CN107675716A - Pollution type side slope with pollution blocking and ecological greening functions and method - Google Patents
Pollution type side slope with pollution blocking and ecological greening functions and method Download PDFInfo
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- CN107675716A CN107675716A CN201711085990.3A CN201711085990A CN107675716A CN 107675716 A CN107675716 A CN 107675716A CN 201711085990 A CN201711085990 A CN 201711085990A CN 107675716 A CN107675716 A CN 107675716A
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- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000000903 blocking effect Effects 0.000 title abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 239000004567 concrete Substances 0.000 claims description 71
- 238000011109 contamination Methods 0.000 claims description 68
- 230000004888 barrier function Effects 0.000 claims description 25
- 239000000463 material Substances 0.000 claims description 10
- 239000002689 soil Substances 0.000 claims description 10
- 238000002203 pretreatment Methods 0.000 claims description 7
- 239000007921 spray Substances 0.000 claims description 7
- 230000006872 improvement Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 238000005553 drilling Methods 0.000 claims description 4
- 239000000428 dust Substances 0.000 claims description 4
- 238000007667 floating Methods 0.000 claims description 4
- 239000011368 organic material Substances 0.000 claims description 4
- 239000010981 turquoise Substances 0.000 claims description 4
- 235000013311 vegetables Nutrition 0.000 claims description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims 1
- 239000003245 coal Substances 0.000 abstract description 3
- 229910052751 metal Inorganic materials 0.000 abstract description 2
- 239000002184 metal Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 229920001903 high density polyethylene Polymers 0.000 description 3
- 239000004700 high-density polyethylene Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 239000004927 clay Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 231100000614 poison Toxicity 0.000 description 2
- 230000007096 poisonous effect Effects 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000003570 air Substances 0.000 description 1
- 229910052785 arsenic Inorganic materials 0.000 description 1
- RQNWIZPPADIBDY-UHFFFAOYSA-N arsenic atom Chemical compound [As] RQNWIZPPADIBDY-UHFFFAOYSA-N 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011026 diafiltration Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 230000035784 germination Effects 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- QSHDDOUJBYECFT-UHFFFAOYSA-N mercury Chemical compound [Hg] QSHDDOUJBYECFT-UHFFFAOYSA-N 0.000 description 1
- 229910052753 mercury Inorganic materials 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 229910052716 thallium Inorganic materials 0.000 description 1
- BKVIYDNLLOSFOA-UHFFFAOYSA-N thallium Chemical compound [Tl] BKVIYDNLLOSFOA-UHFFFAOYSA-N 0.000 description 1
- 230000001988 toxicity Effects 0.000 description 1
- 231100000419 toxicity Toxicity 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- 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
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/004—Sealing liners
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Revetment (AREA)
Abstract
The invention discloses a pollution type side slope with pollution blocking and ecological greening functions and a method, wherein the pollution type side slope comprises a pollution type side slope, a suture line, a longitudinal support rope, a steel rope anchor rod and a transverse support rope; the longitudinal supporting ropes and the transverse supporting ropes are laid transversely and longitudinally, and the longitudinal supporting ropes and the transverse supporting ropes are connected through steel rope anchor rods to form a safety protection frame, so that the leveled pollution type side slope is divided into a plurality of treatment areas; a pollution blocking layer, a greening layer, a supporting layer and a steel rope net are sequentially paved on each treatment area; the steel rope net is fixed on the safety protection frame through a suture. The invention can green the pollution type side slope and remold the ecosystem at the same time of treating the pollution type side slope, and is suitable for the pollution type side slope of metal mines, open coal mines and the like and other types of side slopes with higher seepage-proofing requirements.
Description
Technical field
The present invention relates to a kind of contamination type side slope and method with pollution barrier and ecological afforestation, belong to environmental project and set
Technical field is counted, suitable for the harnessing project of various contamination type side slopes.
Background technology
In recent years, the Artificial Side-slope of the formation such as mining obtains due to easily sending out geological disaster, easily polluting surrounding enviroment etc.
Relatively broad concern, scholar, engineers and technicians propose various solution methods one after another.
Currently, slope treatment technology mainly pass through engineering means, plays pre- landslide-proofing, improves side slope safety deposit and surely
For the purpose of qualitative.Existing the type slope treatment technology mainly has back-pressure improvement, i.e., uses mining area barren rock etc. in side slope bottom
The earth-retaining dam that material builds a certain height carries out slope retaining；Supporting is administered, i.e., with friction pile and pre-stress anti-slide pile
Slope retaining is carried out alone or in combination；Spray the Treatment process such as concrete protection, the reinforcing of anchor pole reinforced concrete wall.Slope seepage control processing simultaneously
It is to lift side slope safety performance, an important measure of pre- landslide-proofing, conventional slope seepage control Treatment process mainly has clay to prevent
Ooze, HDPE geomembrane anti-seepages, concrete anti-seepage.And clay core and HDPE geomembrane anti-seepages are not suitable for high gradient slope, and it is viscous
Native antiseepage needs to consume large amount of land resources and digging, transportation power sources, HDPE geomembrane service lives are restricted, easily caused
Secondary pollution；Concrete anti-seepage technology improves the safety and stability performance of side slope in Reinforcement Works of Rock Slopes practice, but does not have
To corresponding ecological management function, especially for dirts such as heavy metal mine, the open coal mines for easily causing surrounding enviroment pollution
Dye type side slope, the geological security stability for only considering side slope is far from being enough.Contamination type side slope rain drop erosion, diafiltration,
Under the effects such as wind erosion, oxidation, easily produce poisonous and harmful substance and enter in periphery water, air, soil environment, and then pass through food
The modes such as chain influence health, therefore for environmentally friendly purpose, carry out pollution control to contamination type side slope and seem of crucial importance.This
Outside, in slope treatment, slope ecological greening and an important project content.Greening side slope Technology application is more wide at present
General is plant cover concrete side slope protection afforestation project technology.While greening side slope technology remolds slope ecological system, also increase
The visual sense of beauty of side slope is added.But in plant cover concrete side slope protection afforestation project Technology application, due to the peace of plant cover concrete
Total stability is poor, therefore is only used for rock type side slope, and not strong for the applicability containing the more side slope of soil, rubble.
At present, slope treatment research and practical engineering measure are more, but the specific aim improvement for contamination type side slope is ground
Study carefully it is less, it is little for slope seepage control and isolation side slope contamination, cause the poisonous and harmful substance of contamination type side slope can be with
The modes such as percolate enter surrounding enviroment, in addition, greening side slope is also engineering measure common in slope treatment, but simple
Greening technique applicability is not strong, and does not have pollution control and the integrated comprehensive study of ecological afforestation effect, therefore studies a kind of
Contamination type side slope with pollution barrier and ecological afforestation is with important practicality and theory significance.
The content of the invention
In order to solve the above technical problems, the invention provides a kind of contamination type side slope with pollution barrier and ecological afforestation
And method, the improvement work(of contamination type side slope should have both been can guarantee that with the contamination type side slope and method of pollution barrier and ecological afforestation
Can, and can carries out ecological afforestation to contamination type side slope, with overcome the deficiencies in the prior art.
The present invention is achieved by the following technical programs.
A kind of contamination type side slope with pollution barrier and ecological afforestation provided by the invention, including contamination type side slope, seam
Zygonema, longitudinal bracing rope, wire rope anchor and cross-brace rope；The longitudinal bracing rope and cross-brace rope carry out transverse and longitudinal laying,
Connected between longitudinal bracing rope and cross-brace rope by wire rope anchor, form safety protection frame, the contamination type side after smooth
Slope is divided into several and administers region；Each administer on region is equipped with pollution barrier layer, green layer, branch sheath and steel successively
Netting；The steel rope net is fixed on safety protection frame by suture.
The pollution barrier layer is high intensity impervious concrete layer, and green layer is plant cover concrete layer, is moved based on branch sheath
Protection network and anchor pole.
The active protecting net is on plant cover concrete layer, and anchor pole is connected with active protecting net, in plant cover concrete layer
In be embedded with vegetation seed.
The anchor pole uniformly, the equidistant active defense that is distributed in it is online, and through contamination type side slope, high intensity antiseepage coagulation
Soil layer, plant cover concrete layer, are fixed in contamination type side slope.
The high intensity impervious concrete layer, plant cover concrete layer, the length of active protecting net are more than contamination type side slope
Length.
The length of the safety protection frame and high intensity impervious concrete layer, plant cover concrete layer, the length of active protecting net
Spend equal.
The plant cover concrete layer is by planting soil, cement, habitat base material organic material, habitat base material modifying agent, vegetable seeds
Mix and form with water, high intensity impervious concrete layer uses high intensity antiseepage mortar or antiseepage film.
Based on a kind of contamination type side slope method with pollution barrier and ecological afforestation；Comprise the following steps：
1. plan contamination type side slope：Pre-treatment job is carried out to contamination type side slope surface；
2. Build Security protective frame：Longitudinal bracing rope and cross-brace rope are carried out into transverse and longitudinal to be laid in contamination type side slope,
Connected between longitudinal bracing rope and cross-brace rope by wire rope anchor；
3. anchor pole is installed：Using electric hammer, vertical domatic drilling is carried out in contamination type side slope, anchor pole is installed；
4. poured：Pour high intensity impervious concrete layer and plant cover concrete layer successively in contamination type side slope, and
Lay active protecting net, vegetation and steel rope net successively on plant cover concrete layer；
5. it is fixed：Steel rope net is fixed on safety protection frame by suture.
The step 1. in pre-treatment job to remove turquoise, surface dust and floating root, and on counter-slope or larger depression slope
Face is taken and cuts slope, spray mixes, whitewashes or grouted the block mode of filling and handled.
The step 4. in, after pouring the solidification of high intensity impervious concrete layer, after carrying out first basic unit to plant cover concrete layer
Top layer pours mode.
The beneficial effects of the present invention are：Contamination type side slope can be afforested while pollution administration type side slope,
The ecosystem is remolded, higher other types are required suitable for the contamination type such as metal mine, open coal mine side slope and to antiseepage
Side slope, there is advantages below：
1. laying high intensity impervious concrete layer in smooth contamination type side slope, the pollution of contamination type side slope can be obstructed
Thing, prevent pollutant from entering surrounding enviroment generation environment risk, especially for larger heavy metal-polluted of the toxicity such as thallium, arsenic, mercury
The improvement high practicability and necessity of dye type side slope, in addition the antiseepage effect of high intensity impervious concrete can prevent extraneous water
Point, the surrounding medium such as air penetrate into side slope layer, prevent external environment medium and the pollutant of contamination type side slope from contacting, further serve as
To good pollution iris action；
2. on high intensity impervious concrete, one layer of laying is by planting soil, cement, habitat base material organic material, habitat base
The plant cover concrete that material modifying agent, vegetable seeds and water mix, vegetation is grown after maintenance, and the ecosystem is able to
Breed；
3. branch sheath has been mainly the active protecting net of support action, anchor pole gos deep into contamination type side slope nexine, is mixed in vegetation
Outer fixed all kinds of flexible nets based on wire rope net as node using anchor pole of solidifying soil layer is covered on concrete, and high intensity is prevented
Ooze concrete layer and plant cover concrete layer forms reinforcement effect, prevent the governing system avalanche, ensure contamination type so as to can reach
Side slope safety stability purpose, in addition protection network can also improve rock-climbing vegetation rock-climbing speed and afforestation effect, shorten ecology it is extensive
The multiple cycle.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation of safety protection frame of the present invention；
In figure：1- contamination type side slopes, 2- high intensity impervious concrete layers, 3- plant cover concrete layers, 4- active protecting nets, 5-
Anchor pole, 6- vegetation, 7- sutures, 8- steel rope nets, 9- longitudinal bracing ropes, 10- wire rope anchors, 11- cross-brace ropes.
Embodiment
Be described further below technical scheme, but claimed scope be not limited to it is described.
As depicted in figs. 1 and 2, a kind of contamination type side slope with pollution barrier and ecological afforestation, including contamination type side slope
1st, suture 7, longitudinal bracing rope 9, wire rope anchor 10 and cross-brace rope 11；The longitudinal bracing rope 9 and cross-brace rope 11
Transverse and longitudinal laying is carried out, is connected between longitudinal bracing rope 9 and cross-brace rope 11 by wire rope anchor 10, forms safety protection frame,
Contamination type side slope 1 after smooth is divided for several improvement regions；Each administer on region is equipped with pollution barrier successively
Layer, green layer, branch sheath and steel rope net 8；The steel rope net 8 is fixed on safety protection frame by suture 7.
The pollution barrier layer is high intensity impervious concrete layer 2, and green layer is plant cover concrete layer 3, and branch sheath is
The active protecting net 4 and anchor pole 5 of support action.
The active protecting net 4 is on plant cover concrete layer 3, and anchor pole 5 is connected with active protecting net 4, in vegetation coagulation
Vegetation seed is embedded with soil layer 3, when germination growth, vegetation 6 is generated, is covered in plant cover concrete layer 3 and active protecting net 4
On.
The anchor pole 5 uniformly, it is equidistant be distributed on active protecting net 4, and through contamination type side slope 1, high intensity antiseepage
Concrete layer 2, plant cover concrete layer 3, are fixed in contamination type side slope 1.
The high intensity impervious concrete layer 2, plant cover concrete layer 3, the length of active protecting net 4 are more than contamination type side slope
1 length；The length of the safety protection frame and high intensity impervious concrete layer 2, plant cover concrete layer 3, active protecting net 4
Equal length, contamination type side slope 1 can effectively be covered.
The plant cover concrete layer 3 is by planting soil, cement, habitat base material organic material, habitat base material modifying agent, vegetable seeds
Mix and form with water, vegetation is grown after maintenance, breeds the ecosystem, and high intensity impervious concrete layer 2 uses high intensity
Antiseepage mortar or antiseepage film.
Based on a kind of contamination type side slope method with pollution barrier and ecological afforestation；Comprise the following steps：
1. plan contamination type side slope 1：Pre-treatment job is carried out to the surface of contamination type side slope 1；
2. Build Security protective frame：Longitudinal bracing rope 9 and cross-brace rope 11 are subjected to transverse and longitudinal and are laid on contamination type side slope 1
On, connected between longitudinal bracing rope 9 and cross-brace rope 11 by wire rope anchor 10；
3. anchor pole 5 is installed：Using electric hammer, vertical domatic drilling is carried out in contamination type side slope 1, anchor pole 5 is installed；
4. poured：Pour high intensity impervious concrete layer 2 and plant cover concrete layer successively in contamination type side slope 1
3, and lay active protecting net 4 and steel rope net 8 successively on plant cover concrete layer 3；
5. it is fixed：Steel rope net 8 is fixed on safety protection frame by suture 7.
The step 1. in pre-treatment job to remove turquoise, surface dust and floating root, and on counter-slope or larger depression slope
Face is taken and cuts slope, spray mixes, whitewashes or grouted the block mode of filling and handled.
The step 4. in, pour high intensity impervious concrete layer 2 solidify after, first basic unit is carried out to plant cover concrete layer 3
Top layer pours mode afterwards.
Embodiment 1
As described above, the surface of contamination type side slope 1 first is carried out into pre-treatment job by planning, turquoise, surface dust, floating root etc. are removed
, such as there is counter-slope in loose material or larger depression is domatic, preferably takes and cuts slope or spray is mixed or whitewashing or grouts block and the mode such as fills
Processing, the then domatic drilling using electric hammer perpendicular to contamination type side slope 1, the anchor pole 5 of active protecting net 4 is installed, hit with anchor pole 5
Stably it is defined after entering slopes, then pours certain thickness high intensity impervious concrete layer 2 from top to bottom by design requirement, is treated high-strength
After spending the solidification of impervious concrete layer 2, you can carry out plant cover concrete layer 3 and spray plant construction, spray when planting from top to bottom, after first basic unit
Top layer is carried out, and active protecting net 4 is finally laid on plant cover concrete layer 3, and active protecting net 4 is mainly made up of wire rope net,
Active protecting net 4 is pushed up from plant cover concrete layer 3 and from top to bottom laid.
Embodiment 2
As described above, in the work progress of high intensity impervious concrete layer 2, it is different according to grade of side slope, pollution antiseepage grade,
Anchor pole 5 is set up in high intensity impervious concrete layer 2 or strengthens the measure of active protecting net 4, remaining construction procedure and embodiment 1 one
Cause.
Claims (10)
1. a kind of contamination type side slope with pollution barrier and ecological afforestation, including contamination type side slope (1), suture (7), longitudinal direction
Supporting rope (9), wire rope anchor (10) and cross-brace rope (11), it is characterised in that：The longitudinal bracing rope (9) and cross-brace
Rope (11) carries out transverse and longitudinal laying, passes through wire rope anchor (10) between longitudinal bracing rope (9) and cross-brace rope (11) and connects, forms
Safety protection frame, the contamination type side slope (1) after smooth is divided into several improvement regions；Each administer on region spreads successively
Provided with pollution barrier layer, green layer, branch sheath and steel rope net (8)；The steel rope net (8) is fixed on safety by suture (7)
In protective frame.
2. the contamination type side slope with pollution barrier and ecological afforestation as claimed in claim 1, it is characterised in that：The pollution
Barrier layer is high intensity impervious concrete layer (2), and green layer is plant cover concrete layer (3), moved based on branch sheath protection network (4) and
Anchor pole (5).
3. the contamination type side slope with pollution barrier and ecological afforestation as claimed in claim 2, it is characterised in that：The active
Protection network (4) is on plant cover concrete layer (3), and anchor pole (5) is connected with active protecting net (4), in plant cover concrete layer (3)
It is embedded with vegetation seed.
4. the contamination type side slope with pollution barrier and ecological afforestation as claimed in claim 3, it is characterised in that：The anchor pole
(5) it is evenly distributed on active protecting net (4), and is mixed through contamination type side slope (1), high intensity impervious concrete layer (2), vegetation
Solidifying soil layer (3), is fixed in contamination type side slope (1).
5. the contamination type side slope with pollution barrier and ecological afforestation as claimed in claim 1, it is characterised in that：It is described high-strength
Spend the length that impervious concrete layer (2), plant cover concrete layer (3), the length of active protecting net (4) are more than contamination type side slope (1).
6. the contamination type side slope with pollution barrier and ecological afforestation as claimed in claim 1, it is characterised in that：The safety
The length of protective frame and high intensity impervious concrete layer (2), plant cover concrete layer (3), the equal length of active protecting net (4).
7. the contamination type side slope with pollution barrier and ecological afforestation as claimed in claim 1, it is characterised in that：The vegetation
Concrete layer (3) is made up of the mixing of planting soil, cement, habitat base material organic material, habitat base material modifying agent, vegetable seeds and water,
High intensity impervious concrete layer (2) uses high intensity antiseepage mortar or antiseepage film.
A kind of 8. contamination type side slope method with pollution barrier and ecological afforestation, it is characterised in that：Comprise the following steps：
1. plan contamination type side slope (1)：Pre-treatment job is carried out to contamination type side slope (1) surface；
2. Build Security protective frame：Longitudinal bracing rope (9) and cross-brace rope (11) are subjected to transverse and longitudinal and are laid on contamination type side slope
(1) on, connected between longitudinal bracing rope (9) and cross-brace rope (11) by wire rope anchor (10)；
3. anchor pole (5) is installed：Using electric hammer, vertical domatic drilling, installation anchor pole (5) are carried out in contamination type side slope (1)；
4. poured：Pour high intensity impervious concrete layer (2) and plant cover concrete layer successively in contamination type side slope (1)
(3) active protecting net (4) and steel rope net (8), and on plant cover concrete layer (3) are laid successively；
5. it is fixed：Steel rope net (8) is fixed on safety protection frame by suture (7).
9. the contamination type side slope method with pollution barrier and ecological afforestation as claimed in claim 8, it is characterised in that：It is described
Step 1. in pre-treatment job to remove turquoise, surface dust and floating root, and cut slope, spray in domatic take of counter-slope or larger depression
The block mode of filling is mixed, whitewashes or grouts to be handled.
10. the contamination type side slope method with pollution barrier and ecological afforestation as claimed in claim 8, it is characterised in that：Institute
In stating step 4., after pouring high intensity impervious concrete layer (2) solidification, top layer after first basic unit is carried out to plant cover concrete layer (3)
Pour mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711085990.3A CN107675716A (en) | 2017-11-07 | 2017-11-07 | Pollution type side slope with pollution blocking and ecological greening functions and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711085990.3A CN107675716A (en) | 2017-11-07 | 2017-11-07 | Pollution type side slope with pollution blocking and ecological greening functions and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107675716A true CN107675716A (en) | 2018-02-09 |
Family
ID=61146703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711085990.3A Withdrawn CN107675716A (en) | 2017-11-07 | 2017-11-07 | Pollution type side slope with pollution blocking and ecological greening functions and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107675716A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505302A (en) * | 2019-01-08 | 2019-03-22 | 贵州大学 | A kind of high precipitous rock slope vegetation type ecological bag fixer |
| CN109566248A (en) * | 2019-01-18 | 2019-04-05 | 三峡大学 | A kind of rock matter adverse slope vegetation establishment method |
| CN111501667A (en) * | 2020-04-27 | 2020-08-07 | 广东中帆建设有限公司 | Ecological slope protection structure for hydraulic engineering |
-
2017
- 2017-11-07 CN CN201711085990.3A patent/CN107675716A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505302A (en) * | 2019-01-08 | 2019-03-22 | 贵州大学 | A kind of high precipitous rock slope vegetation type ecological bag fixer |
| CN109566248A (en) * | 2019-01-18 | 2019-04-05 | 三峡大学 | A kind of rock matter adverse slope vegetation establishment method |
| CN111501667A (en) * | 2020-04-27 | 2020-08-07 | 广东中帆建设有限公司 | Ecological slope protection structure for hydraulic engineering |
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Application publication date: 20180209 |