CN107893422A - A kind of reinforcement type ecological slope protection structure and its construction method - Google Patents
A kind of reinforcement type ecological slope protection structure and its construction method Download PDFInfo
- Publication number
- CN107893422A CN107893422A CN201711000025.1A CN201711000025A CN107893422A CN 107893422 A CN107893422 A CN 107893422A CN 201711000025 A CN201711000025 A CN 201711000025A CN 107893422 A CN107893422 A CN 107893422A
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- Prior art keywords
- fix bar
- geotechnical grid
- protection structure
- fixed
- slope protection
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0021—Mortar
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0084—Geogrids
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of reinforcement type ecological slope protection structure and its construction method, including base soil layer, geotechnical grid, three-dimension vegetative net, vegetable layer, on the base soil layer distribution be fixed with fix bar, the fix bar upper end is worn be positioned at the rotation of the geotechnical grid in；The three-dimension vegetative net is positioned at the fix bar upper end by one end grafting of U-shaped holdfast and is fixed.The present invention has advantages below and effect：By the fixation of fix bar itself, the positioning of geotechnical grid and three-dimension vegetative net can be fixed simultaneously, not need extra keeper that geotechnical grid and three-dimension vegetative net are fixed, reduce laying difficulty, improve the stability of the structure of whole bank protection.
Description
Technical field
The present invention relates to ecological vestige, more particularly to a kind of reinforcement type ecological slope protection structure and its construction method.
Background technology
Ecological revetment, it is that supporting is carried out to slope or side slope, forms the synthesis bank protection being made up of plant or engineering and plant
The bulkhead tech of system.After excavation slope is formed, by planting plants, plant and rock, the interaction (root system of the soil body are utilized
Anchorage effect) side slope top layer protected, reinforced, it is allowed to that the requirement that side slope top layer is stable can be met, and can recovers quilt
The bank protection mode of the natural ecological environment of destruction.
Notification number is CN206267161U Chinese patent《A kind of three-dimension vegetative net slope protection construction suitable for soil-slope
Structure》, disclose and three-dimension vegetative net be fixed with by U-shaped steel nail and lumps of wood stake on soil-slope is domatic, then in vegetation net
On sow grass seeds by duster straight trough, by the netted guard system in the root system of vegetation net, the plant scene of be combineding with each other, and then ensure domatic stabilization,
And reduce directly washing away for rainwater side slope.
Publication No. is CN105926647A Chinese patent《A kind of greening side slope geotechnical grid and its application method》, it is open
By setting up geotechnical grid on bank protection, realizing effective collection of rainwater and permeate, for for plant growth, while plant
Root system play a part of soil and slope protection.
It is fixed although above-mentioned vegetation net can be followed closely by U-shaped steel into lumps of wood stake, in vegetation without completely raw
Before length, there is when run into rainwater it is more abundant when and after soil erosion of the rainwater to bank protection upper surface layer is complete, rainwater energy
Enough the problem of directly breaking up U-shaped steel nail, thus the installation that still can influence vegetation net is fixed, and then cause the online plant of vegetation
Thing is destroyed；Geotechnical grid equally exists above mentioned problem.
The content of the invention
It is an object of the invention to provide a kind of reinforcement type ecological slope protection structure, has geotechnical grid and vegetation net can be complete
The full effect being fixed on bank protection.
The present invention above-mentioned technical purpose technical scheme is that：A kind of reinforcement type ecological revetment knot
Structure, including base soil layer, geotechnical grid, three-dimension vegetative net, vegetable layer, on the base soil layer distribution be fixed with fix bar, it is described solid
Fixed pole upper end is worn be positioned at the rotation of the geotechnical grid in；One end grafting that the three-dimension vegetative net passes through U-shaped holdfast
The fix bar upper end is positioned to be fixed.
By using above-mentioned technical proposal, the fix bar protruded by fixing upper end on base soil layer, the fix bar one side
Geotechnical grid directly can be fixed for face, is fixed without extra fixture；On the other hand also can be simultaneously
U-shaped holdfast on three-dimensional vegetation is fixed, avoid U-shaped holdfast grafting with it is domatic when, because vegetation rareness early stage causes
After soil passage, generation the problem of loosely is fixed to the U-shaped holdfast., can by fix bar early stage in the positioning of base soil layer
Make geotechnical grid when mounted, installation site can be fully deployed fixed, without also needing extra essence in laying
Power positions to geotechnical grid, reduces laying difficulty,
The further setting of the present invention is：The spliced eye for the fix bar grafting, the grafting are offered on the base soil layer
The cement mortar for fixing the fix bar is poured into hole；Cement and sand ratio in cement mortar are 1:3.
By using above-mentioned technical proposal, fix bar is carried out after the spliced eye being plugged on base soil layer with cement mortar
It is fixed, realize that fix bar can be completely fixed on base soil layer, on the other hand can also strengthen stability domatic at this, and then
The overall structural strength for improving base soil layer upper strata.
The further setting of the present invention is：Spacing hole is offered at the rotation of the geotechnical grid, is set in the spacing hole
Anti-corrosion pipe is equipped with, grease is filled between the anti-corrosion pipe and the fix bar.
By using above-mentioned technical proposal, in each spacing hole of geotechnical grid fixation can have anti-corrosion pipe, in anti-corrosion
After pipe is installed in fix bar, the grease of filling can protrude to the fix bar plays antisepsis with a part for base soil layer,
The generation for the problem of avoiding fix bar deuterogenesis corrosion and causing fix bar to be damaged.
The further setting of the present invention is：Positioning hole is offered in the fix bar, one end of the U-shaped holdfast is provided with
Can interference be plugged in locating dowel in the positioning hole, and described U-shaped holdfast one end is plugged in the anti-corrosion pipe upper end.
By using above-mentioned technical proposal, positioning hole is offered in fix bar upper end, when needing to lay three-dimension vegetative net,
Only need U-shaped holdfast being inverted, then the one end for being provided with locating dowel is plugged into the positioning hole, U-shaped holdfast is relative to solid
Fixed pole, which is realized, fixes, i.e., three-dimension vegetative net is positioned at into geotechnical grid upper end by U holdfasts, difficult for drop-off.
The further setting of the present invention is：The soil for three-dimension vegetative net described in colligation is additionally provided with the geotechnical grid
Work rope.
By using above-mentioned technical proposal, the geotechnique's rope set on geotechnical grid can expand geotechnical grid and three-dimensional vegetation
Tie point between net, the stability of both two-stages of enhancing.
The further setting of the present invention is：Also it is distributed with using nonwoven between the geotechnical grid and the three-dimension vegetative net
The carded sliver is planted made of cloth, the plant carded sliver is built with conditioned soil, organic fertilizer and vegetation seed；The plant carded sliver is restricted by geotechnique
It is fixed.
By using above-mentioned technical proposal, for some high gradient slopes because the gradient is larger so that when spraying vegetation, plant
Be easy to slide by matrix, thus by plant the carded sliver on the one hand play the vegetation substrate for planting carded sliver upper end is carried out it is spacing,
Prevent its landing and lower floor；On the other hand itself can play a part of vegetation substrate.The carded sliver is planted to be made up of non-woven fabrics so that
The growth water and soil of vegetation is washed away after a period of time, and the non-woven fabrics is differentiated, final still to turn into vegetable layer.The carded sliver is planted to exist
Directly it can be fixed when fixed by geotechnique's rope, without being fixed using other additional ways.
It is an object of the invention to provide a kind of construction method, has the stable effect of bank protection previous structure distribution.
The present invention above-mentioned technical purpose technical scheme is that：A kind of construction method, its feature
It is：Including step：
It is 1. smooth domatic：Artificial leveling, eliminate all rocks, broken clod, plant, rubbish, 90 ~ 100mm of backfill improvement soil thickness；
2. pumping equipment is constructed：Wide 300mm is excavated, depth is not less than 200mm rectangle grooves；
3. geotechnical grid is constructed：Use to be drilled with screw-thread steel on domatic and generate spliced eye, described in the interior insertion of the spliced eye
Fix bar, then toward pouring into cement mortar in the spliced eye, to fixed fix bar,
When laying geotechnical grid, the anti-corrosion pipe distribution in the spacing hole of geotechnical grid is plugged into each fix bar, finally
Conditioned soil is filled up in the cell compartment of each geotechnical grid and is compacted, and is higher by 10 ~ 20mm of geotechnical grid；
4. planting carded sliver construction, the carded sliver will be planted and be laid on above geotechnical grid, bound by geotechnique's rope；
5. three-dimension vegetative net is constructed：Laid along slope, then by the locating dowel plugged and fixed of one end of U-shaped holdfast to fix bar
It is in the positioning hole at end that the tie point progress of three-dimension vegetative net is spacing, then bound with geotechnique's rope；
6. construction of sowing grass seeds by duster：Vegetation substrate is sowed grass seeds by duster on domatic, finally covering non-woven fabrics maintenance.
The further setting of the present invention is：Step 3. in, it is described anti-after the anti-corrosion pipe is plugged into the fix bar
Corruption pipe is sealed with filling grease in the gap of the fix bar, and grease is equally filled in anti-corrosion pipe upper end, is available for U-shaped holdfast
One end carries out grafting sealing.
In summary, the invention has the advantages that：
1st, fix bar by cement mortar be fixed to base soil layer on, can more preferably side slope play firm effect；
2nd, by the fixation of fix bar itself, the positioning of geotechnical grid and three-dimension vegetative net can be fixed simultaneously, not need volume
Geotechnical grid and three-dimension vegetative net are fixed outer keeper, reduce laying difficulty, improve the knot of whole bank protection
The stability of structure；
3rd, the carded sliver is planted by fixed domatic, can be applied to carry out the kind of sowing grass seeds by duster of vegetation on the larger high gradient slope of the gradient
Plant.
Brief description of the drawings
Fig. 1 is the distribution schematic diagram of embodiment one；
Fig. 2 is the structural representation that embodiment one is provided with geotechnical grid；
Fig. 3 is the structural relation figure of geotechnical grid and three-dimension vegetative net in embodiment one；
Fig. 4 is the annexation figure of U-shaped holdfast and fix bar in embodiment one.
In figure：1st, base soil layer；2nd, geotechnical grid；3rd, three-dimension vegetative net；4th, vegetable layer；5th, spliced eye；6th, fix bar；7th, limit
Position hole；8th, anti-corrosion pipe；9th, the carded sliver is planted；10th, U-shaped holdfast；11st, positioning hole；12nd, locating dowel.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
Embodiment one, a kind of reinforcement type ecological slope protection structure, reference picture 1, including be cleaned it is smooth after base soil layer 1, paving
Geotechnical grid 2 and three-dimension vegetative net 3 on base soil layer 1, and the last vegetable layer 4 for growing into afforestation vegetation.
There is spliced eye 5 in the upper end rectangular array of base soil layer 1, one is provided with each spliced eye 5 as fix bar 6
Drill rod, while be fixed between fix bar 6 and spliced eye 5 by cement mortar, fix bar 6 passes through the cement mortar after solidification
The overall stability in the upper end of base soil layer 1 can be enhanced.
Reference picture 2, geotechnical grid 2 offer spacing hole 7 at rotation, at the same fix in the spacing hole 7 one by
Anti-corrosion pipe 8 made of polyethylene or polypropylene；When geotechnical grid 2 lay install when, it is native only 8 sets of anti-corrosion pipe need to be set to base
In the fix bar 6 set on layer 1, while grease is filled between anti-corrosion pipe 8 and fix bar 6, it is ensured that fix bar 6 is not easy rotten
Erosion.Geotechnical grid 2 need to only be installed to the installation site of fix bar 6 in laying, without extra energy to geotechnical grid 2
Carry out expansion positioning.Lay toward after geotechnical grid 2, toward backfilling conditioned soil on geotechnical grid 2, and conditioned soil is compacted in cell compartment
Inside, the upper end of geotechnical grid 2 is covered using moist conditioned soil, and is higher by 210 ~ 20mm of geotechnical grid.
Multirow is distributed with the upper end of geotechnical grid 2 by more hedge planting carded slivers 9（Reference picture 1）The limiting section of composition, for the gradient
Larger is domatic, for being carried out spacing to vegetation substrate, even conditioned soil.The carded sliver 9 is planted to be formed by non-woven fabrics sewing, while
Plant the inside of the carded sliver 9 and be filled with conditioned soil, organic fertilizer and vegetation seed.The both ends for planting the carded sliver 9 can be by being arranged on geotechnological lattice
On room 2 geotechnique rope is fixed, after bank protection is building one of time, non-woven fabrics can automatic weathering, internal improvement
Soil is directly becoming a part for bank protection.
After the complete plant carded sliver 9 of fixation, then toward geotechnical grid 2 and plant one layer of three-dimension vegetative net 3 of the top of the carded sliver 9 laying, three-dimensional
The one side of vegetation net 3 can be bound by the geotechnique's rope being connected on geotechnical grid 2, on the other hand can pass through U-shaped anchor
Nail 10 is fixed.Reference picture 3 and Fig. 4, U-shaped holdfast 10 can be set U-shaped holdfast 10 in fixed three-dimension vegetative net 3
One end of locating dowel 12 is inserted into the anti-corrosion pipe 8 on geotechnical grid 2（Reference picture 2）Interior, now locating dowel 12 being capable of interference grafting
Realize and fix in the positioning hole 11 that the upper end of fix bar 6 is set, now the bending place of the U-shaped upper end of holdfast 10 can be by three-dimensional vegetation
The upper end of geotechnical grid 2 is pressed on, realizes positioning.
Embodiment two, a kind of construction method of above-described embodiment one of constructing, including step：
It is 1. smooth domatic：Artificial leveling, eliminate all rocks, broken clod, plant, rubbish, 90 ~ 100mm of backfill improvement soil thickness；
2. pumping equipment is constructed：Wide 300mm is excavated, depth is not less than 200mm rectangle grooves, on the other hand can be according to domatic
Uninterrupted considers whether to set domatic transverse drain ditch；
3. geotechnical grid 2 is constructed：Use to be drilled with screw-thread steel on domatic and generate spliced eye 5, toward the interior insertion fix bar of spliced eye 5
6, then toward pouring into ratio in spliced eye 5 as 1:3 cement mortar, fix bar 6 is fixed,
Then when laying geotechnical grid 2, the distribution of anti-corrosion pipe 8 in the spacing hole 7 of geotechnical grid 2 is plugged into each fixation
On bar 6, finally fill up conditioned soil in the cell compartment of each geotechnical grid 2 and be compacted, and be higher by 210 ~ 20mm of geotechnical grid, eminence
The conditioned soil of geotechnical grid 2 can be gently compacted using wetland.
After anti-corrosion pipe 8 is plugged into fix bar 6, anti-corrosion pipe 8 is sealed with filling grease in the gap of fix bar 6,
Grease is equally filled in the upper end of anti-corrosion pipe 8, is available for one end of U-shaped holdfast 10 to carry out grafting sealing；
4. planting the carded sliver 9 to construct, direction is extended downwardly along the gradient, lays multirow, each carded sliver 9 of planting is laid on the top of geotechnical grid 2,
Bound by geotechnique's rope；
5. three-dimension vegetative net 3 is constructed：Laid along slope, then the plugged and fixed of locating dowel 12 by one end of U-shaped holdfast 10 is to consolidating
In the positioning hole 11 of the upper end of fixed pole 6 that the tie point progress of three-dimension vegetative net 3 is spacing, remaining position can be directly using geotechnique's rope
Bound；
6. construction of sowing grass seeds by duster：Vegetation substrate is sowed grass seeds by duster on domatic, finally covering non-woven fabrics maintenance.
Wherein vegetation substrate can be the mixed material of grass seeds, wood-fibred, water-loss reducer, bonding agent, coloring agent and water, lead to
Spray seeder is crossed uniformly to sow on three-dimension vegetative net 3.When conserving early stage, 45D is no less than between watering maintenance, periodically carries out disease
Even if the after-culture after pest control, top dressing and grass seeds germination.
Specific embodiment is only explanation of the invention, and it is not limitation of the present invention, those skilled in the art
The modification of no creative contribution can be made to the present embodiment as needed after this specification is read, but as long as in this hair
All protected in bright right by Patent Law.
Claims (8)
1. a kind of reinforcement type ecological slope protection structure, including base soil layer (1), geotechnical grid (2), three-dimension vegetative net (3), vegetable layer
(4), it is characterised in that：Distribution is fixed with fix bar (6) on the base soil layer (1), and fix bar (6) upper end, which is worn, to be positioned at
In at the rotation of the geotechnical grid (2)；The three-dimension vegetative net (3) is positioned at institute by one end grafting of U-shaped holdfast (10)
Fix bar (6) upper end is stated to be fixed.
A kind of 2. reinforcement type ecological slope protection structure according to claim 1, it is characterised in that：Opened on the base soil layer (1)
Provided with the spliced eye (5) for the fix bar (6) grafting, poured into the spliced eye (5) for fixing the fix bar (6)
Cement mortar；Cement and sand ratio in cement mortar are 1:3.
A kind of 3. reinforcement type ecological slope protection structure according to claim 2, it is characterised in that：The geotechnical grid (2)
Spacing hole (7) is offered at rotation, anti-corrosion pipe (8), the anti-corrosion pipe (8) and the fixation are provided with the spacing hole (7)
Grease is filled between bar (6).
A kind of 4. reinforcement type ecological slope protection structure according to claim 3, it is characterised in that：Opened on the fix bar (6)
Provided with positioning hole (11), one end of the U-shaped holdfast (10) be provided with can interference be plugged in the positioning hole (11) and determine
Position post (12), and the U-shaped holdfast (10) one end is plugged in the anti-corrosion pipe (8) upper end.
A kind of 5. reinforcement type ecological slope protection structure according to claim 4, it is characterised in that：On the geotechnical grid (2)
It is additionally provided with geotechnique's rope for three-dimension vegetative net (3) described in colligation.
6. a kind of reinforcement type ecological slope protection structure according to claim 5 and its construction method, it is characterised in that：The soil
Also it is distributed between work cell compartment (2) and the three-dimension vegetative net (3) using the plant carded sliver (9), the plant carded sliver made of non-woven fabrics
(9) built with conditioned soil, organic fertilizer and vegetation seed；The plant carded sliver (9) is fixed by geotechnique's rope.
It is 7. a kind of for the construction method for the reinforcement type ecological slope protection structure constructed described in the claims 6, it is characterised in that：
Including step：
It is 1. smooth domatic：Artificial leveling, eliminate all rocks, broken clod, plant, rubbish, 90 ~ 100mm of backfill improvement soil thickness；
2. pumping equipment is constructed：Wide 300mm is excavated, depth is not less than 200mm rectangle grooves；
3. geotechnical grid (2) is constructed：Use to be drilled with screw-thread steel on domatic and generate spliced eye (5), it is interior toward the spliced eye (5)
The fix bar (6) is inserted, then cement mortar is poured into toward the spliced eye (5) is interior, to fixed fix bar (6)
When laying geotechnical grid (2), anti-corrosion pipe (8) distribution in the spacing hole (7) of geotechnical grid (2) is plugged into each admittedly
In fixed pole (6), conditioned soil is finally filled up in the cell compartment of each geotechnical grid (2) and is compacted, and be higher by geotechnical grid (2) 10 ~
20mm；
4. planting the carded sliver (9) construction, the carded sliver (9) will be planted and be laid on above geotechnical grid (2), bound by geotechnique's rope；
5. three-dimension vegetative net (3) is constructed：Laid along slope, then locating dowel (12) grafting by one end of U-shaped holdfast (10) is solid
Surely it is spacing to arrive the interior tie point progress by three-dimension vegetative net (3) of positioning hole (11) of fix bar (6) upper end, then is carried out with geotechnique's rope
Binding；
6. construction of sowing grass seeds by duster：Vegetation substrate is sowed grass seeds by duster on domatic, finally covering non-woven fabrics maintenance.
8. a kind of reinforcement type ecological slope protection structure according to claim 7 and its construction method, it is characterised in that：Step is 3.
In, after the anti-corrosion pipe (8) is plugged into the fix bar (6), the anti-corrosion pipe (8) and the gap of the fix bar (6)
Interior filling grease is sealed, and grease is equally filled in anti-corrosion pipe (8) upper end, is available for one end progress grafting of U-shaped holdfast (10) close
Envelope.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201711000025.1A CN107893422B (en) | 2017-10-24 | 2017-10-24 | A kind of reinforcement type ecological slope protection structure and its construction method |
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| CN201711000025.1A CN107893422B (en) | 2017-10-24 | 2017-10-24 | A kind of reinforcement type ecological slope protection structure and its construction method |
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| CN107893422A true CN107893422A (en) | 2018-04-10 |
| CN107893422B CN107893422B (en) | 2019-11-01 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555082A (en) * | 2018-10-09 | 2019-04-02 | 荟岩环境建设(无锡)有限公司 | A kind of construction method of river high gradient slope zoology green-recovery |
| CN110036811A (en) * | 2019-04-04 | 2019-07-23 | 三峡大学 | Slope vegetation protection structure and its construction method |
| CN111456082A (en) * | 2020-04-01 | 2020-07-28 | 安徽金联地矿科技有限公司 | Re-greening method for mine slope surface |
| CN111636444A (en) * | 2020-05-22 | 2020-09-08 | 中电建十一局工程有限公司 | Water and soil conservation method for side slope in high-altitude area |
| CN113170674A (en) * | 2021-04-23 | 2021-07-27 | 云南大学 | Rock mass afforestation equipment desertifies |
| CN113235620A (en) * | 2021-04-26 | 2021-08-10 | 湖南省绿林建设集团有限公司 | Slope ecological restoration structure of damaged mountain and restoration method thereof |
| CN113463668A (en) * | 2021-07-21 | 2021-10-01 | 中信国安建工集团有限公司 | Highway slope stability protection structure and construction operation method |
| CN115997579A (en) * | 2022-12-30 | 2023-04-25 | 景古环境建设股份有限公司 | Three-dimensional plant net planting structure |
| CN117306553A (en) * | 2023-09-28 | 2023-12-29 | 重庆地质矿产研究院 | Slope environment-friendly ecological protection method |
| CN118029413A (en) * | 2024-04-15 | 2024-05-14 | 华北建工工程集团有限公司 | Soil and water conservation stabilizes bank protection device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603316A (en) * | 2013-11-04 | 2014-02-26 | 河海大学 | Ecological cement and geocell combination slope protection technology |
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Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103603316A (en) * | 2013-11-04 | 2014-02-26 | 河海大学 | Ecological cement and geocell combination slope protection technology |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555082A (en) * | 2018-10-09 | 2019-04-02 | 荟岩环境建设(无锡)有限公司 | A kind of construction method of river high gradient slope zoology green-recovery |
| CN110036811A (en) * | 2019-04-04 | 2019-07-23 | 三峡大学 | Slope vegetation protection structure and its construction method |
| CN111456082A (en) * | 2020-04-01 | 2020-07-28 | 安徽金联地矿科技有限公司 | Re-greening method for mine slope surface |
| CN111636444A (en) * | 2020-05-22 | 2020-09-08 | 中电建十一局工程有限公司 | Water and soil conservation method for side slope in high-altitude area |
| CN113170674A (en) * | 2021-04-23 | 2021-07-27 | 云南大学 | Rock mass afforestation equipment desertifies |
| CN113235620A (en) * | 2021-04-26 | 2021-08-10 | 湖南省绿林建设集团有限公司 | Slope ecological restoration structure of damaged mountain and restoration method thereof |
| CN113235620B (en) * | 2021-04-26 | 2022-06-17 | 湖南省绿林建设集团有限公司 | Slope ecological restoration structure of damaged mountain and restoration method thereof |
| CN113463668A (en) * | 2021-07-21 | 2021-10-01 | 中信国安建工集团有限公司 | Highway slope stability protection structure and construction operation method |
| CN115997579A (en) * | 2022-12-30 | 2023-04-25 | 景古环境建设股份有限公司 | Three-dimensional plant net planting structure |
| CN117306553A (en) * | 2023-09-28 | 2023-12-29 | 重庆地质矿产研究院 | Slope environment-friendly ecological protection method |
| CN118029413A (en) * | 2024-04-15 | 2024-05-14 | 华北建工工程集团有限公司 | Soil and water conservation stabilizes bank protection device |
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| CN107893422B (en) | 2019-11-01 |
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