CN204185870U - A kind of slope green guard system utilizing vetiver - Google Patents
A kind of slope green guard system utilizing vetiver Download PDFInfo
- Publication number
- CN204185870U CN204185870U CN201420643564.2U CN201420643564U CN204185870U CN 204185870 U CN204185870 U CN 204185870U CN 201420643564 U CN201420643564 U CN 201420643564U CN 204185870 U CN204185870 U CN 204185870U
- Authority
- CN
- China
- Prior art keywords
- slope
- retaining wall
- vetiver
- anchor pole
- lattice beam
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The purpose of this utility model is to provide a kind of slope green guard system utilizing vetiver, comprise retaining wall, retaining wall stands on toe and the junction, road surface on slope, the bottom of retaining wall is provided with a first row ditch along retaining wall, the water stayed from slope flows in first row ditch drains, prevent water from flowing on road surface, ramped surfaces is provided with concrete net lattice beam, concrete net lattice beam cross-sectional sizes is 300 × 400mm, the crosspoint on each limit of concrete net lattice beam and one end of anchor pole are fixed together, anchor pole is reinforced anchor bolt, bolt diameter is 25-35mm, length is 1-5m, anchor pole inserts in slope, domatic vertical with slope, slope Po Ding is provided with second row ditch, second row ditch is arranged along slope, plant in concrete net lattice beam and be implanted with vetiver.The beneficial effects of the utility model be side slope in conjunction with vetiver, can retaining and artificial pipe support convenient.
Description
Technical field
The utility model belongs to the side slope protection technical field of highway, railway and hydraulic engineering, relates to a kind of slope green guard system utilizing vetiver.
Background technology
Often want a large amount of excavation, embankment in the engineering constructions such as highway, railway, water conservancy, form a large amount of bare side slopings, thus bring as series of environmental problems such as soil erosion, landslide, mud-rock flows.Traditional slope retaining technology has concrete or masonry retaining walls, Soil Nail Retaining Wall, anchor sprayed concrete.The bricklaying engineering measure that these traditional slope support methods adopt cost higher, thus have impact on carrying out comprehensively and continuing to carry out of water and soil conservation, if and the side slope that formed of these engineerings is recovered its ecological homeostasis by power of nature and is usually needed long time, not only destroy the ecological vegetation of original environment, the more important thing is the destruction causing ecoscape.
Current reinforced by plants common method has: grassed slope, hydraulic sprinkle value grass technology, three-dimension vegetative net bank protection, alien earth sparging, existing preventive works side slope is general all steeper, and mostly be stone matter or lack soil, lack of water source or the foster difficulty of artificial pipe, plant adaptability is poor, general turf survival rate is low, and some turf or Spray turfing afforestation effect is good in early days, but after 3-5, afforestation effect is lost substantially.And the cost of spray seeding technique is higher, often for construction costs can not accept.
Utility model content
The purpose of this utility model is to provide a kind of slope green guard system utilizing vetiver, solves existing protection side slope general all comparatively steep, and mostly is stone matter or lacks the problem that difficulty supported by soil, lack of water source or artificial pipe.
The technical scheme that the utility model adopts comprises retaining wall, retaining wall stands on toe and the junction, road surface on slope, the bottom of retaining wall is provided with a first row ditch along retaining wall, the water stayed from slope flows in first row ditch drains, prevent water from flowing on road surface, ramped surfaces is provided with concrete net lattice beam, concrete net lattice beam cross-sectional sizes is 300 × 400mm, the crosspoint on each limit of concrete net lattice beam and one end of anchor pole are fixed together, anchor pole is reinforced anchor bolt, bolt diameter is 25-35mm, length is 1-5m, anchor pole inserts in slope, domatic vertical with slope, slope Po Ding is provided with second row ditch, second row ditch is arranged along slope, plant in concrete net lattice beam and be implanted with vetiver.
Further, described retaining wall is M7.5 cemented rock structure, and block stone intensity is not less than 30MPa, and retaining wall height is 0-3m.
Further, described second row ditch is mortar flag stone structure, cross section is inverted trapezoidal.
Further, described anchor pole is arranged when the gradient is greater than 45 °.
The beneficial effects of the utility model be side slope in conjunction with vetiver, can retaining and artificial pipe support convenient.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
The utility model comprises retaining wall 1 as shown in Figure 1, retaining wall 1 stands on toe and the junction, road surface 3 on slope 2, the bottom of retaining wall 1 is provided with a first row ditch 4 along retaining wall 1, the water stayed from slope 2 flows in first row ditch 4 drains, prevent water from flowing on road surface 3, retaining wall 1 is M7.5 cemented rock structure, and block stone intensity is not less than 30MPa, the intensity of such retaining wall 1 meets the protection needs on slope, existing most of road surface completely, and the domatic phenomenon that collapses can not occur.Retaining wall 1 is highly 0-3m, and concrete height can be arranged according to side slope topographic features; Surface, slope 2 is provided with concrete net lattice beam 5, concrete net lattice beam 5 cross-sectional sizes is 300 × 400mm, the crosspoint on each limit of concrete net lattice beam 5 and one end of anchor pole 6 are fixed together, anchor pole 6 is reinforced anchor bolt, anchor pole 6 diameter is 25-35mm, length is 1-5m, it is interior, domatic vertical with slope 2 that anchor pole 6 inserts in slope 2, several anchor poles 6 are inserted by concrete net lattice beam 5 with in slope 2, strengthen the intensity on slope 2, make the soil body on slope 2 be not easy to drop, phenomenon of caving in is less likely to occur on slope 2.In order to save cost, also can anchor pole 6 being set as required, anchor pole 6 can being set when the gradient is greater than 45 °.
Slope Po Ding is provided with second row ditch 7, and second row ditch 7 is mortar flag stone structure, cross section is inverted trapezoidal, plants and be implanted with vetiver 8 in concrete net lattice beam 5.Vetiver 8 is adaptable, and growth and breeding is fast, well developed root system, can play the effect well conserving water and soil and run off to slope 2.The permanent protection on slope 2, the water and soil conservation on slope, road surface are played a good role.And very attractive in appearance, reduce the adverse effect of engineering construction to ecological environment.
Slope green guard system of the present utility model, its construction sequence is as follows:
1, build the retaining wall 1 of toe by laying bricks or stones, the height of retaining wall 1 is arranged according to topographic features.
2, slope 2 is repaired by the slope ratio arranging needs, and construction drainage system, i.e. first row ditch 4 and second row ditch 7.
3, carry out anchor pole 6 to construct (arranging anchor pole when the gradient is greater than 45 °), the length of anchor pole 6 is arranged according to the degree of depth of slope sliding body.
4, the construction of concrete net lattice beam 5 is carried out.
5, slope 2 surface grafting vetiver 8, and maintenance is carried out.
The utility model provides the slope protection system of a kind of safe and reliable, environmental protection, low cost, and have applicability wide, security reliability is high, the feature that the ability that prevents erosion is strong, and environmental protection, overhead cost are low.Rigid grid safeguard procedures, in conjunction with the flourishing root system of vetiver, can, at the quick formation in side slope surface one deck overcoat, reduce slope failure and slope wash, and artificial pipe be conveniently foster.Effect was for up to more than 50 years.
The above is only to better embodiment of the present utility model, not any pro forma restriction is done to the utility model, every according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and modification, all belong in the scope of technical solutions of the utility model.
Claims (4)
1. one kind utilizes the slope green guard system of vetiver, it is characterized in that: comprise retaining wall (1), retaining wall (1) stands on toe and road surface (3) junction on slope (2), the bottom of retaining wall (1) is provided with a first row ditch (4) along retaining wall (1), drain in water inflow first row ditch (4) that slope (2) stay, prevent water from flowing on road surface (3), slope (2) surface is provided with concrete net lattice beam (5), concrete net lattice beam (5) cross-sectional sizes is 300 × 400mm, the crosspoint on concrete net lattice beam (5) each limit and one end of anchor pole (6) are fixed together, anchor pole (6) is reinforced anchor bolt, anchor pole (6) diameter is 25-35mm, length is 1-5m, anchor pole (6) inserts in slope (2), domatic vertical with slope (2), slope Po Ding is provided with second row ditch (7), second row ditch (7) is arranged along slope (2), plant in concrete net lattice beam (5) and be implanted with vetiver (8).
2. according to the slope green guard system utilizing vetiver a kind of described in claim 1, it is characterized in that: described retaining wall (1) is not less than 30MPa for M7.5 cemented rock structure, block stone intensity, and retaining wall (1) is highly 0-3m.
3. according to the slope green guard system utilizing vetiver a kind of described in claim 1, it is characterized in that: described second row ditch (7) is mortar flag stone structure, cross section is inverted trapezoidal.
4. according to the slope green guard system utilizing vetiver a kind of described in claim 1, it is characterized in that: described anchor pole (6) is arranged when the gradient is greater than 45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420643564.2U CN204185870U (en) | 2014-10-30 | 2014-10-30 | A kind of slope green guard system utilizing vetiver |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420643564.2U CN204185870U (en) | 2014-10-30 | 2014-10-30 | A kind of slope green guard system utilizing vetiver |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204185870U true CN204185870U (en) | 2015-03-04 |
Family
ID=52617881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420643564.2U Active CN204185870U (en) | 2014-10-30 | 2014-10-30 | A kind of slope green guard system utilizing vetiver |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204185870U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113517A (en) * | 2015-08-13 | 2015-12-02 | 湖南中大园林环境科技有限公司 | Technology for treating construction dreg site and side slope accumulation with vetiver grass |
| CN106013191A (en) * | 2016-07-11 | 2016-10-12 | 杭州江润科技有限公司 | Environmental-friendly grass concrete highway slope protection structure and construction method thereof |
| CN108575578A (en) * | 2018-03-21 | 2018-09-28 | 新疆新城园林生态开发有限公司 | A kind of implantation methods of hillside fields greening |
| CN111990189A (en) * | 2020-08-31 | 2020-11-27 | 西南科技大学 | Mine broken stone slope ecological restoration method driven by vetiver grass |
-
2014
- 2014-10-30 CN CN201420643564.2U patent/CN204185870U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113517A (en) * | 2015-08-13 | 2015-12-02 | 湖南中大园林环境科技有限公司 | Technology for treating construction dreg site and side slope accumulation with vetiver grass |
| CN106013191A (en) * | 2016-07-11 | 2016-10-12 | 杭州江润科技有限公司 | Environmental-friendly grass concrete highway slope protection structure and construction method thereof |
| CN106013191B (en) * | 2016-07-11 | 2018-06-15 | 杭州江润科技有限公司 | Environment-friendly type grass planting Concrete Highway protective slope structure and construction method |
| CN108575578A (en) * | 2018-03-21 | 2018-09-28 | 新疆新城园林生态开发有限公司 | A kind of implantation methods of hillside fields greening |
| CN111990189A (en) * | 2020-08-31 | 2020-11-27 | 西南科技大学 | Mine broken stone slope ecological restoration method driven by vetiver grass |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203403426U (en) | Supporting structure of expensive earth road cutting side slope | |
| CN105484275A (en) | Reinforced anchoring ecological restoration system for high and steep slag-discarding side slope of wind power plant in mountainous area | |
| CN204185870U (en) | A kind of slope green guard system utilizing vetiver | |
| CN104532868B (en) | High abrupt change shape sloped region bridge anchor pull-type high cap pile group basis construction method | |
| CN106149625B (en) | A kind of ecological self-purification type landscape revetment reconstruction structure and its construction method | |
| CN104234061A (en) | Reinforced ecological concrete revetment and construction method thereof | |
| CN103437370A (en) | Method and supporting structure for slip resisting and soil retaining of abrupt slope | |
| CN207176700U (en) | A kind of solid matter perfusion inner support of pile foundation ditch permanent support structure under complex environment | |
| CN206698856U (en) | One kind greening flower trough | |
| CN206438465U (en) | A kind of ecological self-purification type landscape revetment reconstruction structure | |
| CN108104141A (en) | A kind of highway Rock High Slope anchor pole pregroove marks safeguard structure and its engineering method | |
| CN204023588U (en) | A kind of pervious ecological protective slope structure | |
| CN205296069U (en) | Cast -in -place ecological concrete bank protection of living type of planting | |
| CN210459280U (en) | Drip irrigation type plant-planting ecological earth-retaining giant block and paving structure thereof | |
| CN113216224A (en) | Gravel soil slope greening technology for open-pit mining of green mine | |
| CN203452087U (en) | Abrupt slope antiskid soil retaining supporting structure | |
| CN203716160U (en) | Prefabricated concrete hollow framework slope protection structure | |
| CN207987935U (en) | A kind of highway Rock High Slope anchor pole pregroove marks safeguard structure | |
| CN103046563B (en) | Ecological landscape slope system conducive to implementation of artistical wall painting | |
| CN206418460U (en) | Ecological slope protection structure | |
| CN204690782U (en) | Mutual embedding reinforcement formula Ecological Retaining Wall | |
| CN111335336A (en) | Slope greening construction auxiliary device is administered to massif | |
| CN104234037A (en) | Octagonal secant water-stop square pile for supporting | |
| CN104264696A (en) | Arid desert region soil engineering slope bandicoot-caused damage prevention and control method | |
| CN219315762U (en) | Road slope protection structure of land wind farm |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Luo Xiaoyong Inventor after: Lu Ji Inventor before: Luo Xiaoyong |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20170210 Address after: 410205 Hunan province Changsha Changsha city high tech Development Zone No. 166 yuan Lu Valley Office of research and development 101 two floor Patentee after: HUNAN ZHONGDA GARDEN ENVIRONMENT TECHNOLOGY CO., LTD. Patentee after: Huaneng Group Lancang River hydropower limited company Address before: 410205 Hunan province Changsha Changsha city high tech Development Zone No. 166 yuan Lu Valley Office of research and development 101 two floor Patentee before: HUNAN ZHONGDA GARDEN ENVIRONMENT TECHNOLOGY CO., LTD. |