bottom plate 41 are equipped with side plate a42, and front end is equipped with front end-plate
A43, rear end are equipped with end plate a44, form open type box body, are equipped with cover board a46 at the top of box body, and cover board a46 is retractable.
The Reynolds mat 7 includes bottom plate b71, and the front end bottom plate b71 is equipped with front end-plate b72, and rear end is equipped with end plate b73,
Left and right ends are equipped with side plate b74, form open type box body, several partitions b75 are equipped on the bottom plate b71 of box body, by box body
Uniformly it is divided into several box rooms；The top of the box body is equipped with cover board b76, and cover board b76 is retractable.
It is equipped with Nutrition Soil 91 between the reinforcement Mike pad 9 and Channel slope 2, sowing plant 10 is planted in Nutrition Soil 91
It is interior.
The Reynolds mat 7 is laid on: the part of the Channel slope 2 of lattice guest gabion 4 to flood level, and reinforcement Mike pad 9 is spread
Be located at: the flood erosion of rainfall runoff and flood level or more is resisted in the part of Channel slope 2 more than flood level.
The bottom plate 41, side plate a 42, front end-plate a 43, end plate a 44, partition a 45, cover board a 46, are all made of plating
Zinc braided steel wire in several hexagon passes form, bottom plate b71, front end-plate b72, end plate b73, side plate b74, partition b75,
76 cover board b are also all made of zinc-coated wire braiding and form in several hexagon passes, and dative guest's gabion structure is identical.
Embodiment
As described above, a kind of ecological revetment of erosion control brush-type, is transformed design for erosion protection in conjunction with river, makes ecoscape river
Road carries out comprehensive design to river bank slope, and it is suitable for channel revetments that is newly-built or reconstructing, is made first using artificial correction slope surface
Its is smooth and stablizes, and is respectively provided with water plant area 5 in river bed two sides, water plant area 5 is adopted than ordinary water level bottom 30cm, the two sides in the water plant area
With lattice guest's gabion, it is respectively used to earth-retaining and corner protector, it is 50cm higher than ordinary water level in place's lattice guest gabion 4 of Channel slope foot, at river bed
Lattice guest's gabion, than ordinary water level bottom 30cm, not only met the safety in river but also guarantee ecoscape effect.
Further, Channel slope reaches protection against erosion using Reynolds mat 7 in such a way that reinforcement Mike pad 9 combines
Purpose, specifically, lattice guest gabion 4 uses Reynolds mat to flood level, Reynolds mat more than flood level uses with a thickness of 25 centimeters
Reinforcement Mike pad resists the flood erosion of rainfall runoff and flood level or more, and reinforcement Mike is padded and fixed using U-shaped nail；Simultaneously
Reinforcement Mike pad 9 is anchored in top setting anchoring groove, kind of a grass is carried out in conjunction with anchoring groove, ultimately forms anchoring grass planting
Ditch.
Specifically, lattice guest's gabion material selection zinc-coated wire, string diameter 3mm, specification are 2m × 1m × 1m, pass six
Angular, aperture is 80mm × 100mm, and fill block stone grain, a diameter of 150~200mm are selected in lattice guest's gabion；
Specifically, the water plant in water plant area often selects submerged plant, such as Potamogeton maackianu, watermifoil, hornwort, and very water plant
Object, such as Lythrum salicaria, Scirpus tabernaemontani, calamus；
Specifically, lattice guest gabion uses Reynolds mat to flood level, Reynolds mat specification is 6m × 2m × 0.25m, wire side
Tensile strength is 30KN/m, and mesh is 60mm × 80mm, and the partial size that rockfills is 70~150mm, median particle diameter 85mm, can be resisted
Maximum flow rate be 3.6m/s, slightly spilt some soil on Reynolds mat surface.
Specifically, flood level is padded to Channel slope using reinforcement Mike, to put up a resistance and wash away, material is the plastic silk of PVC,
And it is 35KN/m that reinforcement Mike, which pads the tensile strength in face, is fixed using U-shaped nail, U-shaped nail quincuncial arrangement, its spacing is 1 meter；
Specifically, the flow velocity that reinforcement Mike pad combines vegetation to bear about 6m/s washes away about 8 hours, the vegetation of sowing plant
The sowing of well developed root system is selected, such as Bermuda grass, vetiver, spends more lily magnolia, alfalfa；
Specifically, at Channel slope edge 0.6m, excavation and anchorage grass planting ditch anchors the size of grass planting ditch are as follows: top width
The trapezoidal cross-section of 0.8m depth 0.4m, the preferable Trifolium repense of plantation water purification ability, Festuca Arundinacea, rye grass etc. are planted in anchoring grass planting ditch
Object.
Claims (10)
1. a kind of ecological revetment of erosion control brush-type, Channel slope (2) and setting including river bed (1), setting in river bed (1) side
Road (3) in Channel slope (2) side, it is characterised in that: being arranged in parallel between the river bed (1) and Channel slope (2) has
Several lattice guest gabion (4), kind is implanted with water plant area (5) between lattice guest gabion (4) dative guest gabion (4)；The Channel slope (2)
On be successively equipped with Reynolds mat (7) and reinforcement Mike and pad (9), non-woven fabrics (6), reinforcement wheat are equipped on Reynolds mat (7)
Gram pad (9) on kind be implanted with sowing plant (10)；The side of the lattice guest gabion (4) is connect with river bed (1), and the other side and Reynolds protect
One end connection of (7) is padded, the other end of Reynolds mat (7) is connect with one end that reinforcement Mike pads (9).
2. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the reinforcement Mike pads the another of (9)
End is adjacent with road (3), pads (9) in reinforcement Mike and road (3) adjacent one end is equipped with anchoring groove, pad (9) to reinforcement Mike
It is anchored, grass is planted in anchoring groove, form anchoring grass planting ditch (11).
3. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the reinforcement Mike pads (9) if passing through
Dry U-shaped nail (8), is fixed on Channel slope (2), and U-shaped nail (8) is arranged in blossom type.
4. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: several lattice guest gabion (4) is divided into 2
Row, is arranged in parallel in the two sides of water plant area (5), row's lattice guest gabion (4) is connect with river bed (1), another row's lattice guest's gabion respectively
(4) it is connect with Reynolds mat (7).
5. the ecological revetment of erosion control brush-type as claimed in claim 4, it is characterised in that: the lattice guest's gabion being connect with river bed (1)
(4) height, the height of the lattice guest gabion (4) that with Reynolds mat (7) connect 30cm lower than ordinary water level are 50cm higher than ordinary water level.
6. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the lattice guest gabion (4) includes bottom plate
(41), the left and right ends of bottom plate (41) are equipped with side plate a (42), and front end is equipped with front end-plate a (43), and rear end is equipped with end plate a
(44), open type box body is formed, is equipped with cover board a (46) at the top of box body, and cover board a (46) is retractable.
7. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the Reynolds mat (7) includes bottom plate b
(71), (71) front end bottom plate b is equipped with front end-plate b (72), and rear end is equipped with end plate b (73), and left and right ends are equipped with side plate b
(74), open type box body is formed, several partitions b (75) is equipped on the bottom plate b (71) of box body, box body is uniformly divided into several
A box room；The top of the box body is equipped with cover board b (76), and cover board b (76) is retractable.
8. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the reinforcement Mike pads (9) and river
It is equipped between side slope (2) Nutrition Soil (91), sowing plant (10) is planted in Nutrition Soil (91).
9. the ecological revetment of erosion control brush-type as described in claim 1, it is characterised in that: the Reynolds mat (7) is laid on: lattice
Guest's gabion (4) arrives the part of the Channel slope (2) of flood level, and reinforcement Mike pads (9) and is laid on: Channel slope more than flood level
(2) part.
10. the ecological revetment of erosion control brush-type as claimed in claim 6, it is characterised in that: the bottom plate (41), side plate a (42),
Front end-plate a (43), end plate a (44), partition a (45), cover board a (46) are all made of zinc-coated wire braiding in several hexagons
Pass composition.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811528064 | 2018-12-13 | ||
| CN2018115280643 | 2018-12-13 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110233432A true CN110233432A (en) | 2019-09-13 |
Family
ID=67855262
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910703744.2A Pending CN110233432A (en) | 2018-12-13 | 2019-07-31 | Ecological revetment of scour prevention type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110233432A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112144473A (en) * | 2020-09-17 | 2020-12-29 | 安徽林海园林绿化股份有限公司 | River channel ecological slope protection greening method |
| CN112352632A (en) * | 2020-10-14 | 2021-02-12 | 中国一冶集团有限公司 | Reinforced pad erosion-proof spray-seeding greening construction method |
| CN113979542A (en) * | 2021-10-15 | 2022-01-28 | 南京中科水治理股份有限公司 | Ecological revetment for building benthos microbial habitat on river, lake and shore and construction method thereof |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070007688A (en) * | 2005-07-11 | 2007-01-16 | 티포엘 주식회사 | Geotextile-gabion mattress complex and environmental friendly method for constructing sloping surface structure by using thereof |
| CN101029480A (en) * | 2007-03-21 | 2007-09-05 | 任红星 | Dyke gabion baffling structure and method for planting hydrophyte by the structure |
| CN102146666A (en) * | 2011-02-16 | 2011-08-10 | 河海大学 | River waterfront multiplayer composite plant pollutant purification zone and construction method of river waterfront multiplayer composite plant pollutant purification zone |
| CN102219305A (en) * | 2011-02-23 | 2011-10-19 | 河海大学 | Vertical revetment river lake water wet land system and construction method thereof |
| CN203795372U (en) * | 2014-02-27 | 2014-08-27 | 东南大学 | Box body and inserted plate combined type ecological bank protection structure |
| CN104790348A (en) * | 2015-05-05 | 2015-07-22 | 苏交科集团股份有限公司 | Bank protecting method |
| RU2582813C1 (en) * | 2015-03-25 | 2016-04-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова (ФГБОУ ВПО КБГАУ) | Landslide protection structure of biopositive design |
| CN105586852A (en) * | 2015-12-17 | 2016-05-18 | 三峡大学 | Perpendicular revetment multi-level ecological landscape space system and construction method |
| CN206173887U (en) * | 2016-08-09 | 2017-05-17 | 河北乾烨金属制品有限公司 | A reynolds protection pad for bridge construction |
| CN106759086A (en) * | 2016-12-26 | 2017-05-31 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | A kind of gabion ecological water body revetment structure |
| CN207348019U (en) * | 2017-06-19 | 2018-05-11 | 交通运输部天津水运工程科学研究所 | A kind of urban river ecological revetment structure |
| CN207392142U (en) * | 2017-10-25 | 2018-05-22 | 上海戎合城市规划设计有限公司 | A kind of flexible cladding Soil-nailed slope protection system |
| CN108914884A (en) * | 2018-07-26 | 2018-11-30 | 中水电第十工程局（郑州）有限公司 | A kind of severe cold area Reynolds slope protection construction method |
| CN109024486A (en) * | 2018-09-04 | 2018-12-18 | 中交第二公路勘察设计研究院有限公司 | A kind of Han Qu paddles the freeze proof protection against erosion safeguard structure of side slope and its construction method |
| CN109056646A (en) * | 2018-08-15 | 2018-12-21 | 天津大学 | The multi-level intelligent ecological shore protection system in river based on sponge city |
| CN209482250U (en) * | 2018-12-13 | 2019-10-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological revetment of scour prevention type |
-
2019
- 2019-07-31 CN CN201910703744.2A patent/CN110233432A/en active Pending
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070007688A (en) * | 2005-07-11 | 2007-01-16 | 티포엘 주식회사 | Geotextile-gabion mattress complex and environmental friendly method for constructing sloping surface structure by using thereof |
| CN101029480A (en) * | 2007-03-21 | 2007-09-05 | 任红星 | Dyke gabion baffling structure and method for planting hydrophyte by the structure |
| CN102146666A (en) * | 2011-02-16 | 2011-08-10 | 河海大学 | River waterfront multiplayer composite plant pollutant purification zone and construction method of river waterfront multiplayer composite plant pollutant purification zone |
| CN102219305A (en) * | 2011-02-23 | 2011-10-19 | 河海大学 | Vertical revetment river lake water wet land system and construction method thereof |
| CN203795372U (en) * | 2014-02-27 | 2014-08-27 | 东南大学 | Box body and inserted plate combined type ecological bank protection structure |
| RU2582813C1 (en) * | 2015-03-25 | 2016-04-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова (ФГБОУ ВПО КБГАУ) | Landslide protection structure of biopositive design |
| CN104790348A (en) * | 2015-05-05 | 2015-07-22 | 苏交科集团股份有限公司 | Bank protecting method |
| CN105586852A (en) * | 2015-12-17 | 2016-05-18 | 三峡大学 | Perpendicular revetment multi-level ecological landscape space system and construction method |
| CN206173887U (en) * | 2016-08-09 | 2017-05-17 | 河北乾烨金属制品有限公司 | A reynolds protection pad for bridge construction |
| CN106759086A (en) * | 2016-12-26 | 2017-05-31 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | A kind of gabion ecological water body revetment structure |
| CN207348019U (en) * | 2017-06-19 | 2018-05-11 | 交通运输部天津水运工程科学研究所 | A kind of urban river ecological revetment structure |
| CN207392142U (en) * | 2017-10-25 | 2018-05-22 | 上海戎合城市规划设计有限公司 | A kind of flexible cladding Soil-nailed slope protection system |
| CN108914884A (en) * | 2018-07-26 | 2018-11-30 | 中水电第十工程局（郑州）有限公司 | A kind of severe cold area Reynolds slope protection construction method |
| CN109056646A (en) * | 2018-08-15 | 2018-12-21 | 天津大学 | The multi-level intelligent ecological shore protection system in river based on sponge city |
| CN109024486A (en) * | 2018-09-04 | 2018-12-18 | 中交第二公路勘察设计研究院有限公司 | A kind of Han Qu paddles the freeze proof protection against erosion safeguard structure of side slope and its construction method |
| CN209482250U (en) * | 2018-12-13 | 2019-10-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological revetment of scour prevention type |
Non-Patent Citations (5)
| Title |
|---|
| 广东省水利水电科学研究院;广东省水利学会, 广东水利水电, 31 December 2009 (2009-12-31), pages 52 - 54 * |
| 涂怀进，葛亮, 江西水利科技/格宾垫工艺在连前排灌站前池中的应用, vol. 36, no. 2, pages 109 - 111 * |
| 王振超，胡继光，夏冰编: "园林设计", 31 January 2014, 中国轻工业出版社, pages: 97 - 98 * |
| 赵金良等: "市政工程质量标准化施工指南", 28 February 2018, 黄河水利出版社, pages: 196 - 199 * |
| 韩霁昌: "黄土高原区沟道壤中流无动力调节灌溉综合技术开发与示范", 31 December 2016, 陕西科学技术出版社, pages: 103 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112144473A (en) * | 2020-09-17 | 2020-12-29 | 安徽林海园林绿化股份有限公司 | River channel ecological slope protection greening method |
| CN112352632A (en) * | 2020-10-14 | 2021-02-12 | 中国一冶集团有限公司 | Reinforced pad erosion-proof spray-seeding greening construction method |
| CN113979542A (en) * | 2021-10-15 | 2022-01-28 | 南京中科水治理股份有限公司 | Ecological revetment for building benthos microbial habitat on river, lake and shore and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209482250U (en) | Ecological revetment of scour prevention type | |
| KR20090014058A (en) | Vegetation method reinforced soil slopes with geotextile curtain wall combined with steel buckel and anchor nails | |
| KR100945078B1 (en) | Vegetation mat for revetment | |
| CN110233432A (en) | Ecological revetment of scour prevention type | |
| CN207619924U (en) | A kind of ecology channel revetment structure | |
| CN102359113A (en) | Integrally-cast cement pervious concrete ecological protection slope and construction method thereof | |
| CN110644430A (en) | Composite ecological revetment structure and construction method thereof | |
| CN108316243A (en) | Mountain bridge river technology | |
| CN113235623A (en) | Thick-layer base material foreign soil spray-seeding structure suitable for ecological restoration of high and steep slope and construction method thereof | |
| CN211972073U (en) | Urban ecological river cross section | |
| CN113737723A (en) | Ecological bank protection device and ecological bank protection method | |
| CN108457247A (en) | A kind of combination bank protection and its construction method | |
| CN210031857U (en) | Ecological embankment side slope structure | |
| CN108729409B (en) | River course prevention of seepage holds ecological recovery unit again | |
| KR100860748B1 (en) | Honey cell greening works | |
| CN209760145U (en) | Stepped ecological landscape slope protection | |
| CN114182686B (en) | Log frame and recycled concrete combined structure ecological slope protection and construction method thereof | |
| CN208430482U (en) | Mountain bridge river | |
| CN105756015B (en) | Method for restoring biodiversity dynamic landscape ecological composite system | |
| CN206256426U (en) | A kind of river course slope protection structure | |
| CN213625463U (en) | Three-dimensional ecological landscape system for coastal river hydro-fluctuation belt in three gorges reservoir area | |
| CN210857111U (en) | Ecological slope protection structure of combined type river course | |
| CN114059568A (en) | River bank slope multiple ecological anchor pad protection construction method | |
| CN202214733U (en) | Integrally-cast cement water-permeable concrete ecological slope protection | |
| CN202925515U (en) | Vetiver grass double layer reinforced composite vegetation hydro-fluctuation belt flexible plate protection system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |