CN110453683A - A kind of construction method for afforesting soil nail wall - Google Patents
A kind of construction method for afforesting soil nail wall Download PDFInfo
- Publication number
- CN110453683A CN110453683A CN201910768933.8A CN201910768933A CN110453683A CN 110453683 A CN110453683 A CN 110453683A CN 201910768933 A CN201910768933 A CN 201910768933A CN 110453683 A CN110453683 A CN 110453683A
- Authority
- CN
- China
- Prior art keywords
- soil
- lining pipe
- internal lining
- hole
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
- A01G13/00—Protecting plants
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
Abstract
The invention discloses a kind of construction methods for afforesting soil nail wall, the problem of planting soil causes soil property to be lost by rain drop erosion how is fixed and reduced as far as possible when can solve soil nail wall surface Urban Greening to planting soil, and how to improve the moisture of planting soil and draw and the problem of water retention, Urban Greening work when permanent supporting is acted on especially suitable for soil nail wall.
Description
Technical field
The present invention relates to slope retaining technical fields, more particularly, to a kind of construction method for afforesting soil nail wall.
Background technique
Soil nail wall is a kind of soil body reinforcement technology in situ.It is to reinforce side slope the soil nailing made of reinforcing bar, side
Slope surface is laid with the slope reinforcement type construction method for supporting that one of steel mesh fill-before-fire, one layer of concrete surface layer and earthwork side slope combine.
Its complex for being configured to be arranged in reinforcement rod piece (i.e. soil nailing or anchor pole) and the formation of its surrounding soil secure bond in slopes,
And the supporting construction of similar Form Gravity Breast Wall that surface layer is constituted.
Although soil nail wall have construct it is convenient, the advantages of simple structure, in order to ensure slope retaining intensity and durable
Property, the concrete surface layer of use is formed by fluid-tight concrete ejection.When soil nail wall as permanent supporting in use, by
In concrete surface layer to the feeling of people's " not even a blade of grass grows ", it is unfavorable for the construction of ecological environment.
Therefore, on the basis of the above, providing a kind of greening construction method for applying to soil nail wall is to have its positive effect
's.
Summary of the invention
The object of the present invention is to provide a kind of construction methods for afforesting soil nail wall, can retain the supporting performance of soil nail wall,
Urban Greening can be carried out to soil nail wall again.
Above-mentioned purpose of the invention has the technical scheme that
A kind of construction method for afforesting soil nail wall, includes the following steps,
S1, slope leveling remove slope surface sundries and stone；
S2 is uniformly bored in slope surface and is beaten anchor hole, and plugs anchor pole, and anchor pole one, which is cut, extends anchor hole；Anchor pole carries out in hole in anchor hole
Grouting is fixed；
S3, in slope surface assembling reinforcement net, anchor pole and steel mesh node weld；
S4 is uniformly bored between gap of the slope surface in steel mesh and is beaten multiple row water seepage hole, and single water seepage hole is inclined to set upwards to lower；
And in grafting internal lining pipe in water seepage hole, internal lining pipe insertion depth is less than infiltration hole depth, and slope surface is extended in internal lining pipe outer end；And in
Masking tape or sealer are closed at the port of internal lining pipe outer end；
S5 sprays slope concrete, and covers steel mesh to form concrete surface layer；Concrete surface thickness is less than internal lining pipe and extends slope surface
Length so that internal lining pipe external port is not covered by concrete surface layer；
S6 tears the adhesive tape or sealer of internal lining pipe nozzle off, infiltrates water body in internal lining pipe interpolation, permeable housing one end is inserted into water seepage hole
Bottom, the other end extend internal lining pipe；
S7, the uniform planting soil layer of cladding thickness, planting soil layer bury permeable housing in concrete surface layer；
S8 covers outer retaining-plate in planting soil layer, and the part that outer retaining-plate extends anchor hole with anchor pole is welded and fixed, outer supporting
Board bottom portion is embedded to underground；The surface of the outer retaining-plate is evenly equipped with the baffle turned down outward, and baffle is passed through outside by outer retaining-plate
Side blow is cut out to be formed, and is formed at punching for kind of a hole for grass planting growth；Between baffle and corresponding hole hole place plane
The angle of formation is acute angle；Outer retaining-plate is steel material, by prefabrication machine-shaping；
S9, uniformly grass seed is planted in sprinkling on outer retaining-plate, so that plantation grass seed is uniformly fallen in the hole of outer retaining-plate；
S10, the maintenance of kind grass planting, fertilising form green layer in outer supporting plate surface.
By using above-mentioned technical proposal, it can solve two problems of soil nail wall surface Urban Greening.One, how to kind
Plant soil is fixed and reduces planting soil as far as possible causes soil property to be lost by rain drop erosion.Two, how to improve the moisture of planting soil
It draws and water retention.
About one, this programme is by the anchor pole that is reserved in outside anchor hole as maintenance measure, the molding outer supporting of prefabrication
Plate is welded in be formed on anchor pole and fix, and the bottom of outer retaining-plate is embedded to underground, thus to outer retaining-plate and concrete surface layer is covered in
Between planting soil be fixed, water can also be effectively reduced by not growing up to before soil is fixed in no root system in kind of grass planting especially
Soil flow is lost.The surface of outer retaining-plate is evenly equipped with the baffle turned down outward, and baffle is formed by outer retaining-plate by punching outward, and
It is formed at punching for kind of a hole for grass planting growth；The structure formed hole sprinkling plant grass seed when to seed have compared with
Good fixed function, so that seed is distributed in hole, simultaneously because shape between baffle and corresponding hole hole place plane
At angle be acute angle so that baffle to soil have certain barrier effect so that soil not easily runs off.Since hole props up outside
It is uniformly distributed, can effectively be covered baffle and outer retaining-plate after kind of a grass planting grows up to and to form green layer, so that soil nailing on backplate
Wall surface forms green layer, improves aesthetics.In addition permeable housing extends internal lining pipe into planting soil layer, and planting soil carries out it
Burial processing, permeable housing also have certain maintenance effect to planting soil, reduce soil erosion.
About two, this programme beats multiple row water seepage hole, single water seepage hole by uniformly boring between gap of the slope surface in steel mesh
It is inclined to set upwards to lower；And in grafting internal lining pipe in water seepage hole, internal lining pipe insertion depth is less than infiltration hole depth, internal lining pipe
Extend slope surface in outer end；And masking tape or sealer are closed at the port of internal lining pipe outer end；To after concrete surface layer is formed
The nozzle of internal lining pipe is retained.After internal lining pipe interpolation infiltrates water body, permeable housing one end is inserted into water seepage hole bottom, another
End is extended internal lining pipe and is embedded in planting soil layer, since water seepage hole is to be inclined to set upwards to lower, internal lining pipe and infiltration
Water body is to be inclined to set upwards to lower, and permeable housing both ends are contacted with planting soil layer and slope surface native soil layer respectively, can be by concrete
Moisture on the inside of surface layer in native soil layer is conducted by permeable housing into planting soil layer, to provide moisture for planting soil layer, simultaneously
Permeable housing, which is embedded in planting soil layer, also has water retention.During the rainfall, in addition the baffle on outer retaining-plate is to rainwater
It with crown_interception, gives rainwater certain time of penetration, is easy to supplement the moisture of planting soil layer.
The present invention is further arranged to: in S7, planting soil is classification covering, and first step elder generation mulching plant soil is extremely by liner
It is exposed to retain infiltration body portion for the thickness that pipe nozzle covers；Then using the planting soil that the first step covers as support soil layer upper
Connection leads infiltration bar shaped and reticulates structure between lower and adjacent left and right permeable housing, leads to seep item and press and be fixed on support soil layer；So
After be further continued for mulching plant soil and by permeable housing and lead seep item be completely covered.
By using above-mentioned technical proposal, leads and seep item with stronger water delivery effect, in the permeable housing of phase up and down
Between connect into reticular structure, and be embedded in planting soil layer, can the moisture at permeable housing be seeped item and be conveyed to surrounding along leading,
To more uniformly keep the moisture of planting soil layer.Soil rating covering is planted, the soil of first step covering can be used for supporting
Infiltration item is led, will be led and seeped item and press lightly in can be fixed on soil.
The present invention is further arranged to: described lead seeps item using cotton fiber rope or linen-cotton composite fibre rope.
By using above-mentioned technical proposal, cotton fiber rope or linen-cotton composite fibre rope all have preferable Water conductance.
The present invention is further arranged to: described lead is seeped between item and permeable housing for winding fixation.
By using above-mentioned technical proposal, leads infiltration item and fixed by winding with permeable housing, it is larger with permeable housing contact area,
Conveyance power of water is stronger.
The present invention is further arranged to: the infiltration item of leading connected between the adjacent permeable housing in left and right hangs down setting in middle part.
By using above-mentioned technical proposal, the moisture facilitated at permeable housing by gravity seeps item to two sides along leading
Infiltration.
The present invention is further arranged to: the permeable housing is by geotextiles coiling and molding.
By using above-mentioned technical proposal, geotextiles itself have stronger infiltration ability, by being wound into cylindric insert
Enter in internal lining pipe, forms the axially extending water delivery gap of multilayer in permeable housing, conveyance power of water can be improved.
The present invention is further arranged to: the clockwise direction angle of the internal lining pipe axis and horizontal plane is 10-15 °.
By using above-mentioned technical proposal, the angle make permeable housing be in it is lower it is upward be slightly slanted setting, can keep away
The water reverse osmosis exempted from planting soil layer returns in native soil layer.
The present invention is further arranged to: the anchor pole is made of reinforcing bar.
By using above-mentioned technical proposal, materials are convenient, and construction of soil-nailed wall is convenient.
In conclusion advantageous effects of the invention are as follows: preferable water and soil fixed function can be provided to planting soil layer
It is acted on soil moisturizing, is very suitable for the Urban Greening of soil nail wall.
Detailed description of the invention
Fig. 1 is the present embodiment structural schematic diagram；
Fig. 2 is the partial structural diagram of the present embodiment；
Fig. 3 is that the present embodiment leads infiltration item and permeable housing connection schematic diagram.
Description of symbols: 1, anchor pole；2, steel mesh；3, internal lining pipe；4, concrete surface layer；5, permeable housing；6, planting soil layer；7,
Lead infiltration item；8, outer retaining-plate；9, baffle；10, hole.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing to the present invention
Specific embodiment be described in detail.Many details are explained in the following description in order to fully understand this hair
It is bright.But the invention can be embodied in many other ways as described herein, those skilled in the art can be not
Similar improvement is done in the case where violating intension of the present invention, therefore the present invention is not limited to the specific embodiments disclosed below.
It should be noted that it can directly on the other element when element is referred to as " being fixed on " another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it, which can be, is directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein " vertical ", " horizontal ", " left side ",
" right side " and similar statement for illustrative purposes only, are not meant to be the only embodiment.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.Term " and or " used herein includes one or more phases
Any and all combinations of the listed item of pass.
Embodiment: for a kind of construction method for afforesting soil nail wall, including the following steps,
S1, slope leveling remove slope surface sundries and stone；
S2 is uniformly bored in slope surface and is beaten anchor hole, and plugs anchor pole 1, and anchor pole 1 is made of reinforcing bar；1 one sections of anchor pole are extended anchor hole；Anchor
Bar 1 carries out being in the milk in hole in anchor hole and fix；
S3, in slope surface assembling reinforcement net 2, anchor pole 1 and 2 node weld of steel mesh；
S4 is uniformly bored between the gap of steel mesh 2 in slope surface and is beaten multiple row water seepage hole, and single water seepage hole upward inclined is set to lower
It sets；And in grafting internal lining pipe 3 in water seepage hole, the clockwise direction angle of 3 axis of internal lining pipe and horizontal plane is 10-15 °.Internal lining pipe
3 insertion depths are less than infiltration hole depth, and slope surface is extended in 3 outer end of internal lining pipe；And at 3 outer end port of internal lining pipe masking tape or
Sealer is closed.
S5 sprays slope concrete, and the covering of steel mesh 2 is formed concrete surface layer 4；4 thickness of concrete surface layer is less than internal lining pipe 3 and prolongs
The length for stretching out slope surface, so that 3 external port of internal lining pipe is not covered by concrete surface layer 4；
S6 tears the adhesive tape or sealer of 3 nozzle of internal lining pipe off, infiltrates water body 5 in 3 interpolation of internal lining pipe, 5 one end of permeable housing is inserted into infiltration
Water hole bottom, the other end extend internal lining pipe 3；Permeable housing 5 is wound by geotextiles to be formed similar cylindrical-shaped structure and is inserted into liner
In pipe 3.
S7, the uniform planting soil layer 6 of cladding thickness, planting soil layer 6 bury permeable housing 5 in concrete surface layer 4；Planting soil is
Classification covering, first step elder generation mulching plant soil to the thickness for covering 3 nozzle of internal lining pipe, it is exposed to retain 5 part of permeable housing；Reference
Then Fig. 3 is connected between upper and lower and adjacent left and right permeable housing 5 using the planting soil that the first step covers as support soil layer and is led infiltration
Item 7 forms reticular structure, leads and seeps item 7 using cotton fiber rope or linen-cotton composite fibre rope.It leads and seeps between item 7 and permeable housing 5 for volume
Around fixation, that is, lead seep item 7 wind in permeable housing 5 1-2 enclose be fixed.Item 7 is seeped in leading for connecting between the adjacent permeable housing 5 in left and right
Setting is hung down in middle part.Infiltration item 7 is led to be fixed on support soil layer by pressing；Then it is further continued for mulching plant soil and will seep
Water body 5 is completely covered with infiltration item 7 is led.
S8, as shown in Fig. 2, covering outer retaining-plate 8 in planting soil layer 6, outer retaining-plate 8 extends anchor hole with anchor pole 1
Part is welded and fixed, and outer 8 bottom of retaining-plate is embedded to underground；The surface of the outer retaining-plate 8 is evenly equipped with the baffle 9 turned down outward,
Baffle 9 is formed by outer retaining-plate 8 by punching outward, and is formed at punching for kind of a hole 10 for grass planting growth；Baffle 9
The angle formed between plane where 10 mouthfuls of corresponding hole is acute angle；Outer retaining-plate 8 is steel material, is processed by prefabrication
Molding；
S9, uniformly grass seed is planted in sprinkling on outer retaining-plate 8, so that plantation grass seed uniformly falls within the hole of outer retaining-plate 8
In 10；
S10, the maintenance of kind grass planting, fertilising form green layer on outer 8 surface of retaining-plate；It can be propped up outside before plantation grass seed germination
Two layers of geotextiles is covered on backplate 8, water spray infiltration is carried out to geotextiles, is grown up to for kind of a grass planting and is created better growing environment.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (8)
1. a kind of construction method for afforesting soil nail wall, it is characterised in that: include the following steps,
S1, slope leveling remove slope surface sundries and stone；
S2 is uniformly bored in slope surface and is beaten anchor hole, and plugs anchor pole (1), and (1) one section of anchor pole is extended anchor hole；Anchor pole (1) is in anchor hole
Be in the milk in hole and fixes；
S3, in slope surface assembling reinforcement net (2), anchor pole (1) and steel mesh (2) node weld；
S4 is uniformly bored between gap of the slope surface in steel mesh (2) and is beaten multiple row water seepage hole, and single water seepage hole upward inclined is set to lower
It sets；And in grafting internal lining pipe (3) in water seepage hole, internal lining pipe (3) insertion depth is less than infiltration hole depth, and internal lining pipe (3) outer end is prolonged
Stretch out slope surface；And masking tape or sealer are closed at internal lining pipe (3) outer end port；
S5 sprays slope concrete, and steel mesh (2) covering is formed concrete surface layer (4)；Concrete surface layer (4) thickness is less than internal lining pipe
(3) extend the length of slope surface, so that internal lining pipe (3) external port is not covered by concrete surface layer (4)；
S6 tears the adhesive tape or sealer of internal lining pipe (3) nozzle off, and in internal lining pipe (3), interpolation is infiltrated water body (5), permeable housing (5) one end
It is inserted into water seepage hole bottom, the other end extends internal lining pipe (3)；
S7, the uniform planting soil layer of cladding thickness (6) on concrete surface layer (4), planting soil layer (6) bury permeable housing (5)；
S8, covers outer retaining-plate (8) on planting soil layer (6), and the part that anchor hole is extended in outer retaining-plate (8) and anchor pole (1) is welded
Fixation is connect, outer retaining-plate (8) bottom is embedded to underground；The surface of the outer retaining-plate (8) is evenly equipped with the baffle (9) turned down outward,
Baffle (9) is formed by outer retaining-plate (8) by punching outward, and is formed at punching for kind of a hole for grass planting growth
(10)；The angle formed between baffle (9) and plane where corresponding hole (10) mouth is acute angle；Outer retaining-plate (8) is steel
Matter, by prefabrication machine-shaping；
S9, uniformly grass seed is planted in sprinkling on outer retaining-plate (8), so that plantation grass seed uniformly falls within outer retaining-plate (8)
In hole (10)；
S10, the maintenance of kind grass planting, fertilising form green layer on outer retaining-plate (8) surface.
2. a kind of construction method for afforesting soil nail wall according to claim 1, it is characterised in that: in S7, planting soil is
Classification covering, first step elder generation mulching plant soil to the thickness for covering internal lining pipe (3) nozzle, it is exposed to retain permeable housing (5) part；
Then it is connected between upper and lower and adjacent left and right permeable housing (5) using the planting soil that the first step covers as support soil layer and leads infiltration item
(7) reticular structure is formed, leads to seep item (7) and press and be fixed on support soil layer；Then it is further continued for mulching plant soil and by permeable housing
(5) and lead seep item (7) be completely covered.
3. a kind of construction method for afforesting soil nail wall according to claim 2, it is characterised in that: infiltration item (7) of leading is adopted
With cotton fiber rope or linen-cotton composite fibre rope.
4. it is according to claim 3 it is a kind of afforest soil nail wall construction method, it is characterised in that: it is described lead seep item (7) with
It is fixed between permeable housing (5) for winding.
5. a kind of construction method for afforesting soil nail wall according to claim 4, it is characterised in that: the adjacent permeable housing in left and right
(5) infiltration item (7) of leading connected between hangs down setting in middle part.
6. it is according to claim 5 it is a kind of afforest soil nail wall construction method, it is characterised in that: the permeable housing (5) by
Geotextiles coiling and molding.
7. a kind of construction method for afforesting soil nail wall according to claim 6, it is characterised in that: internal lining pipe (3) axis
The clockwise direction angle of line and horizontal plane is 10-15 °.
8. a kind of construction method for afforesting soil nail wall according to claim 7, it is characterised in that: the anchor pole (1) is by steel
Muscle is constituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910768933.8A CN110453683B (en) | 2019-08-20 | 2019-08-20 | Construction method of greening soil nailing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910768933.8A CN110453683B (en) | 2019-08-20 | 2019-08-20 | Construction method of greening soil nailing wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110453683A true CN110453683A (en) | 2019-11-15 |
| CN110453683B CN110453683B (en) | 2021-02-23 |
Family
ID=68487936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910768933.8A Active CN110453683B (en) | 2019-08-20 | 2019-08-20 | Construction method of greening soil nailing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110453683B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55155827A (en) * | 1979-05-21 | 1980-12-04 | Takao Izuhara | Slope afforestation method and metal lath therefor |
| CN2911014Y (en) * | 2006-06-30 | 2007-06-13 | 浙江省交通规划设计研究院 | Plantable ecological wall |
| KR20080096629A (en) * | 2007-04-28 | 2008-10-31 | 주식회사 오륙개발 | Puzzle type block reinforcement method |
| CN102900088A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Cast-in-place ecological slope protection and construction method thereof |
| CN104294830A (en) * | 2014-09-30 | 2015-01-21 | 华中农业大学 | Side slope ecological protection and recovery method and arrangement structure |
| CN105220698A (en) * | 2015-08-21 | 2016-01-06 | 武汉沃田生态科技有限公司 | A kind of rock slope ecological protection method |
| CN107227743A (en) * | 2017-08-03 | 2017-10-03 | 西安科技大学 | A kind of rock and soil slope anti-erosion and restoration of the ecosystem means of defence |
| CN206873468U (en) * | 2017-06-26 | 2018-01-12 | 湖南新大陆生态建设有限公司 | A kind of ecological afforestation antiscour safeguard structure |
| EP3378993A1 (en) * | 2017-03-23 | 2018-09-26 | FAM. AG Holding ApS | Protective construction for preventing erosion of a ground surface arranged adjacent to a body of water |
| CN108755708A (en) * | 2018-05-07 | 2018-11-06 | 安徽省公路桥梁工程有限公司 | A kind of Soft Rock Slope ecological protection construction method |
| CN108834628A (en) * | 2018-05-16 | 2018-11-20 | 三峡大学 | Utilize the vertical slope greening device and method of the fixed plant cover concrete of cement blanket plate |
-
2019
- 2019-08-20 CN CN201910768933.8A patent/CN110453683B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55155827A (en) * | 1979-05-21 | 1980-12-04 | Takao Izuhara | Slope afforestation method and metal lath therefor |
| CN2911014Y (en) * | 2006-06-30 | 2007-06-13 | 浙江省交通规划设计研究院 | Plantable ecological wall |
| KR20080096629A (en) * | 2007-04-28 | 2008-10-31 | 주식회사 오륙개발 | Puzzle type block reinforcement method |
| CN102900088A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Cast-in-place ecological slope protection and construction method thereof |
| CN104294830A (en) * | 2014-09-30 | 2015-01-21 | 华中农业大学 | Side slope ecological protection and recovery method and arrangement structure |
| CN105220698A (en) * | 2015-08-21 | 2016-01-06 | 武汉沃田生态科技有限公司 | A kind of rock slope ecological protection method |
| EP3378993A1 (en) * | 2017-03-23 | 2018-09-26 | FAM. AG Holding ApS | Protective construction for preventing erosion of a ground surface arranged adjacent to a body of water |
| CN206873468U (en) * | 2017-06-26 | 2018-01-12 | 湖南新大陆生态建设有限公司 | A kind of ecological afforestation antiscour safeguard structure |
| CN107227743A (en) * | 2017-08-03 | 2017-10-03 | 西安科技大学 | A kind of rock and soil slope anti-erosion and restoration of the ecosystem means of defence |
| CN108755708A (en) * | 2018-05-07 | 2018-11-06 | 安徽省公路桥梁工程有限公司 | A kind of Soft Rock Slope ecological protection construction method |
| CN108834628A (en) * | 2018-05-16 | 2018-11-20 | 三峡大学 | Utilize the vertical slope greening device and method of the fixed plant cover concrete of cement blanket plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110453683B (en) | 2021-02-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104878767B (en) | Rock slope concrete for plant growth is combined the construction method of ecoscape protection with moulding stone | |
| CN104264692B (en) | A kind of side slope ecological renovation method | |
| CN204780949U (en) | Rock slope is planted living concrete and is moulded stone and combines ecological landscape protective structure | |
| CN107190836A (en) | A kind of U-shaped gutter in park and its construction method | |
| CN102409686A (en) | Garbage hill ecological slope protection method and garbage hill greening slope adopting same | |
| CN106088109A (en) | Discarded pit slope ecological recovery covers green construction method | |
| CN105409725A (en) | Water seepage pipe, revegetation area water-saving irrigation system and construction method thereof | |
| CN109121861A (en) | Plant-growth carpet and its application and side slope ecological renovation method | |
| CN209722995U (en) | A kind of slope reinforcement structure | |
| JP6204707B2 (en) | Vegetation tool and mortar slope revegetation method using the same | |
| CN103993606B (en) | A kind of stereoscopic protective method of soft side slope | |
| CN107143019A (en) | A kind of rock side slope landscape drainage arrangement and its construction method | |
| KR101659168B1 (en) | Rock cutting slope revegetation method | |
| CN105178248A (en) | Concrete plant planting and slope protecting method for soft soil river slope | |
| CN101953288B (en) | Side slope greening water-supplementing device and construction method thereof | |
| CN212910910U (en) | Mine side slope greening system | |
| CN206090589U (en) | Vegetation concrete double protection selvage slope ecological greening system | |
| CN107836245A (en) | Irrigate convenient plant growing box | |
| CN107912182A (en) | A kind of useless slope is with degradable growth belt and its plants method of taking off | |
| CN110453683A (en) | A kind of construction method for afforesting soil nail wall | |
| CN206289636U (en) | A kind of slope reinforcing and vegetation repair structure | |
| CN205530293U (en) | Novel slope surface structure | |
| CN111305234B (en) | Slope ecological protection blanket structure and construction method | |
| CN209652901U (en) | A kind of restoration of the ecosystem structure for building stones mining area | |
| CN208501621U (en) | A kind of combined type river channel ecology slope protection |
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 |