CN208533544U - Side slope supporting and greening function structure - Google Patents
Side slope supporting and greening function structure Download PDFInfo
- Publication number
- CN208533544U CN208533544U CN201720710474.4U CN201720710474U CN208533544U CN 208533544 U CN208533544 U CN 208533544U CN 201720710474 U CN201720710474 U CN 201720710474U CN 208533544 U CN208533544 U CN 208533544U
- Authority
- CN
- China
- Prior art keywords
- side slope
- filler
- slope
- plant
- anchor pole
- 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
- 239000000945 filler Substances 0.000 claims abstract description 25
- 230000006870 function Effects 0.000 claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 10
- 239000004567 concrete Substances 0.000 claims description 25
- 239000004575 stone Substances 0.000 claims description 12
- 239000004746 geotextile Substances 0.000 claims description 10
- 235000015097 nutrients Nutrition 0.000 claims description 6
- 230000006835 compression Effects 0.000 claims description 4
- 238000007906 compression Methods 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 230000012010 growth Effects 0.000 abstract description 3
- 239000004744 fabric Substances 0.000 abstract 2
- 241000196324 Embryophyta Species 0.000 description 24
- 239000004568 cement Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000012615 aggregate Substances 0.000 description 3
- 239000002657 fibrous material Substances 0.000 description 3
- 230000001788 irregular Effects 0.000 description 3
- 210000003850 cellular structure Anatomy 0.000 description 2
- 230000008635 plant growth Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000009993 protective function Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a structure with functions of side slope support and greening, which comprises a side slope and an anchor rod; the geotechnical cloth is laid on the surface of one side of the side slope, and the filler wrapped by the gabion protection pad is laid on the surface of the geotechnical cloth; the anchor rod is obliquely arranged in the filler and penetrates through the surface of the side slope, and the anchor rod and the filler form a whole. The utility model discloses on current side slope supporting construction basis, through changing its supporting construction, when side slope preliminary bracing, the soil that the one deck was fit for vegetation is laid to the supporting construction surface, and this layer soil is difficult to be washed away by the rainwater, let the plant just can sprout the growth on the side slope when preliminary bracing, the back is strutted to the side slope, cross a period, the whole plants that grow out in side slope surface, both strutted the side slope and beautified its all ring edge borders, and the work efficiency is improved, and durable, certain practicality has.
Description
Technical field
The utility model relates to a kind of slope retaining and Greening functions structures, belong to infrastructure field.
Background technique
Existing slope retaining structure is much also very universal, there is retaining wall, grid beams, sash anchor pole and shotcrete coagulation
Soil, the modes such as herringbone frame side slope, most of slope retaining surfaces cannot also serve as greening, substantially against the natural raw of plant
It is long, the side slope of supporting is covered a part, it appears that unsightly, especially after large area slope retaining, surface is substantially
It is cement concrete, it appears that it is very hard, unsightly, and segment length, at high cost when grid beams are constructed, anchor spraying concrete rigidity is small,
Compatible deformation ability is poor, and does not have green side slope effect, therefore seeks a kind of slope supported but also to beautify the knot of side slope
Structure is meaningful.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of slope retaining and Greening functions structure, the side slope
Supporting and Greening functions structure improve on original support pattern, so that structure is durable, easy for construction, it can be with green
Change side slope, kills two birds with one stone.
The utility model is achieved by the following technical programs.
A kind of slope retaining provided by the utility model and Greening functions structure, including side slope, anchor pole；The one of the side slope
Side surface is equipped with geotextiles, is laid with the filler of useful lattice guest protection pad package on the surface of geotextiles；The anchor pole inclination is set
Side slope surface is set in filler and passes through, anchor pole and filler constitute an entirety；The surface of the filler, which is equipped with, to be contained
The plant concrete layer of plant fiber, nutrient solution is equipped with overburden layer on the surface of plant concrete layer；The side slope
Bottom side be equipped with concrete toe board.
The filler is stone.
The compression strength of the stone is greater than 30MPa, and partial size is not less than 20cm.
The anchor pole has multiple, is equidistantly positioned between the anchor pole.
The diameter of the anchor pole is 18~25mm, a length of 1m~1.8m.
The plant concrete layer with a thickness of 20~40cm.
The overburden layer with a thickness of 10~30cm.
The plant is that the inside made of based on coarse aggregate, cement and water has irregular honeycomb more with concrete layer
The porous concrete layer of pore structure, hole is interior to be filled with soil, plant fiber material and nutrient solution.
The utility model has the beneficial effects that: on the basis of existing slope retaining structure, by changing its supporting knot
Structure, in side slope preliminary bracing, supporting construction surface be laid with one layer of suitable plant growth soil, and this layer of soil be not easy by
Rain drop erosion is fallen, allow plant supporting in the early stage when can in side slope germinating growth, after slope retaining is good, after a period of time, side
Slope surface all grows plant, not only supporting side slope but also has beautified its surrounding enviroment, has improved working efficiency, and durable, tool
There is certain practicability.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
In figure: 1- side slope, 2- geotextiles, 3- anchor pole, 4- filler, 5- concrete toe board, 6- plant concrete layer, 7-
Overburden layer.
Specific embodiment
Be described further below the technical solution of the utility model, but claimed range be not limited to it is described.
As shown in Figure 1, a kind of slope retaining and Greening functions structure, including side slope 1, anchor pole 3；The side of the side slope 1
Surface is equipped with geotextiles 2, is laid with the filler 4 of useful lattice guest protection pad package on the surface of geotextiles 2；The anchor pole 3 tilts
It is arranged in filler 4 and passes through 1 surface of side slope, anchor pole 3 and filler 4 constitute an entirety, it is ensured that the stabilization of side slope 1
Property；The surface of the filler 4 is equipped with the plant concrete layer 6 containing plant fiber, nutrient solution, in plant concrete
The surface of layer 6 is equipped with overburden layer 7, it is ensured that plant is not washed away with concrete layer 6 by rainwater；The bottom side of the side slope 1 is set
There is concrete toe board 5, supports 1 structure of side slope, further ensure that the stability of 1 structure of side slope.
Wherein, the filler 4 is stone；The compression strength of the stone is greater than 30MPa, and partial size is not less than 20cm；Institute
Stating anchor pole 3 has multiple, is equidistantly positioned between the anchor pole 3；The diameter of the anchor pole 3 is 18~25mm, a length of 1m~1.8m；
The plant is with concrete layer 6 with a thickness of 20~40cm；The overburden layer 7 with a thickness of 10~30cm；The plant is used mixed
Solidifying soil layer 6 is the celluar concrete that the inside made of based on coarse aggregate, cement and water has irregular cellular structures
Layer, hole is interior to be filled with soil, plant fiber material and nutrient solution.
Embodiment
As described above, a kind of slope retaining and Greening functions structure, including geotextiles 2, geotextiles 2 are laid immediately on side slope
On 1 surface, for the diameter that anchor pole 3 uses for 18~5mm, length is adopted as 1m~1.8m, and anchor pole 3 is inserted directly into 1 body of side slope, anchor
Bar 3 exposed 15~30cm, the alternate 1~3m of length and width, are then laid with filler 4 in geotextiles 2, filler 4 is by lattice immediately above
Guest's protection pad package block stone, 20~60cm of thickness of filler 4, block stone preferably select be saturated compression strength > 30MPa, partial size >=
The rock of the comparatively fresh of 20cm, block stone cannot select mud stone, shale etc. to meet the rock that water preferably decomposes, and filler 4 is paved with side slope 1
Afterwards, lower end connects with concrete toe board 5, and concrete toe board 5 plays a part of to support filler 4, and the surface of filler 4 is laid with plant
With concrete layer 6, with a thickness of 20~40cm, plant concrete layer 6 is the inside made of based on coarse aggregate, cement and water
Porous concrete layer with irregular cellular structures, hole is interior to be filled with soil, plant fiber material and nutrient solution
Deng, it is ensured that plant normal growth needs, and 6 surface of plant concrete layer covers overburden layer 7, with a thickness of 10~30cm, earthing
The mainly clay of layer 7, as the breeding ground of plant growth, plant is preferably selected the plant variety easily survived in locality.
This structure is combined togather the protective function of side slope 1 and the function of green side slope 1, durable, construction party
Just, it and can be killed two birds with one stone with green side slope.
Claims (7)
1. a kind of slope retaining and Greening functions structure, including side slope (1), anchor pole (3), it is characterised in that: the side slope (1)
One side surface is equipped with geotextiles (2), is laid with the filler (4) of useful lattice guest protection pad package on the surface of geotextiles (2)；It is described
Anchor pole (3) is inclined in filler (4) and passes through side slope (1) surface, and anchor pole (3) and filler (4) constitute an entirety；
The surface of the filler (4) be equipped with containing plant fiber, nutrient solution plant with concrete layer (6), in plant coagulation
The surface of soil layer (6) is equipped with overburden layer (7)；The bottom side of the side slope (1) is equipped with concrete toe board (5).
2. slope retaining as described in claim 1 and Greening functions structure, it is characterised in that: the filler (4) is stone.
3. slope retaining as claimed in claim 2 and Greening functions structure, it is characterised in that: the compression strength of the stone is big
In 30MPa, partial size is not less than 20cm.
4. slope retaining as described in claim 1 and Greening functions structure, it is characterised in that: the anchor pole (3) have it is multiple, it is more
It is equidistantly positioned between a anchor pole (3).
5. slope retaining as claimed in claim 4 and Greening functions structure, it is characterised in that: the diameter of the anchor pole (3) is
18~25mm, a length of 1m~1.8m.
6. slope retaining as described in claim 1 and Greening functions structure, it is characterised in that: the plant concrete layer
(6) with a thickness of 20~40cm.
7. slope retaining as described in claim 1 and Greening functions structure, it is characterised in that: the thickness of the overburden layer (7)
For 10~30cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720710474.4U CN208533544U (en) | 2017-06-19 | 2017-06-19 | Side slope supporting and greening function structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720710474.4U CN208533544U (en) | 2017-06-19 | 2017-06-19 | Side slope supporting and greening function structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208533544U true CN208533544U (en) | 2019-02-22 |
Family
ID=65398230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720710474.4U Active CN208533544U (en) | 2017-06-19 | 2017-06-19 | Side slope supporting and greening function structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208533544U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111972225A (en) * | 2020-09-03 | 2020-11-24 | 兰州交通大学 | Novel soil layer structure slope greening system and construction method thereof |
| CN113229050A (en) * | 2021-05-07 | 2021-08-10 | 湖北绿洲园林工程有限公司 | Ecological protection construction method for long-bag vegetation zone |
-
2017
- 2017-06-19 CN CN201720710474.4U patent/CN208533544U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111972225A (en) * | 2020-09-03 | 2020-11-24 | 兰州交通大学 | Novel soil layer structure slope greening system and construction method thereof |
| CN113229050A (en) * | 2021-05-07 | 2021-08-10 | 湖北绿洲园林工程有限公司 | Ecological protection construction method for long-bag vegetation zone |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106900342B (en) | Integrated semi-lithologic high slope vegetation reconstruction protection method | |
| CN106193066B (en) | A kind of Loess landslide administering method based on restoration of the ecosystem | |
| CN108589743A (en) | A kind of ecological TGXG for side slope protection | |
| CN207295737U (en) | Suitable for the ecological revetment system in plateau mountainous region | |
| CN205369274U (en) | Civil engineering structure of complete domatic afforestation worker method in rock matter abrupt slope | |
| CN108093729A (en) | Side-slope greening and protection method | |
| CN111011093A (en) | High rainfall rapid and steep rocky slope greening method | |
| CN206736931U (en) | Highway Lithological Slope liana ecological safeguard structure | |
| CN107237334B (en) | A kind of road foundation execavated rockmass frame gird type slope protection code builds the construction method of plant biological bag greening | |
| CN103343542A (en) | Reorganization and expansion highway slope protection system | |
| CN208533544U (en) | Side slope supporting and greening function structure | |
| CN206706751U (en) | A kind of solid native component of precipitous rock side slope restoration of the ecosystem | |
| CN207987934U (en) | A kind of robust structure for ecological treatment of slope | |
| CN105544567B (en) | A kind of civil engineering structure of the full slope greening engineering method of steep rocky slope | |
| CN104863164A (en) | Method for ecologic re-greening of exposed rock mass slope | |
| CN208121696U (en) | Multifunctional and composite type ecological slope protection | |
| CN109356178A (en) | A kind of pocket formula protective net and slopes means of defence | |
| CN205530299U (en) | Ecological slope protection structure in ion type rare earth mine mountain | |
| CN205171302U (en) | Novel gardens floor file structure suitable for ancient tree protection is transplanted with megaphanerophyte | |
| CN207739092U (en) | Landscape ecology Pavement Construction | |
| JP4232960B2 (en) | Embedded solidified layer greening method | |
| CN212405193U (en) | Ecological protection structure suitable for high and steep side slope in cold area | |
| CN104695452A (en) | Slope greening system with drainage structure for preventing landslip caused by rainwater | |
| CN211523246U (en) | Falling zone plants protection solid slope string bag of green planting | |
| CN211713983U (en) | Ecological slope protection for water and soil conservation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |