CN106759395B - A kind of construction method in rock matter pole gradient slope vegetation habitat - Google Patents
A kind of construction method in rock matter pole gradient slope vegetation habitat Download PDFInfo
- Publication number
- CN106759395B CN106759395B CN201611240723.4A CN201611240723A CN106759395B CN 106759395 B CN106759395 B CN 106759395B CN 201611240723 A CN201611240723 A CN 201611240723A CN 106759395 B CN106759395 B CN 106759395B
- Authority
- CN
- China
- Prior art keywords
- slope
- holdfast
- slope surface
- protection substrate
- ecological
- 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.)
- Active
Links
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
-
- 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
-
- 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
Landscapes
- 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)
- Botany (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Abstract
A kind of construction method in rock matter pole gradient slope vegetation habitat is related to slope ecological and repairs field, safe, firm, durable vegetation habitat is constructed by the synergistic effect of the multiple measures such as slope surface cleaning, the installation of stereoscopic graticule grating system, strong corrosion stability ecological slope protection substrate injection, covering curing, solves the restoration of the ecosystem problem of rock matter pole gradient slope.Slope surface cleaning is stable in slope surface for ecological slope protection substrate and provides basic guarantee；Stereoscopic graticule grating system forms the lateral reinforcing layer for blocking and being parallel to slope surface with slope surface oblique using H-shaped rigidity holdfast, flexible gauze and active grid inside ecological slope protection substrate, is stable in slope surface for ecological slope protection substrate and provides cubic network support；Ecological slope protection substrate itself has stronger erosion wear resistance, and rainfall sputter and slope runoff is effectively prevent to corrode；Covering curing is sprouted for mixed plant seed and early growth provides suitable humidity and temperature condition, is conducive to the erosion of raindrop and runoff to ecological slope protection substrate before the non-Cheng Ping of slope plants.
Description
Technical field
The present invention relates to slope ecologicals to repair field, the specially a kind of construction method in rock matter pole gradient slope vegetation habitat.
Background technique
It is currently mostly suitable to build in slope surface injection ecological slope protection substrate for the restoration of the ecosystem of rock matter gradient slope
Vegetation habitat.But when slope surface is extremely steep or even vertical, even if the very strong ecological slope protection substrate of cohesive strength, after a period of time
Meeting a part or whole part falls off, and directly results in vegetation habitat loss.It is of special importance that caducous ecological slope protection substrate there is
Potential geologic hidden peril will seriously jeopardize social safety.Therefore, how on the surface of these rock matter pole gradient slopes peace is constructed
Entirely, the premise and key that firm, durable vegetation habitat becomes as its restoration of the ecosystem.
Summary of the invention
For the deficiency in background technique, the invention proposes a kind of construction method in rock matter pole gradient slope vegetation habitat,
It can construct by the synergistic effect of multiple measure and consolidate durable vegetation habitat, thus the solution rock matter pole put things right once and for all
The restoration of the ecosystem problem of gradient slope.
In order to solve the above-mentioned technical problem, the present invention proposes a kind of following technical scheme: rock matter pole gradient slope vegetation habitat
Construction method, which is characterized in that it including the following steps:
Step 1: slope surface is cleared up；
Step 2: stereoscopic graticule grating system is installed；
Step 3: strong corrosion stability ecological slope protection substrate injection；
Step 4: covering curing.
The effect that slope surface cleaning should reach in the first step is stablized for base, slope surface non-loosening dross, and eliminates
Counter-slope.
The second step stereoscopic graticule grating system is combined and is installed by H-shaped rigidity holdfast, flexible gauze and active grid；
The H-shaped rigidity holdfast has just been tied by a horizontal axis and two side levers, and rigid joint is located at apart from the 1/10 of side lever upper end
Place, horizontal axis are in circular section shape, and diameter 8mm ~ 10mm, long 45mm ~ 50mm, side lever is also in circular section shape, and diameter 8mm ~ 10mm is long
The mm of 550mm ~ 600, lower tip are arranged to epiconus；The flexibility gauze single hole area is not more than 2.25mm2, monolithic mesh sheet
Wide 55mm ~ 60mm, long 1000mm ~ 1200mm；The active grid single hole inscribed circle diameter 50mm ~ 75mm, monolithic mesh sheet
It is long to be not less than 1000mm with wide.
The stereoscopic graticule grating system installation method is the first step, by H-shaped rigidity holdfast by between the mm of 1000mm × 1000
Away from being anchored in side slope, enter rock depth 500mm ~ 800mm, 70 ° ~ 85 ° of angle with upper slope surface, same H-shaped rigidity anchor after anchoring
Two side levers of nail are close to positioned at same level；The one ends wound of flexible gauze short side is fixed on H-shaped rigidity holdfast by second step
The lower part of one side side lever is then leaned at the side lever of nearside along slope surface horizontal spreading to adjacent H-shaped rigidity holdfast therewith, and in the side
The lower part of bar is fastened securely therewith, and so on using flexible gauze by H-shaped rigidity holdfast along slope surface laterally connect two-by-two,
It is formed and is blocked with the lower layer of slope surface oblique；Active grid is spread in the form of being parallel to slope surface and hangs over H-shaped rigidity anchor by third step
On the horizontal axis of nail and lower layer's block；4th step is sequentially connected pair in such a way that second step connects H-shaped rigidity holdfast side lever lower part
The top of H-shaped rigidity holdfast side lever is answered, is formed and is blocked with the upper layer of slope surface oblique.
The strong corrosion stability ecological slope protection substrate is by planting soil, natural organic matter material, cement and green additive for concrete
By dry mass than adding appropriate clean water to form behind ± 2:12 ± 2:6 ± 2 100 ± 5:10 uniformly mixture, bulk density is 1.3 g/cm3
~1.7g/cm3, erosion modulus≤3.0 × 102g/m under the conditions of rainfall intensity 80mm/h2•h；The planting soil pH value be 5.5 ~
8.5, effective total nutrient >=0.2% of nitrogen, phosphorus, potassium, partial size≤8mm, moisture content≤20%；The natural organic matter material pH value is 5.5
~ 8.5, effective total nutrient >=1.5% of nitrogen, phosphorus, potassium, partial size≤8mm, EC value be 0.50 mS/cm ~ 3.0mS/cm, moisture content≤
20%；The cement is 42.5 ordinary portland cements；The clean water is municipal resident's daily life water.
The strong corrosion stability ecological slope protection substrate injection method are as follows: the first step utilizes 9m3~12m3Air compressor machine, concrete spray
It penetrates machine, conveying pipeline etc. and above-mentioned strong corrosion stability ecological slope protection substrate is sprayed into the slope surface installed to stereoscopic graticule grating system, spray
When ensure to be close to slope surface after jetting material passes through active grid, it is intermediate that leaving voids, jet thickness be not complete with stereoscopic graticule grating system
Subject to all standing；Second step utilizes 9m3~12m3Air compressor machine, concrete sprayer, conveying pipeline etc. are in strong corrosion stability ecological slope protection base
Material surface is sowed grass seeds by duster one layer of mixed plant seed.
The covering curing includes the measures such as non-textile mulch and watering irrigation, non-textile mulch time limit 45d ~ 60d, watering
Irrigate time limit 180d ~ 210d.
The method have the advantages that:
It is of the present invention that durable vegetation habitat is consolidated to construct by the synergistic effect of multiple measure, it is mainly reflected in
The following aspects:
1, slope surface cleaning is stable in slope surface for ecological slope protection substrate and provides basic guarantee.
2, the lateral block that flexible gauze is formed inside ecological slope protection substrate is attached to slope surface for ecological slope protection substrate and mentions
Can effectively it prevent under the premise of not obstructing logical ecological slope protection substrate Zhong Shui, heat, air-flow and the growth of plant fibrous root for cross-brace
The only downslide and loss of substrate soil.
3, the Netted valve blade layer that active grid was formed inside ecological slope protection substrate be parallel to slope surface, is not obstructing life
Under the premise of state slope protection substrate Nei Shui, heat, air-flow be logical and plant root growth, ecological slope protection substrate can be effectively prevent to generate drying shrinkage
And thermal cracking and fall off.
4, ecological slope protection substrate itself has stronger erosion wear resistance and stability, can effectively prevent rainfall sputter and slope surface
Runoff erosion.
5, it is covered with conducive to the erosion of raindrop and runoff to ecological slope protection substrate before the non-Cheng Ping of slope plants.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is the schematic diagram of H-shaped rigidity holdfast.
Fig. 2 is the schematic diagram that flexible gauze is combined with H-shaped rigidity holdfast.
Fig. 3 is the sectional view of side slope part.
Fig. 4 is the front view of stereoscopic graticule grating system.
In figure: 1- side lever, 2- horizontal axis, 3- flexibility gauze, 4-H shape rigidity holdfast, the active grid of 5-, the upper layer 6- block,
7- lower layer block, 8- ecological slope protection substrate, 9- side slope slopes.
Specific embodiment
Embodiments of the present invention are described further with reference to the accompanying drawing.
Embodiment 1:
The construction method in a kind of rock matter pole gradient slope vegetation habitat comprising slope surface cleaning, stereoscopic graticule grating system install, are strong
The injection of corrosion stability ecological slope protection substrate 8, the big step of covering curing four.
Further, the slope surface clears up the effect that should reach: base stablizes, slope surface non-loosening dross, and eliminates
Counter-slope.
Preferably, the stereoscopic graticule grating system is by H-shaped rigidity holdfast 4, flexible gauze 3 and the combination installation of active grid 5
It forms.The H-shaped rigidity holdfast 4 has just been tied by 1 horizontal axis 2 and 2 piece side lever 1, and rigid joint is located at apart from 1 upper end of side lever
1/10 at；Horizontal axis 2 is in circular section shape, diameter 8mm, long 45mm；Side lever 1 also be in circular section shape, diameter 8mm, long 550mm, under
Portion top is arranged to epiconus.The flexibility 3 single hole area of gauze is 2.25mm2, monolithic mesh sheet wide 55mm, long 1000mm.Institute
Active 5 single hole inscribed circle diameter 50mm of grid is stated, the length and width of monolithic mesh sheet are 1200mm.
Preferably, the stereoscopic graticule grating system installation method are as follows: the first step, by H-shaped rigidity holdfast 4 by 1000mm ×
The spacing of 1000mm is anchored in side slope, enters rock depth 500mm, and the angle with upper slope surface is 70 °, same H-shaped rigidity after anchoring
Two side levers 1 of holdfast 4 are close to positioned at same level；It is rigid to be fixed on H-shaped by second step for the one ends wound of flexible 3 short side of gauze
Property 4 one side side lever 1 of holdfast lower part, then along slope surface horizontal spreading to adjacent H-shaped rigidity holdfast 4 therewith lean on nearside side lever 1
Place, and is fastened securely therewith in the lower part of the side lever 1, and so on using flexibility gauze 3 by H-shaped rigidity holdfast 4 along slope
Face laterally connects two-by-two, lower layer's block 7 of formation and slope surface oblique；Active grid 5 is parallel to the shape of slope surface by third step
Formula paving hangs on the horizontal axis 2 and lower layer's block 7 of H-shaped rigidity holdfast 4；4th step connects 4 side of H-shaped rigidity holdfast using second step
The mode of 1 lower part of bar is sequentially connected the top of corresponding 4 side lever 1 of H-shaped rigidity holdfast, is formed and the upper layer of slope surface oblique block 6.
Preferably, the strong corrosion stability ecological slope protection substrate 8 is green by planting soil, natural organic matter material, cement and concrete
Change additive by adding appropriate clean water to form after the uniform mixture of dry mass ratio 100:10:12:6, bulk density is 1.3 g/cm3,
Ask erosion modulus≤3.0 × 10 under the conditions of rainfall intensity 80mm/h2g/m2•h；The planting soil pH value is 6.5, nitrogen, phosphorus, potassium
Effective total nutrient is 0.3%, partial size≤8mm, moisture content 15%；The natural organic matter material pH value is 6.0, and nitrogen, phosphorus, potassium are effective
Total nutrient is 2.0%, partial size≤8mm, and EC value is 0.50 mS/cm, moisture content 20%；The cement is 42.5 normal silicate water
Mud；The green additive for concrete is the patented product patent No. announced: ZL01138343.7；The clean water is municipal administration
Resident's daily life water.
Further, strong 8 injection method of corrosion stability ecological slope protection substrate are as follows: the first step utilizes 9m3Air compressor machine mixes
The slope that solidifying soil spraying machine, conveying pipeline etc. install the above-mentioned strong injection of corrosion stability ecological slope protection substrate 8 to stereoscopic graticule grating system
Face, when injection, ensure to be close to slope surface after jetting material passes through active grid 5, and intermediate not leaving voids, jet thickness is with stereoscopic graticule
Subject to grating system is completely covered；Second step utilizes 9m3Air compressor machine, concrete sprayer, conveying pipeline etc. are protected in strong corrosion stability ecology
Substrate 8 surface in slope is sowed grass seeds by duster one layer of mixed plant seed.
Further, the covering curing includes the measures such as non-textile mulch and watering irrigation, non-textile mulch time limit
Time limit 180d is irrigated in 45d, watering.
Embodiment 2:
The construction method in a kind of rock matter pole gradient slope vegetation habitat comprising slope surface cleaning, stereoscopic graticule grating system install, are strong
The injection of corrosion stability ecological slope protection substrate 8, the big step of covering curing 4.
Further, the slope surface clears up the effect that should reach: base stablizes, slope surface non-loosening dross, and eliminates
Counter-slope.
Preferably, the stereoscopic graticule grating system is by H-shaped rigidity holdfast 4, flexible gauze 3 and the combination installation of active grid 5
It forms.The H-shaped rigidity holdfast 4 has just been tied by a horizontal axis 2 and two side levers 1, and rigid joint is located to be pushed up apart from 1 top of side lever
At the 1/10 of end；Horizontal axis 2 is in circular section shape, diameter 10mm, long 50mm；Side lever 1 is also in circular section shape, diameter 10mm, length 600
Mm, lower tip are arranged to epiconus.The flexibility 3 single hole area of gauze is 2.0mm2, the wide 60mm of monolithic mesh sheet, length
1200mm.The 5 single hole inscribed circle diameter 75mm of active grid, the length and width of monolithic mesh sheet are 1200mm.
Preferably, the stereoscopic graticule grating system installation method are as follows: H-shaped rigidity holdfast 4 is pressed 1000mm × 1000 by the first step
The spacing of mm is anchored in side slope, enters rock depth 800mm, and the angle with upper slope surface is 85 °, same H-shaped rigidity holdfast 4 after anchoring
Two side levers 1 close to be located at same level；The one ends wound of flexible 3 short side of gauze is fixed on H-shaped rigidity holdfast by second step
The lower part of 4 one side side levers 1 is then leaned on along slope surface horizontal spreading to adjacent H-shaped rigidity holdfast 4 therewith at the side lever 1 of nearside, and
The lower part of the side lever 1 is fastened securely therewith, and so on using flexible gauze 3 by H-shaped rigidity holdfast 4 along slope surface laterally two
Two connections, lower layer's block 7 of formation and slope surface oblique；Active grid 5 is spread in the form of being parallel to slope surface and is hung over by third step
On the horizontal axis 2 of H-shaped rigidity holdfast 4 and lower layer's block 7；4th step, using second step connection 4 side lever of H-shaped rigidity holdfast, 1 lower part
Mode is sequentially connected the top of corresponding 4 side lever 1 of H-shaped rigidity holdfast, is formed and the upper layer of slope surface oblique block 6.
Preferably, the strong corrosion stability ecological slope protection substrate 8 is green by planting soil, natural organic matter material, cement and concrete
Change additive by adding appropriate clean water to form after the uniform mixture of dry mass ratio 95:8:10:4, bulk density is 1.4 g/cm3, it is desirable that
Erosion modulus≤3.0 × 10 under the conditions of rainfall intensity 80mm/h2g/m2•h；The planting soil pH value is 7.0, and nitrogen, phosphorus, potassium have
Imitate total nutrient 0.2%, partial size≤8mm, moisture content 18%；The natural organic matter material pH value is 7.5, and nitrogen, phosphorus, potassium are effectively always supported
Divide 2.5%, partial size≤8mm, EC value is 2.0mS/cm, moisture content 15%；The cement is 42.5 ordinary portland cements；It is described
Green additive for concrete is the patented product patent No. announced: ZL01138343.7；The clean water is municipal resident day
Normal domestic water.
Further, strong 8 injection method of corrosion stability ecological slope protection substrate are as follows: the first step utilizes 12m3Air compressor machine mixes
The slope that solidifying soil spraying machine, conveying pipeline etc. install the above-mentioned strong injection of corrosion stability ecological slope protection substrate 8 to stereoscopic graticule grating system
Face, when injection, ensure to be close to slope surface after jetting material passes through active grid 5, and intermediate not leaving voids, jet thickness is with stereoscopic graticule
Subject to grating system is completely covered；Second step utilizes 12m3Air compressor machine, concrete sprayer, conveying pipeline etc. are in strong corrosion stability ecology
8 surface of slope protection substrate is sowed grass seeds by duster one layer of mixed plant seed.
Further, the covering curing includes the measures such as non-textile mulch and watering irrigation, non-textile mulch time limit
Time limit 210d is irrigated in 60d, watering.
Through the above description, those skilled in the art completely can be in the model without departing from this invention technical idea
In enclosing, various changes and amendments are carried out all within protection scope of the present invention.Unaccomplished matter of the invention, belongs to ability
The common knowledge of field technique personnel.
Claims (3)
1. a kind of construction method in rock matter pole gradient slope vegetation habitat, which is characterized in that it including the following steps:
Step 1: slope surface is cleared up；
Step 2: stereoscopic graticule grating system is installed；
Step 3: strong corrosion stability ecological slope protection substrate injection；
Step 4: covering curing；
The effect that slope surface cleaning should reach in the first step is stablized for base, slope surface non-loosening dross, and eliminates counter-slope；
The second step stereoscopic graticule grating system is combined and is installed by H-shaped rigidity holdfast, flexible gauze and active grid；It is described
H-shaped rigidity holdfast has just been tied by a horizontal axis and two side levers, and rigid joint is located at the 1/10 of side lever upper end, horizontal
Axis is in circular section shape, and diameter 8mm ~ 10mm, long 45mm ~ 50mm, side lever is also in circular section shape, diameter 8mm ~ 10mm, long 550mm
~ 600mm, lower tip are arranged to epiconus；The flexibility gauze single hole area is not more than 2.25mm2, the wide 55mm of monolithic mesh sheet
~ 60mm, long 1000mm ~ 1200mm；The active grid single hole inscribed circle diameter 50mm ~ 75mm, the length and width of monolithic mesh sheet
It is not less than 1000 mm；
The strong corrosion stability ecological slope protection substrate is by planting soil, natural organic matter material, cement and green additive for concrete by dry
After the uniform mixture in ± 2:12 ± 2:6 ± 2 100 ± 5:10 of mass ratio plus appropriate clean water forms, and bulk density is 1.3 g/cm3~
1.7g/cm3, erosion modulus≤3.0 × 102g/m under the conditions of rainfall intensity 80mm/h2•h；The planting soil pH value be 5.5 ~
8.5, effective total nutrient >=0.2% of nitrogen, phosphorus, potassium, partial size≤8mm, moisture content≤20%；The natural organic matter material pH value is 5.5
~ 8.5, effective total nutrient >=1.5% of nitrogen, phosphorus, potassium, partial size≤8mm, EC value be 0.50 mS/cm ~ 3.0mS/cm, moisture content≤
20%；The cement is 42.5 ordinary portland cements；The clean water is municipal resident's daily life water；
The stereoscopic graticule grating system installation method is the first step, and H-shaped rigidity holdfast is anchored by the spacing of 1000mm × 1000mm
In side slope, enter rock depth 500mm ~ 800mm, 70 ° ~ 85 ° of angle with upper slope surface, the two of same H-shaped rigidity holdfast after anchoring
Side lever is close to positioned at same level；The one ends wound of flexible gauze short side is fixed on one avris of H-shaped rigidity holdfast by second step
The lower part of bar is then leaned at the side lever of nearside along slope surface horizontal spreading to adjacent H-shaped rigidity holdfast therewith, and under the side lever
Portion is fastened securely therewith, and so on using flexible gauze by H-shaped rigidity holdfast along slope surface laterally connect two-by-two, formed with
The lower layer of slope surface oblique blocks；Active grid is spread the cross for hanging over H-shaped rigidity holdfast by third step in the form of being parallel to slope surface
On axis and lower layer's block；4th step is sequentially connected corresponding H-shaped in such a way that second step connects H-shaped rigidity holdfast side lever lower part
The top of rigid holdfast side lever forms and blocks with the upper layer of slope surface oblique.
2. a kind of construction method in rock matter pole gradient slope vegetation habitat according to claim 1, it is characterised in that: described strong
Corrosion stability ecological slope protection substrate injection method are as follows: the first step utilizes 9m3~12m3Air compressor machine, concrete sprayer and conveying pipeline will
Above-mentioned strong corrosion stability ecological slope protection substrate sprays the slope surface installed to stereoscopic graticule grating system, and when injection ensures that jetting material passes through
It is close to slope surface after active grid, intermediate not leaving voids, jet thickness is subject to stereoscopic graticule grating system and is completely covered；Second
Step, utilizes 9m3~12m3Air compressor machine, concrete sprayer and conveying pipeline are sowed grass seeds by duster one layer on strong corrosion stability ecological slope protection substrate surface and are mixed
Close vegetable seeds.
3. a kind of construction method in rock matter pole gradient slope vegetation habitat according to claim 1, it is characterised in that: described to cover
It covers and conserves including non-textile mulch and watering irrigation practice, non-textile mulch time limit 45d ~ 60d, the irrigation time limit 180d that sprinkles water ~
210d。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611240723.4A CN106759395B (en) | 2016-12-29 | 2016-12-29 | A kind of construction method in rock matter pole gradient slope vegetation habitat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611240723.4A CN106759395B (en) | 2016-12-29 | 2016-12-29 | A kind of construction method in rock matter pole gradient slope vegetation habitat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106759395A CN106759395A (en) | 2017-05-31 |
| CN106759395B true CN106759395B (en) | 2019-04-30 |
Family
ID=58923407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611240723.4A Active CN106759395B (en) | 2016-12-29 | 2016-12-29 | A kind of construction method in rock matter pole gradient slope vegetation habitat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759395B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108377938B (en) * | 2018-03-02 | 2020-05-12 | 中国环境科学研究院 | Method for constructing Lampetra reiliana habitat |
| CN111074843A (en) * | 2019-12-13 | 2020-04-28 | 东南大学 | Ecological slope protection system for hard riverway side slope and construction method thereof |
| CN113062332A (en) * | 2021-03-30 | 2021-07-02 | 广西北投交通养护科技集团有限公司 | Vegetation concrete ecological slope protection and automatic maintenance method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57180718A (en) * | 1981-04-30 | 1982-11-06 | Daiwa Kogyo Kk | Repairing method for landslide proofing layer |
| JP2004316225A (en) * | 2003-04-16 | 2004-11-11 | Seibu Kensho:Kk | Slope planting method dispensing with substrate |
| CN104878767A (en) * | 2015-05-28 | 2015-09-02 | 杭州江润科技有限公司 | Construction method for carrying out plant-growing concrete and plastic stone combined ecological landscape protection on rocky side slope |
| CN105563056A (en) * | 2015-11-30 | 2016-05-11 | 陕西环珂生物科技有限公司 | Machining method for inner and outer arcs and tooth profile of large chain wheel |
| CN205399441U (en) * | 2016-02-25 | 2016-07-27 | 湖北金源绿通生态环境工程有限公司 | Ecological bank protection cling compound system of vegetation concrete |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1182770C (en) * | 2002-06-14 | 2005-01-05 | 章梦涛 | Mixed planting material for rocky slope and its prepn and construction process |
-
2016
- 2016-12-29 CN CN201611240723.4A patent/CN106759395B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57180718A (en) * | 1981-04-30 | 1982-11-06 | Daiwa Kogyo Kk | Repairing method for landslide proofing layer |
| JP2004316225A (en) * | 2003-04-16 | 2004-11-11 | Seibu Kensho:Kk | Slope planting method dispensing with substrate |
| CN104878767A (en) * | 2015-05-28 | 2015-09-02 | 杭州江润科技有限公司 | Construction method for carrying out plant-growing concrete and plastic stone combined ecological landscape protection on rocky side slope |
| CN105563056A (en) * | 2015-11-30 | 2016-05-11 | 陕西环珂生物科技有限公司 | Machining method for inner and outer arcs and tooth profile of large chain wheel |
| CN205399441U (en) * | 2016-02-25 | 2016-07-27 | 湖北金源绿通生态环境工程有限公司 | Ecological bank protection cling compound system of vegetation concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106759395A (en) | 2017-05-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104196006B (en) | Desertification soil remediation method | |
| CN102926391B (en) | Loess slope ecological protection method | |
| WO2019205068A1 (en) | Ecological geogrid for slope protection | |
| CN104770257B (en) | Method for recovering vegetation through micropore thin films | |
| CN112064655A (en) | Rapid restoration and greening method for limestone bare high and steep slope | |
| CN109723068B (en) | Steep concrete sash Liang Hupo system beneficial to slope vegetation growth and construction method | |
| CN106759395B (en) | A kind of construction method in rock matter pole gradient slope vegetation habitat | |
| CN108755717A (en) | A kind of hard rigid slope supported habitat builds structure and its construction method | |
| CN112195940A (en) | Ecological protection structure suitable for uneven rock slope in hollow and construction method | |
| CN105340614B (en) | A kind of hard side slope lattice ecological afforestation structure and method | |
| CN109566248B (en) | Method for planting rocky slope vegetation | |
| CN114351733A (en) | Rock slope vegetation system and vegetation planting construction method | |
| CN102839679B (en) | Method for protecting vegetation of concrete slope | |
| CN107237334B (en) | A kind of road foundation execavated rockmass frame gird type slope protection code builds the construction method of plant biological bag greening | |
| CN110714469A (en) | Red sandstone hard slope ecological greening system and construction method thereof | |
| CN112482402A (en) | Construction method for greening ecological soil slope protection | |
| CN110447481B (en) | Granule spray-seeding construction method | |
| CN109329259A (en) | A kind of granule capsule for water and soil conservation is sowed grass seeds by duster plant measures method | |
| CN103821151A (en) | Slope greening method and system with water storage and draining functions | |
| CN110249756B (en) | Granule mixed fiber spray-seeding method | |
| CN113914261A (en) | Reservoir engineering concrete precast block ecological slope protection construction method | |
| CN111636444A (en) | Water and soil conservation method for side slope in high-altitude area | |
| CN111576453A (en) | Slope anchor hanging net and exposed rock mass ecological restoration method using same | |
| CN104695452A (en) | Slope greening system with drainage structure for preventing landslip caused by rainwater | |
| CN109356174A (en) | A kind of protecting slope ecology method |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |