CN205062824U - Rock slope greening structure - Google Patents

Rock slope greening structure Download PDF

Info

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
Application number
CN201520789832.6U
Other languages
Chinese (zh)
Inventor
严成斌
向贤镜
王明
陈琰
汤伟雄
石文杰
杨曼
袁强
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Guiyang Engineering Corp Ltd
Original Assignee
PowerChina Guiyang Engineering Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by PowerChina Guiyang Engineering Corp Ltd filed Critical PowerChina Guiyang Engineering Corp Ltd
Priority to CN201520789832.6U priority Critical patent/CN205062824U/en
Application granted granted Critical
Publication of CN205062824U publication Critical patent/CN205062824U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

A kind of rock slope greening structure
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.
CN201520789832.6U 2015-10-12 2015-10-12 Rock slope greening structure Active CN205062824U (en)

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
CN205062824U true CN205062824U (en) 2016-03-02

Family

ID=55389399

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520789832.6U Active CN205062824U (en) 2015-10-12 2015-10-12 Rock slope greening structure

Country Status (1)

Country Link
CN (1) CN205062824U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN202280064U (en) Protection structure for stone side slope with slope greater than 75 degrees
CN102839679B (en) Method for protecting vegetation of concrete slope
CN103343542A (en) Reorganization and expansion highway slope protection system
CN205382496U (en) Double -deck wire netting slope surface structure
CN203320535U (en) Rock slope green protection structure
CN102677651B (en) Method for ecological restoration of mountain
CN209703422U (en) A kind of river antiskid slope protection
CN205062824U (en) Rock slope greening structure
CN204466322U (en) Steep high rock slope hang type greening structure
CN203985355U (en) The longitudinal deep insertion filtration irrigation device of a kind of ancient tree
CN204540076U (en) A kind of energy-conservation cliff greening system
CN204608803U (en) A kind of bolt support high gradient slope is with planting raw groove structure
CN110158539A (en) A kind of suspension type Planting board and sand slope ecological slope protection system
CN111778927B (en) Hydraulic engineering protects bearing structure with ecological bank protection
CN203646186U (en) Net-hung type string bean cultivation shelf
CN205455001U (en) Snake gourd shed frame
CN208266862U (en) A kind of sleeve, anchor pole and slope protection system
CN204475306U (en) A kind of windbreak for the protection of trees vegetation
CN203457580U (en) Rock face ecological restoration lifting planting device
CN203523412U (en) Construction structure of landscape engineering of abandoned mine rock faces and abrupt slopes
CN207904795U (en) A kind of holder of support rockfall protecting net
CN207176704U (en) High stability plateau mountain region slope protection system
CN206418457U (en) A kind of Ecological Retaining Wall structure
CN204069837U (en) A kind of domatic artificial stairs device for greening side slope
CN104542086A (en) Planting frame for greenhouse

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant