CN203840816U - Rock slope vegetation restoration structure - Google Patents
Rock slope vegetation restoration structure Download PDFInfo
- Publication number
- CN203840816U CN203840816U CN201320734637.4U CN201320734637U CN203840816U CN 203840816 U CN203840816 U CN 203840816U CN 201320734637 U CN201320734637 U CN 201320734637U CN 203840816 U CN203840816 U CN 203840816U
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- China
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- rock
- slope body
- zinc
- rhombus
- rock matter
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Cultivation Of Plants (AREA)
Abstract
The utility model relates to a rock slope vegetation restoration structure used for performing ecological vegetation restoration on a rock slope. Multiple rocks are arranged on the slope surface of the rock slope, the rock slope vegetation restoration structure comprises a rhombic galvanized mesh, anchors, a substrate layer, an auxiliary grass seed layer and a cover layer, the rhombic galvanized mesh is arranged on the slope surface of the rock slope, fixed on the rocks through the anchors and buried inside the substrate layer, the auxiliary grass seed layer is arranged on the substrate layer, and the cover layer is arranged on the auxiliary grass seed layer. The rock slope vegetation restoration structure guarantees stability of the slope by combination of vegetation protection and engineering protection, a stable growth substrate is provided for slope vegetation restoration, fast lawn formation is ensured, ecological vegetation restoration system construction and landscape rebuilding can be achieved effectively, permanent protection can be realized, and the rock slope vegetation restoration structure is attractive, durable and good in implementation effect.
Description
Technical field
The utility model relates to a kind of rock matter slope body and answers the green raw structure of planting, and belongs to ecosystem recovery field.
Background technology
High speed sustainable development along with China's economic, Development of China's Urbanization is constantly accelerated, the infrastructure constructions such as municipal administration, traffic (comprising highway, railway etc.), water conservancy, mine rapidly increase, add the uncontrolled exploitation of natural resources, cause primary landforms and vegetation considerable damage, there is a large amount of exposed geology, water and soil loss aggravation, environmental disruption is serious.For the reparation of ecology corridor, from initial stage Importing Foreign Advanced Technology, apply so far at present, according to the different geology and geomorphology feature of China and exposed topographical features etc., set up as comprehensive technology system such as trench digging grass planting method, three-dimension vegetative net, geotechnical grid, side slope spray attachment technology.And existing technology can not adapt to the restoration of the ecosystem of all regions, especially for the restoration of the ecosystem of rock matter slope body, at substrate composition, mix-seed-rate with sow grass seeds by duster the inadequate science of technology in the situation that, thereby cause rock matter slope body to occur the phenomenon of " 1 year green, 2 years Huang, 3 years famines ", the multiple green effect of impact.
Utility model content
The deficiency that the utility model exists for prior art just, provides a kind of rock matter slope body to answer the green raw structure of planting.
For addressing the above problem, technical solution adopted in the utility model is as follows:
A kind of rock matter slope body is answered the green raw structure of planting, rock matter slope body is carried out to zoology green-recovery, on rock matter slope body domatic, there is polylith rock, described rock matter slope body is multiple greenly plants raw structure and comprises the zinc-plated net of rhombus, holdfast, hypothallus, auxiliary grass seeds layer, cover layer, the zinc-plated net of rhombus is arranged on the domatic upper of rock matter slope body, and the zinc-plated net of rhombus is fixed on rock by holdfast; The zinc-plated net of rhombus is buried in hypothallus inside; Auxiliary grass seeds layer is set on hypothallus, on auxiliary grass seeds layer, cover layer is set.
The domatic spacing of the zinc-plated net of described rhombus and rock matter slope body is not less than 5cm.
The mesh of the zinc-plated net of described rhombus is 45mm * 45mm～50mm * 50mm, and the mesh wire diameter of the zinc-plated net of rhombus is φ 2mm～φ 3mm.
As the improvement of technique scheme, the mesh of the zinc-plated net of described rhombus is 45mm * 45mm～50mm * 50mm, and the mesh wire diameter of the zinc-plated net of rhombus is φ 2mm～φ 3mm.
As the improvement of technique scheme, described holdfast is the reinforcing bar of diameter 1cm～2cm, and its length is 45cm～75cm; The degree of depth that holdfast gos deep into rock is 35cm～65cm, on the body of the rock matter slope of 1m * 1m～1.2m * 1.2m, a holdfast is at least set.
As the improvement of technique scheme, the thickness of described hypothallus is 8cm～12cm.
As the improvement of technique scheme, described cover layer is a square quality 11g/m
215g/m
2nonwoven.
Compared with prior art, implementation result of the present utility model is as follows for the utility model:
Rock matter described in the utility model slope body is answered the green raw structure of planting, by vegetative protection and engineering protection, combine, guaranteed the stability of side slope, for Slope greening provides stable growth substrate, guarantee into level ground fast, can effectively reach zoology green-recovery system constructing and reshaping of landscape, can realize permanent protection, attractive and durable, implementation result is good.
Accompanying drawing explanation
Fig. 1 is rock matter described in the utility model slope body cross-sectional view;
Fig. 2 is the zinc-plated web frame schematic diagram of rhombus described in the utility model.
Embodiment
Content of the present utility model is described below in conjunction with specific embodiments.
As shown in Figure 1, be rock matter described in the utility model slope body cross-sectional view.Rock matter described in the utility model slope body, has polylith rock 10 more precipitous on domatic, in order to prevent that rock 10 from coming off, need to carry out zoology green-recovery to it.
On rock matter slope body domatic, the zinc-plated net 21 of rhombus is set, the mesh of the zinc-plated net 21 of rhombus is 45mm * 45mm～50mm * 50mm, and the mesh wire diameter of the zinc-plated net 21 of rhombus is φ 2mm～φ 3mm, and the spacing of the zinc-plated net 21 of rhombus and rock matter slope body is not less than 5cm.Avoid so zinc-plated net mesh too small, the soil moved in to improve the original of sowing grass seeds by duster is difficult for mesh to fill up completely, guarantees domatic contact completely.
On rock 10, with holdfast 50, carry out anchoring again.Holdfast 50 is the reinforcing bar of diameter 1cm～2cm, and its length is 45cm～75cm.The degree of depth that holdfast 50 gos deep into rock 10 is 35cm～65cm, on the body of the rock matter slope of 1m * 1m～1.2m * 1.2m, a holdfast 50 is at least set, and guarantees that holdfast 50 is fastened on rock 10.Holdfast 50 provides enough intensity for the zinc-plated net 21 of rhombus.
Complete after above work, spray attachment matrix form hypothallus 20 on the zinc-plated net 21 of rhombus, hypothallus 20 is the blending constituent of the materials such as grass seeds, turfy soil, humus soil (sieving), grass fiber, adhesive, water-loss reducer, fertilizer, and the thickness of hypothallus 20 is 8cm～12cm.Hypothallus 20 is buried in its inside by the zinc-plated net 21 of rhombus completely, as shown in Figure 2.
Auxiliary grass seeds layer 30 is set on hypothallus 20 again, and auxiliary grass seeds layer 30 comprises: the grass seeds such as alfalfa, horse sour jujube, shrubby flase indigo, Chinese sumac, masson pine, eryuelan, Festuca Arundinacea, Bermuda grass, and increase in right amount shrub grass seeds.Auxiliary grass seeds layer 30 is set, solves because hypothallus 20 is too thick or environmental condition problem causes the uneven problem in Ti Cheng level ground, rock matter slope.
On auxiliary grass seeds layer 30, cover layer 40 is set.Cover layer 40 is a square quality 11g/m
2～15g/m
2nonwoven, ensuring coverage layer 40 gas permeability are strong, with and water penetration, light transmission and shaded effect, guaranteed grass seeds bud ratio.
Rock matter described in the utility model slope body is answered the green raw structure of planting, by materials such as grass seeds, turfy soil, humus soil (sieving), grass fiber, adhesive, water-loss reducer, fertilizers after being uniformly mixed, application spraying machinery is ejected on the zinc-plated net 21 of rhombus of rock matter slope body, make hypothallus 20 closely knit, vegetable fiber plays the role of network of similar plants rhizome therein, brings up to have resistance to rainfall erosion, firmly and ventilative, basic with the near growth of table soil phase naturally.
Hypothallus 20 will netting anchoring be domatic combines with the zinc-plated net 21 of high-intensity rhombus in when construction, both can reinforce rock matter slope body and prevent that rubble from coming off, and can blend together with the matrix of spray attachment again one and prevent that matrix from coming off.When vegetation is after domatic formation covers; the zinc-plated net 21 of the root system of plant and rhombus is crisscross; on rock matter slope body domatic, formed interlaced the formed three-dimensional stereoscopic protective layer that has of the leaf by plant, stem, root system and a machine netting; and with domatic combining closely be an organic whole, finally reach the object that protection is domatic, repair vegetation and view.
Claims (6)
1. a rock matter slope body is answered the green raw structure of planting, rock matter slope body is carried out to zoology green-recovery, on rock matter slope body domatic, there is polylith rock (10), it is characterized in that, described rock matter slope body is multiple greenly plants raw structure and comprises the zinc-plated net of rhombus (21), holdfast (50), hypothallus (20), auxiliary grass seeds layer (30), cover layer (40), the zinc-plated net of rhombus (21) is arranged on the domatic upper of rock matter slope body, and the zinc-plated net of rhombus (21) is fixed on rock (10) by holdfast (50); The zinc-plated net of rhombus (21) is buried in hypothallus (20) inside; Auxiliary grass seeds layer (30) is set on hypothallus (20), on auxiliary grass seeds layer (30), cover layer (40) is set.
2. a kind of rock matter slope body is answered the green raw structure of planting as claimed in claim 1, it is characterized in that, the zinc-plated net of described rhombus (21) is not less than 5cm with the domatic spacing of rock matter slope body.
3. a kind of rock matter slope body is answered the green raw structure of planting as claimed in claim 1 or 2, it is characterized in that, the mesh of the zinc-plated net of described rhombus (21) is 45mm * 45mm～50mm * 50mm, and the mesh wire diameter of the zinc-plated net of rhombus (21) is φ 2mm～φ 3mm.
4. a kind of rock matter slope body is answered the green raw structure of planting as claimed in claim 1, it is characterized in that, described holdfast (50) is the reinforcing bar of diameter 1cm～2cm, and its length is 45cm～75cm; The degree of depth that holdfast (50) gos deep into rock (10) is 35cm～65cm, on the body of the rock matter slope of 1m * 1m～1.2m * 1.2m, a holdfast (50) is at least set.
5. a kind of rock matter slope body is answered the green raw structure of planting as claimed in claim 1, it is characterized in that, the thickness of described hypothallus (20) is 8cm～12cm.
6. a kind of rock matter slope body is answered the green raw structure of planting as claimed in claim 1, it is characterized in that, described cover layer (40) is a square quality 11g/m
2～15g/m
2nonwoven.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320734637.4U CN203840816U (en) | 2013-11-20 | 2013-11-20 | Rock slope vegetation restoration structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320734637.4U CN203840816U (en) | 2013-11-20 | 2013-11-20 | Rock slope vegetation restoration structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203840816U true CN203840816U (en) | 2014-09-24 |
Family
ID=51553900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320734637.4U Expired - Fee Related CN203840816U (en) | 2013-11-20 | 2013-11-20 | Rock slope vegetation restoration structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203840816U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104885827A (en) * | 2015-05-07 | 2015-09-09 | 四川大学 | High and steep slope vegetation recovery structure |
| CN105155560A (en) * | 2015-09-30 | 2015-12-16 | 宏大国源（芜湖）资源环境治理有限公司 | Protecting structure and protecting method used for greening high-steep rock slope |
| CN105862888A (en) * | 2016-04-20 | 2016-08-17 | 中国水利水电第十工程局有限公司 | Comprehensive protecting method for high and steep rock slopes |
| CN109566290A (en) * | 2019-01-10 | 2019-04-05 | 辽宁大学 | A kind of Mine production side slope vegetation restorative procedure |
| CN110042846A (en) * | 2019-03-11 | 2019-07-23 | 昆明理工大学 | A kind of construction method of the increase soil moved in improve the original stability suitable for high precipitous rock slope |
| CN110432058A (en) * | 2019-08-14 | 2019-11-12 | 三峡大学 | A kind of greening method of pole gradient slope |
-
2013
- 2013-11-20 CN CN201320734637.4U patent/CN203840816U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104885827A (en) * | 2015-05-07 | 2015-09-09 | 四川大学 | High and steep slope vegetation recovery structure |
| CN105155560A (en) * | 2015-09-30 | 2015-12-16 | 宏大国源（芜湖）资源环境治理有限公司 | Protecting structure and protecting method used for greening high-steep rock slope |
| CN105862888A (en) * | 2016-04-20 | 2016-08-17 | 中国水利水电第十工程局有限公司 | Comprehensive protecting method for high and steep rock slopes |
| CN105862888B (en) * | 2016-04-20 | 2018-05-11 | 中国水利水电第十一工程局有限公司 | A kind of comprehensive protecting method of high precipitous rock slope |
| CN109566290A (en) * | 2019-01-10 | 2019-04-05 | 辽宁大学 | A kind of Mine production side slope vegetation restorative procedure |
| CN110042846A (en) * | 2019-03-11 | 2019-07-23 | 昆明理工大学 | A kind of construction method of the increase soil moved in improve the original stability suitable for high precipitous rock slope |
| CN110432058A (en) * | 2019-08-14 | 2019-11-12 | 三峡大学 | A kind of greening method of pole gradient slope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140924 Termination date: 20161120 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |