CN205062824U - Rock slope greening structure - Google Patents
Rock slope greening structure Download PDFInfo
- Publication number
- CN205062824U CN205062824U CN201520789832.6U CN201520789832U CN205062824U CN 205062824 U CN205062824 U CN 205062824U CN 201520789832 U CN201520789832 U CN 201520789832U CN 205062824 U CN205062824 U CN 205062824U
- Authority
- CN
- China
- Prior art keywords
- rock slope
- side slope
- soil
- anchor pole
- rock
- 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
- 239000011435 rock Substances 0.000 title claims abstract description 45
- 239000002689 soil Substances 0.000 claims abstract description 20
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 abstract 2
- 238000004162 soil erosion Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000003020 moisturizing effect Effects 0.000 description 3
- 230000008635 plant growth Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a rock side slope afforestation structure, including setting up concrete base, the perpendicular cartridge in rock side slope bottom and interval arrangement's stock, the stock front end stretches out rock side slope and stock front end and upwards buckles 90, and a geogrid is placed on rock side slope surface, and geogrid is through adding muscle area fixed connection on the stock, fills organic soil in the geogrid, arranges a plurality of interval arrangement's geomembrane in the soil. The utility model discloses a set up the base bottom the side slope, utilize the supporting role of rock side slope support stock, through adding being connected of muscle area and geogrid, form stable bearing structure, can effectively prevent soil erosion and water loss.
Description
Technical field
The utility model relates to a kind of rock slope greening structure.
Background technology
In prior art, the greening of rock slope adopts side slope linked network pattern substantially, first in side slope, hang up one deck net, then at the soil of online spraying containing cementing agent, the mud of filling with seed, realize greening side slope after plant growth, but the soil that side slope linked network carries is thinner, under rainwash, soil is easy to run off, and causes greening to be lost efficacy.Also have a kind of method to be that platform is set in rock slope at present, on platform, then lay the soil being applicable to plant growth; Also have another kind of method to be hole in rock slope, clog soil in hole, to reach the effect of greening side slope.It is comparatively large all to there is difficulty of construction in these two kinds of methods, the shortcoming that cost is high.Therefore, rock slope greening technique has much room for improvement.
Utility model content
The utility model aims to provide a kind of rock slope greening structure, easily runs off, difficulty of construction is large, high in cost of production problem with the soil solved existing for conventional rock greening side slope.
The utility model is achieved by following technical solution:
A kind of rock slope greening structure, comprise be arranged on rock slope bottom concrete pedestal, to be vertically inserted in rock slope and spaced apart anchor pole, rock slope is stretched out and anchor pole front end upwards 90-degree bent in anchor pole front end, a geo-grid is placed on described rock slope surface, geo-grid is fixedly connected on anchor pole by reinforced bands, fill organic soil in geo-grid, in soil, arrange some spaced apart geomembranes.
The length that rock slope is stretched out in described anchor pole front end is 0.5m.
Described concrete pedestal is vertically arranged and thickness is 1-1.5m.
Described geomembrane is U-shaped structure.
Described geomembrane spacing is 2m.
The beneficial effects of the utility model are:
Compared with prior art, the rock slope greening structure that the utility model provides, by arranging pedestal bottom side slope, utilize the supporting role of rock slope support anchor rod, by the connection of reinforced bands and geo-grid, form stable braced structures, can effectively prevent erosion.And U geomembrane is set due to soil inside, be conducive to the moisturizing of soil, there is significant drought resistance function.The advantages such as it is little that the utility model has risk, simple, convenient and practical, and cost is lower, are suitable for applying of side slope protection field.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: 1-rock slope, 2-anchor pole, 3-concrete pedestal, 4-geo-grid, 5-reinforced bands, 6-geomembrane.
Detailed description of the invention
Below in conjunction with accompanying drawing, the technical solution of the utility model is described further, but described in required protection domain is not limited to;
As shown in Figure 1, the rock slope greening structure that the utility model provides, comprise be arranged on rock slope 1 bottom concrete pedestal 3, to be vertically inserted in rock slope 1 and spaced apart anchor pole 2, rock slope 1 is stretched out and anchor pole 2 front end upwards 90-degree bent in anchor pole 2 front end, a geo-grid 4 is placed on described rock slope 1 surface, geo-grid 4 is fixedly connected on anchor pole 2 by reinforced bands 5, fills organic soil in geo-grid 4, arranges some spaced apart geomembranes 6 in soil.
Fix geo-grid 4 in order to newspaper anchor pole 2 has sufficient length, the length that rock slope 1 is stretched out in described anchor pole 2 front end is 0.5m.
In order to ensure the stability of the utility model structure, described concrete pedestal 3 vertically arranges and thickness is 1-1.5m.
In order to improve soil moisturizing effect, described geomembrane 6 is U-shaped structure.
In order to ensure the uniformity of soil moisturizing, described geomembrane 6 spacing is 2m.
During construction, the support anchor rod 2 be fitted with in rock slope 1 exposes 0.5m, and end upwards bends 90 degree, arranges stable concrete pedestal 3 bottom rock slope 1, concrete pedestal 3 vertically arranges and thickness is 1m-1.5m, and height is determined according to the inclination angle of rock slope 1 and the thickness banketed.Then in rock slope 1, lay geo-grid 4, geo-grid 4 gradient is identical with rock slope 1.Adopt reinforced bands 5 geo-grid 4 to be connected with anchor pole 2, reinforced bands 5 one end need be fixed through the grid hole of geo-grid 4, and the other end and anchor pole 2 are fixed.Between geo-grid 4 and rock slope 1, fill organic soil, lay U-shaped geomembrane 6 in soil, geomembrane 6 spacing is 2m, can plant green plants after installation.
Claims (5)
1. a rock slope greening structure, it is characterized in that: comprise the concrete pedestal (3) being arranged on rock slope (1) bottom, vertically to be inserted in rock slope (1) and spaced apart anchor pole (2), rock slope (1) is stretched out and anchor pole (2) front end upwards 90-degree bent in anchor pole (2) front end, a geo-grid (4) is placed on described rock slope (1) surface, geo-grid (4) is fixedly connected on anchor pole (2) by reinforced bands (5), geo-grid fills organic soil in (4), some spaced apart geomembranes (6) are arranged in soil.
2. rock slope greening structure according to claim 1, is characterized in that: the length that rock slope (1) is stretched out in described anchor pole (2) front end is 0.5m.
3. rock slope greening structure according to claim 1, is characterized in that: described concrete pedestal (3) vertically arranges and thickness is 1-1.5m.
4. rock slope greening structure according to claim 1, is characterized in that: described geomembrane (6) is U-shaped structure.
5. rock slope greening structure according to claim 1, is characterized in that: described geomembrane (6) spacing is 2m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520789832.6U CN205062824U (en) | 2015-10-12 | 2015-10-12 | Rock slope greening structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520789832.6U CN205062824U (en) | 2015-10-12 | 2015-10-12 | Rock slope greening structure |
Publications (1)
Publication Number | Publication Date |
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CN205062824U true CN205062824U (en) | 2016-03-02 |
Family
ID=55389399
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520789832.6U Active CN205062824U (en) | 2015-10-12 | 2015-10-12 | Rock slope greening structure |
Country Status (1)
Country | Link |
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CN (1) | CN205062824U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111236271A (en) * | 2020-01-15 | 2020-06-05 | 山西省第五地质工程勘察院 | Slope ecological restoration system and method |
-
2015
- 2015-10-12 CN CN201520789832.6U patent/CN205062824U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111236271A (en) * | 2020-01-15 | 2020-06-05 | 山西省第五地质工程勘察院 | Slope ecological restoration system and method |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant |