CN109566248A - A kind of rock matter adverse slope vegetation establishment method - Google Patents
A kind of rock matter adverse slope vegetation establishment method Download PDFInfo
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- CN109566248A CN109566248A CN201910049268.7A CN201910049268A CN109566248A CN 109566248 A CN109566248 A CN 109566248A CN 201910049268 A CN201910049268 A CN 201910049268A CN 109566248 A CN109566248 A CN 109566248A
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- adverse slope
- slope
- rock
- adverse
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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
- A01G17/00—Cultivation of hops, vines, fruit trees, or like trees
- A01G17/005—Cultivation methods
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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
- A01G22/00—Cultivation of specific crops or plants not otherwise provided for
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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
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/10—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
-
- 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
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/10—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
- A01G24/12—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material containing soil minerals
- A01G24/15—Calcined rock, e.g. perlite, vermiculite or clay aggregates
-
- 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
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/40—Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure
- A01G24/44—Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure in block, mat or sheet form
- A01G24/46—Growth substrates; Culture media; Apparatus or methods therefor characterised by their structure in block, mat or sheet form multi-layered
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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
Abstract
The invention discloses a kind of rock matter adverse slope vegetation establishment methods, it is the following steps are included: step 1: handling the adverse slope surface of virgin rock；Step 2: squeezing into anchor pole in virgin rock, spreads on adverse slope surface and hangs geonet；Step 3: spraying to form haydite vermiculite concrete layer on adverse slope surface, and constitutes porous plant generating layer, and then adverse slope surface is modified to the slopes that are positive；Step 4: on the surface of positive slopes, paving hangs active protecting net, constructs reinforcing layer.Then the base surface of positive slopes is handled with plant cover concrete, and forms plant cover concrete anti-impact brush layer；Step 5: vegetation is planted on the surface of plant cover concrete anti-impact brush layer, and then forms draft shrub and intersects vegetable layer；Step 6: late maintaining.This method maintains the stability of side slope by anchor pole, earth's surface support and SNS active network, and opposite side slope ecology is repaired.
Description
Technical field
The invention belongs to slope ecological recovery technique field more particularly to a kind of rock matter adverse slope vegetation establishment methods.
Background technique
Adverse slope slope surface cannot receive natural precipitation, not have the moisture condition of plant growth indispensability.
Currently, mainly transplanting Hanging Plants, but both plantings using in bottom of slope plant ramping constraints or in top of the slope
Not only growing way is slow for method, cannot substitute in the four seasons, and the more fragile frangibility in the case where high wind suppresses equal mal-conditions.
Secondly, most of adverse slopes and without vegetation establishment.But use the method for only cutting slope that it is made to become positive slope.It is this
Method is simple and fast, but project amount is larger under normal circumstances, and the stringent limitation vulnerable to space.
In addition, adverse slope also can be used and grout the mode of block or casting concrete and be become positive slope.This mode is constructed
Difficulty is larger, and additional material stability of building is poor, and for filling material from great, load is big, causes secondary injury.Therefore right at present
It is extremely urgent that reparation is administered and afforested to adverse slope.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of rock matter adverse slope vegetation establishment method, this method passes through anchor
Bar, earth's surface support and SNS active network maintain the stability of side slope, and opposite side slope ecology is repaired.
In order to realize above-mentioned technical characteristic, the object of the present invention is achieved like this: a kind of rock matter adverse slope vegetation establishment
Method, it the following steps are included:
Step 1: the adverse slope surface of virgin rock is handled；
Step 2: squeezing into anchor pole in virgin rock, spreads on adverse slope surface and hangs geonet；
Step 3: spraying to form haydite vermiculite concrete layer on adverse slope surface, and constitutes light porous plant generating layer, and then by adverse slope
Surface is modified to the slopes that are positive；
Step 4: on the surface of positive slopes, paving hangs active protecting net, and the base surface of positive slopes is then handled with plant cover concrete, and
Form plant cover concrete anti-impact brush layer；
Step 5: vegetation is planted on the surface of plant cover concrete anti-impact brush layer, and then forms draft shrub and intersects vegetable layer；
Step 6: late maintaining.
The specific steps that adverse slope surface is handled in the step 1 are as follows: to adverse slope surface using mechanical bond manually into
Row cleaning all removes the stone of the outwash on adverse slope surface, loosening clean.
Concrete operations in the step 2 are as follows: anchor pole is securely anchored to inside virgin rock, and makes anchor pole and falls
Slope surface is in 5o~20oAcute angle squeeze into, the exposure length of anchor pole be subject to by adverse slope surface correct, and guarantee anchor pole enter rock depth
Degree and exposure deep equality select the geonet in suitable aperture, and geonet and anchor pole are bound securely.
Generating layer is planted in the step 3: light porous plant generating layer；Reinforcing layer: active network；Seed layer；Anti-impact brush layer, tool
Gymnastics as: it is larger for work surface and high gradient slope fall slope surface, handled by the way of mechanical injection, for
The relatively difficult place of mechanical injection, using manually fill or hand spray by the way of, finally adverse slope body is modified to and is positive
Slopes.
The porous concrete for plant growth that haydite vermiculite concrete layer is formed using vermiculite, haydite in the step 3；It is modified to
It is positive after slopes, the length for guaranteeing that anchor pole exposes slope surface is 8 ~ 12cm；
The active protecting net uses SNS active protecting net, then sprays plant cover concrete anti-impact brush layer in positive slope surface, described
Two layers of plant cover concrete anti-impact brush layer point: bottom of the injection without seed, the underlayer thickness are 7~8cm first, are then sowed grass seeds by duster
Surface layer containing seed, the surface layer with a thickness of 1~2cm.
Concrete operations in the step 6 are as follows: the concrete operations of the late maintaining are as follows: plant cover concrete anti-impact brush layer spray
After shooting away work, covers non-woven fabrics and sprinkle water and carry out maintenance management.
Concrete operations in the step 4 are as follows: the haydite vermiculite concrete layer is by haydite, vermiculite coarse aggregate and water
Mud, a kind of physics is piled up made of soil is cementing, and a small amount of fine aggregate is contained in coarse aggregate.
The haydite vermiculite concrete layer is mixed by the composition ratio of 100:6:10:5 using sandy soil, vermiculite, haydite, cement
Porous concrete for plant growth made of conjunction, takes root growth for vegetation and provides condition.
In the step 4 when grade of side slope≤60 ° on adverse slope surface, the spacing of anchor pole is 2.5m；Grade of side slope≤75 °
When, anchor pole spacing is 2m, and when grade of side slope >=75 °, holdfast spacing is 1.5m.
The method have the advantages that:
1, rock matter adverse slope vegetation establishment method of the present invention solves the problems, such as that slope plants are not readily accessible to nature for rain.
2, it is an entirety that the planting and establishing method filled, which fills object, and passes through anchor pole, earth's surface support and the maintenance of SNS active network
The stability of side slope, does not easily cause the danger for collapsing and toppling over again.
3, vermiculite as soil conditioner can improve the structure of soil, water storage protects entropy, improve the gas permeability of soil and aqueous
Property.Make crop that can obtain sufficient moisture and minerals from early growth period, plant is promoted comparatively fast to grow.
4,300~500kg/m of Superlight ceramsites density3And the density of normal concrete is 1900~2500Kg/m3, quality is light
Just, with certain mechanical strength, the load that the load load and outsourcing for alleviating side slope are passively netted avoids the danger of sedimentation
Danger.
5, the restoration of the ecosystem on surface reduces rock weathering and the harm of raindrop acidification, has also complied with emphasis protecting ecology ring
The development trend in border.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is adverse slope structural schematic diagram of the invention.
Fig. 2 is brief rain period Closed Graph of the invention.
Fig. 3 is threaded anchor rod structure chart of the invention.
Fig. 4 is light anchor structure figure of the invention.
In figure: anchor pole 1, virgin rock 2, plant cover concrete anti-impact brush layer 3, haydite vermiculite concrete layer 4, draft shrub are handed over
Pitch vegetable layer 5.
Specific embodiment
Embodiments of the present invention are described further with reference to the accompanying drawing.
Referring to Fig. 1-4, a kind of rock matter adverse slope vegetation establishment method, it the following steps are included:
Step 1: the adverse slope surface of virgin rock 2 is handled；
Step 2: squeezing into anchor pole 1 in virgin rock 2, spreads on adverse slope surface and hangs geonet；
Step 3: spraying to form haydite vermiculite concrete layer 4 on adverse slope surface, and constitutes porous plant generating layer, and then by adverse slope table
Face is modified to the slopes that are positive；
Step 4: on the surface of positive slopes, paving hangs active protecting net, and the base surface of positive slopes is then handled with plant cover concrete, and
Form plant cover concrete anti-impact brush layer 3；
Step 5: vegetation is planted on the surface of plant cover concrete anti-impact brush layer 3, and then forms draft shrub and intersects vegetable layer 5；
Step 6: late maintaining.
Rock matter adverse slope can effectively be repaired by using the vegetation establishment method of above structure, effectively be prevented
The danger collapsed again occurs in it, while having also complied with the demand for development of current ecological afforestation.
Further, the specific steps that adverse slope surface is handled in the step 1 are as follows: to adverse slope surface using mechanical
In conjunction with manually being cleared up, the stone of the outwash on adverse slope surface, loosening is all removed clean.It can be square after cleaning out
Just the subsequent anchor pole 1 of progress is squeezed into.Condition is provided by above-mentioned treatment process for subsequent Slope Treatment.
Further, concrete operations in the step 2 are as follows: anchor pole 1 is securely anchored to inside virgin rock 2, and is made
It obtains anchor pole 1 and adverse slope surface is in 5o~20oAcute angle squeeze into, the exposure length of anchor pole 1, which is subject to, corrects adverse slope surface, and guarantees
Anchor pole 1 enters rock depth and exposure deep equality, selects the geonet in suitable aperture, and geonet and anchor pole 1 are bound securely.
By above-mentioned 1 setting angle of anchor pole, optimal anchoring effect can be reached, and then ensure that the fixed effect to geonet.
Further, concrete operations in the step 3 are as follows: slope surface larger for work surface and high gradient slope,
It is handled by the way of mechanical injection, for the relatively difficult place of mechanical injection, using manually filling or artificial mark spraying
Adverse slope body is finally modified to the slopes that are positive by the mode penetrated.
Further, the raw coagulation of porous plant that haydite vermiculite concrete layer 4 is formed using vermiculite, haydite in the step 3
Soil；It is modified to and is positive after slopes, the length for guaranteeing that anchor pole 1 exposes slope surface is 8 ~ 12cm.Wherein vermiculite is as soil improvement
Agent can improve the structure of soil, water storage protects entropy；The gas permeability and the property of water-bearing of soil are improved, plant is promoted comparatively fast to increase；Haydite is then
With certain mechanical strength, quality is light；The small micropore of haydite itself can also absorb water water storage, while gas permeability is full；Cement
Make concrete that there is certain intensity as cementing material, guarantees successfully glutinous together with.
Further, concrete operations in the step 4 are as follows: the active protecting net uses SNS active protecting net, can
Fixed packing material, moreover it is possible to play the role of reinforcement.Anti-impact brush layer is formed in positive slope surface injection plant cover concrete again.It is thick
Degree is 7~8cm.
Further, the plant cover concrete anti-impact brush layer 3 divides two layers: bottom of the injection without seed first, the bottom
Layer with a thickness of 7~8cm, the surface layer containing seed of then sowing grass seeds by duster, the surface layer with a thickness of 1~2cm.
The anchor pole 1 will improve the model of reinforcing bar according to actual needs, increase the length and density of reinforcing bar, when linked network, tool
Can select geonet according to side slope type in body engineering, have particular/special requirement or permanent mesh sheet must cross modeling or galvanized anticorrosive,
Mesh sheet will be bound securely with anchor pole, and lap width is no less than 5cm, and mesh sheet will keep the distance of 2/3 jetting thickness away from slope surface,
When handling base surface using conventional spray anchor arrangement injection, in the positive slope slope surface after maintenance, compare for mechanical injection
Difficult place can be laid with using artificial.Wherein handling basis with plant cover concrete includes bottom, plants green kind without mixing
Son, nearly 8cm is thick, plant cover concrete surface layer 2cm, plants green seed containing mixing.Cement and additive amount halve in surface layer.
Further, concrete operations in the step 6 are as follows: the concrete operations of the late maintaining are as follows: plant cover concrete is anti-
After the injection completion of erosional layer 3, covers non-woven fabrics and sprinkle water and carry out maintenance management.
Non-woven fabrics uses 28g/m2Non-woven fabrics, watering carry out maintenance management 60 days.
Further, concrete operations in the step 4 are as follows: the haydite vermiculite concrete layer 4 is thick by haydite, vermiculite
A kind of physics made of aggregate and cement, soil are cementing is piled up, and a small amount of fine aggregate is contained in coarse aggregate.
Further, the haydite vermiculite concrete layer 4 is using sandy soil, vermiculite, haydite, cement by 100:6:10:5's
The porous concrete for plant growth that composition ratio mixes, takes root growth for vegetation and provides condition.
Further, in the step 4 when grade of side slope≤60 ° on adverse slope surface, the spacing of anchor pole 1 is 2.5m；Side slope
When the gradient≤75 °, 1 spacing of anchor pole is 2m, and when grade of side slope >=75 °, holdfast spacing is 1.5m.By using above-mentioned size model
The spacing of the anchor pole 1 enclosed can guarantee optimal anchoring effect.
Above-described embodiment is used to illustrate the present invention, rather than limits the invention, in spirit of the invention and
In scope of protection of the claims, to any modifications and changes that the present invention makes, protection scope of the present invention is both fallen within.
Claims (10)
1. a kind of rock matter adverse slope vegetation establishment method, which is characterized in that it the following steps are included:
Step 1: the adverse slope surface of virgin rock (2) is handled；
Step 2: squeezing into anchor pole (1) in virgin rock (2), spreads on adverse slope surface and hangs geonet；
Step 3: spraying to form haydite vermiculite concrete layer (4) on adverse slope surface, and constitutes light porous plant generating layer, and then will
Adverse slope surface is modified to the slopes that are positive；
Step 4: on the surface of positive slopes, paving hangs active protecting net and constructs reinforcing layer, then handles positive slopes with plant cover concrete
Base surface, and form plant cover concrete anti-impact brush layer (3)；
Step 5: vegetation is planted on the surface of plant cover concrete anti-impact brush layer (3), and then forms draft shrub and intersects vegetable layer
(5)；
Step 6: late maintaining.
2. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: adverse slope in the step 1
The specific steps that surface is handled are as follows: adverse slope surface is manually cleared up using mechanical bond, by the slide rock on adverse slope surface
Object, the stone whole removing of loosening are clean.
3. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: specific in the step 2
Operation are as follows: it is internal that anchor pole (1) is securely anchored to virgin rock (2), and makes anchor pole (1) and adverse slope surface in 5o~20o's
Acute angle is squeezed into, and the exposure length of anchor pole (1), which is subject to, corrects adverse slope surface, and guarantee anchor pole (1) enters rock depth and exposure
Deep equality selects the geonet in suitable aperture, and geonet and anchor pole (1) is bound securely.
4. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: plant life in the step 3
Layer: light porous plant generating layer；Reinforcing layer: active network；Seed layer；Anti-impact brush layer, concrete operations are as follows: it is larger for work surface and
The slope surface of high gradient slope, is handled by the way of mechanical injection, for the relatively difficult place of mechanical injection, is adopted
It manually fills or the mode of hand spray, adverse slope body is finally modified to the slopes that are positive.
5. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: haydite in the step 3
The porous concrete for plant growth that vermiculite concrete layer (4) is formed using vermiculite, haydite；It is modified to and is positive after slopes, guarantee anchor pole (1)
The length for exposing slope surface is 8 ~ 12cm.
6. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: specific in the step 4
Operation are as follows: the active protecting net uses SNS active protecting net, then sprays plant cover concrete anti-impact brush layer in positive slope surface
(3), the plant cover concrete anti-impact brush layer (3) point two layers: the injection bottom that is free of seed first, the underlayer thickness is 7~
8cm, the surface layer containing seed of then sowing grass seeds by duster, the surface layer with a thickness of 1~2cm.
7. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: specific in the step 6
Operation are as follows: the concrete operations of the late maintaining are as follows: after plant cover concrete anti-impact brush layer (3) injection completion, covering non-woven fabrics is simultaneously
Watering carries out maintenance management.
8. a kind of rock matter adverse slope vegetation establishment method according to claim 1, it is characterised in that: specific in the step 4
Operation are as follows: the haydite vermiculite concrete layer (4) be as haydite, vermiculite coarse aggregate and cement, soil it is cementing made of a kind of object
Reason is piled up, and a small amount of fine aggregate is contained in coarse aggregate.
9. a kind of rock matter adverse slope vegetation establishment method according to claim 8, it is characterised in that: specific in the step 4
Operation are as follows: the haydite vermiculite concrete layer (4) presses the composition ratio of 100:6:10:5 using sandy soil, vermiculite, haydite, cement
The porous concrete for plant growth mixed, takes root growth for vegetation and provides condition.
10. a kind of rock matter adverse slope vegetation establishment method according to claim 3, it is characterised in that: fallen in the step 4
When grade of side slope≤60 ° on slope surface, the spacing of anchor pole (1) is 2.5m；When grade of side slope≤75 °, anchor pole (1) spacing is 2m,
When grade of side slope >=75 °, holdfast spacing is 1.5m.
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| CN201910049268.7A CN109566248B (en) | 2019-01-18 | 2019-01-18 | Method for planting rocky slope vegetation |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910049268.7A CN109566248B (en) | 2019-01-18 | 2019-01-18 | Method for planting rocky slope vegetation |
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| CN109566248B CN109566248B (en) | 2021-07-27 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110698222A (en) * | 2019-11-13 | 2020-01-17 | 华南理工大学 | Composite vegetation concrete for ecological protection of stone slope and preparation method thereof |
| CN110777820A (en) * | 2019-11-13 | 2020-02-11 | 魏路平 | Construction method for performing ecological protection on stone slope by adopting composite vegetation concrete |
| CN111074912A (en) * | 2019-12-16 | 2020-04-28 | 北京建筑大学 | Composite structure for vegetation restoration and taking porous concrete as foundation layer |
| CN112609715A (en) * | 2020-12-31 | 2021-04-06 | 大连地拓环境科技有限公司 | Rock slope-falling spray-seeding repairing method |
| CN113774930A (en) * | 2021-08-25 | 2021-12-10 | 三峡大学 | Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof |
| CN114521439A (en) * | 2022-02-25 | 2022-05-24 | 内蒙古和润环境工程有限公司 | Method for repairing ecology of rock mass with large inclination angle and high steep slope by utilizing RFP (radio frequency power) member |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1714616A (en) * | 2005-08-16 | 2006-01-04 | 北京林枫园林绿化工程有限公司 | Recovering technology for VRT base plate reparing and plastisizing vegitation |
| CN105113518A (en) * | 2015-08-20 | 2015-12-02 | 三峡大学 | Construction method for ecological slope protecting base material by arranging slot pits in slope surface |
| CN106284376A (en) * | 2016-07-29 | 2017-01-04 | 中国科学院武汉植物园 | The ecological restoring method of rock side slope |
| CN107251729A (en) * | 2017-05-16 | 2017-10-17 | 江苏绿岩生态技术股份有限公司 | A kind of class loam matrix for side slope is sowed grass seeds by duster construction method |
| CN107675716A (en) * | 2017-11-07 | 2018-02-09 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of contamination type side slope and method with pollution barrier and ecological afforestation |
| CN108035363A (en) * | 2017-12-27 | 2018-05-15 | 北京东方园林环境股份有限公司 | A kind of side slope ecological renovation method of breakage mountain body |
| CN108101452A (en) * | 2017-12-20 | 2018-06-01 | 重庆交通大学 | The vegetation form cellular concrete of suitable for plant growth |
| CN207498968U (en) * | 2017-11-02 | 2018-06-15 | 昆明公路局机械化养护和应急中心 | A kind of environment protection ecological type highway slope protection structure |
| CN108625381A (en) * | 2018-06-05 | 2018-10-09 | 康莱德国际环保植被（北京）有限公司 | High-steep slope protection administering method and safeguard structure |
| CN208266891U (en) * | 2018-04-18 | 2018-12-21 | 浙江宁波甬台温高速公路有限公司 | A kind of marine environment high gradient slope greening safeguard structure |
-
2019
- 2019-01-18 CN CN201910049268.7A patent/CN109566248B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1714616A (en) * | 2005-08-16 | 2006-01-04 | 北京林枫园林绿化工程有限公司 | Recovering technology for VRT base plate reparing and plastisizing vegitation |
| CN105113518A (en) * | 2015-08-20 | 2015-12-02 | 三峡大学 | Construction method for ecological slope protecting base material by arranging slot pits in slope surface |
| CN106284376A (en) * | 2016-07-29 | 2017-01-04 | 中国科学院武汉植物园 | The ecological restoring method of rock side slope |
| CN107251729A (en) * | 2017-05-16 | 2017-10-17 | 江苏绿岩生态技术股份有限公司 | A kind of class loam matrix for side slope is sowed grass seeds by duster construction method |
| CN207498968U (en) * | 2017-11-02 | 2018-06-15 | 昆明公路局机械化养护和应急中心 | A kind of environment protection ecological type highway slope protection structure |
| CN107675716A (en) * | 2017-11-07 | 2018-02-09 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of contamination type side slope and method with pollution barrier and ecological afforestation |
| CN108101452A (en) * | 2017-12-20 | 2018-06-01 | 重庆交通大学 | The vegetation form cellular concrete of suitable for plant growth |
| CN108035363A (en) * | 2017-12-27 | 2018-05-15 | 北京东方园林环境股份有限公司 | A kind of side slope ecological renovation method of breakage mountain body |
| CN208266891U (en) * | 2018-04-18 | 2018-12-21 | 浙江宁波甬台温高速公路有限公司 | A kind of marine environment high gradient slope greening safeguard structure |
| CN108625381A (en) * | 2018-06-05 | 2018-10-09 | 康莱德国际环保植被（北京）有限公司 | High-steep slope protection administering method and safeguard structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110698222A (en) * | 2019-11-13 | 2020-01-17 | 华南理工大学 | Composite vegetation concrete for ecological protection of stone slope and preparation method thereof |
| CN110777820A (en) * | 2019-11-13 | 2020-02-11 | 魏路平 | Construction method for performing ecological protection on stone slope by adopting composite vegetation concrete |
| CN110698222B (en) * | 2019-11-13 | 2021-11-12 | 华南理工大学 | Composite vegetation concrete for ecological protection of stone slope and preparation method thereof |
| CN110777820B (en) * | 2019-11-13 | 2021-12-28 | 魏路平 | Construction method for performing ecological protection on stone slope by adopting composite vegetation concrete |
| CN111074912A (en) * | 2019-12-16 | 2020-04-28 | 北京建筑大学 | Composite structure for vegetation restoration and taking porous concrete as foundation layer |
| CN112609715A (en) * | 2020-12-31 | 2021-04-06 | 大连地拓环境科技有限公司 | Rock slope-falling spray-seeding repairing method |
| CN113774930A (en) * | 2021-08-25 | 2021-12-10 | 三峡大学 | Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof |
| CN114521439A (en) * | 2022-02-25 | 2022-05-24 | 内蒙古和润环境工程有限公司 | Method for repairing ecology of rock mass with large inclination angle and high steep slope by utilizing RFP (radio frequency power) member |
| CN114521439B (en) * | 2022-02-25 | 2023-02-07 | 内蒙古和润环境工程有限公司 | Method for repairing ecology of rock mass with large inclination angle and high steep slope by utilizing RFP (radio frequency power) member |
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