CN203768919U - Porous planting and green restoring system for high and steep slope - Google Patents
Porous planting and green restoring system for high and steep slope Download PDFInfo
- Publication number
- CN203768919U CN203768919U CN201420096113.1U CN201420096113U CN203768919U CN 203768919 U CN203768919 U CN 203768919U CN 201420096113 U CN201420096113 U CN 201420096113U CN 203768919 U CN203768919 U CN 203768919U
- Authority
- CN
- China
- Prior art keywords
- planting
- anchor pole
- steel mesh
- mesh reinforcement
- high gradient
- 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.)
- Expired - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a porous planting and green restoring system for a high and steep slope. The system comprises a plurality of anchor rods, a reinforcing mesh, a plurality of planting pipes and a fixing layer, wherein the anchor rods are fixed in preset anchor rod positions; the reinforcing mesh is hung on the anchor rods; the planting pipes are fixed in the preset planting positions of the reinforcing mesh; and the reinforcing mesh is covered with the fixing layer which is used for fixing the reinforcing mesh and the planting pipes. The porous planting and green restoring system for the high and steep slope has the advantages as follows: not only can a requirement for stability of the high and steep slope be met, but also a requirement of plants for growing on the slope surface can be met; and moreover, plants can grow naturally, zero maintenance is achieved, and requirements for green restoring landscape effect and ecological environment restoration are met.
Description
Technical field
The utility model relates to the multiple green technology of a kind of high gradient slope porous plantation, refers more particularly to the new technology of the vegetation recovery of the hard covering surfaces of a kind of high gradient slope, belongs to a kind of ecological recovery technology under supersevereconditions.
Background technology
At present, the greatest factor that high gradient slope protection is considered is safety, stability, concrete form of structure mostly is: retaining wall, facing wall, sprayed mortar, anchor sprayed concrete, soil nail wall etc., the side slope surface of these form of structure all belongs to the form of hard covering, and the gradient is generally more than 70 ° or 70 °, vegetation can not recover naturally, and manual reversion is also very difficult, because such side slope lacks edaphic condition, nutrient condition and the moisture condition of plant growth simultaneously.Current high gradient slope multiple green mainly contains the multiple green side slope of climbing plant and the side slope protection surface green two kinds of forms of sowing grass seeds by duster again.The former, generally want several years just can obtain ideal effect, and the latter's root system of plant is also pricked less than depths, and plant growth and life-span are all affected, and have limited relevant engineering application and development.
Utility model content
The purpose of this utility model aims to provide the multiple green system of a kind of high gradient slope porous plantation, to overcome the defect that exists of above-mentioned prior art.
The utility model provides a kind of high gradient slope porous plantation multiple green system, comprises several anchor poles, steel mesh reinforcement, several planting tubes and fixed bed; Anchor pole is fixed on default anchor pole position; Steel mesh reinforcement hangs on anchor pole; Planting tube is fixed on the default planting location of steel mesh reinforcement; Fixed bed covers on steel mesh reinforcement, fixedly steel mesh reinforcement and planting tube.
Further, the utility model provides a kind of high gradient slope porous plantation multiple green system, can also have such feature: default anchor pole has bolthole on position, and the diameter of bolthole is greater than the diameter of anchor pole, and the length of bolthole is greater than the length of anchor pole.
Further, the utility model provides a kind of high gradient slope porous plantation multiple green system, can also have such feature: planting tube becomes 30 degree with horizontal plane angle.
Further, the utility model provides a kind of high gradient slope porous plantation multiple green system, can also have such feature: in the implantation hole of planting tube, have gap.
Further, the utility model provides a kind of high gradient slope porous plantation multiple green system, can also have such feature: fixed bed is layer of concrete or ragstone layer.
The beneficial effect of utility model
A kind of high gradient slope porous plantation green system again that provides of the present utility model, because squeeze into anchor pole in abrupt slope, steel mesh reinforcement is being fixed on anchor pole, planting tube is installed on this basis, steel mesh reinforcement and planting tube integral body are being fixed on abrupt slope, are creating the life condition of plant on abrupt slope.
A kind of high gradient slope porous plantation green system again that provides of the present utility model, because the position of anchor pole and implantation hole can be according to the factors such as requirement of the territorial environment of project their location, climatic characteristic and side slope protection, freely setup parameter, flexible and changeable, and range of application is large.
A kind of high gradient slope porous plantation green system again that provides of the present utility model, because the tubing that planting tube is hollow, material can select PVC, hard plastic, steel pipe etc. to form implantation hole, reserved gap on planting tube, institute so that natural precipitation and domatic flowing water enter in implantation hole, with the moisture condition that guarantees that plant growth is required.
A kind of high gradient slope porous plantation green system again that provides of the present utility model, because implantation hole is close to side slope, implantation hole is basic vertical with grade of side slope, slightly to updip.Planting tube and ground level are conducive to the production of plant at an angle.In planting tube, form locality more easily survive arbor, shrub, tendril, herbal greening for many years, overcome the long and spraying and seeding afforesting root system of traditional tendril greening timeliness and cannot penetrate the shortcoming in country rock, simple in structure.
So the stability requirement that provides the multiple green system of a kind of high gradient slope porous plantation should meet high gradient slope of the present utility model, can meet again plant and grow on domatic; And require plant energy self-sow, and reach zero maintenance, meet the requirement of multiple green landscape effect and Revegetation of Eco-environment.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the multiple green system of high gradient slope porous plantation of the present utility model.
Fig. 2 is the side schematic view of the multiple green system of high gradient slope porous plantation of the present utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
Fig. 1 is the schematic diagram of the multiple green system of high gradient slope porous plantation of the present utility model.
Fig. 2 is the side schematic view of the multiple green system of high gradient slope porous plantation of the present utility model.
As depicted in figs. 1 and 2, it is domatic that the gradient A of take is 70 degree is example, sets forth the multiple green system of high gradient slope porous plantation that the utility model provides.This system comprises: comprise several anchor poles 1, steel mesh reinforcement 3, several planting tubes 2 and fixed bed 4.
Anchor pole 1 is fixed on default anchor pole position, and steel mesh reinforcement 3 hangs on anchor pole 1, and planting tube 2 is fixed on the default planting location of steel mesh reinforcement 3, and fixed bed 4 covers on steel mesh reinforcement 3, fixedly steel mesh reinforcement 3 and planting tube 2.
Determining of anchor pole location parameter should be determined according to aspects such as country rock rate of decay, broken situation and side slope protection grades.The spacing L1 of every a line anchor pole position of the present embodiment is 1000 millimeters, and line space L2 is 1000 millimeters, and the anchor pole position of next line is in the centre of two anchor pole positions of lastrow.Anchor pole position can be adjusted according to actual conditions, can uniform setting also can non-uniform setting.
Default anchor pole has bolthole on position, and the diameter of bolthole is greater than the diameter of anchor pole, and the length of bolthole is greater than the length of described anchor pole.
Steel mesh reinforcement 3 in advance with reinforcing bar according to fixed the forming of stability requirement design size that meets side slope.Steel mesh reinforcement 3 hangs on anchor pole 1, and is close to side slope.
The default planting location of planting tube 2 can cover green requirement setting according to side slope, planting location in the present embodiment is that the planting location spacing L3 of every a line is 800 millimeters, line space L4 is 8000 millimeters, and the anchor pole position of next line, in the centre of two anchor pole positions of lastrow, is quincunx.
The tubing that planting tube 2 is hollow, material can select PVC, hard plastic, steel pipe etc. to form implantation hole.Reserved gap on planting tube, so that natural precipitation and domatic flowing water enters in implantation hole, with the moisture condition that guarantees that plant growth is required.The gap of the present embodiment is of a size of 50mm * 50mm, also can be according to parameter adjustments such as planting plants kind, water purification amounts.The length of planting tube 2 is greater than the thickness of fixed bed, the thickness of the Length Ratio fixed bed of general planting tube 2 large 50 millimeters more suitable.
With iron wire, planting tube 2 is fixing according to the planting location of setting in steel grid.In the time of fixedly, have gap end upwards, the implantation hole of the other end is close to side slope, and implantation hole is basic vertical with grade of side slope, slightly to updip.Planting tube and ground level be B at an angle, and 20 degree-70 degree, are the best results of 30 degree as optimized angle B.
Fixed bed is selected spray anchor slope protection concrete.Spray slope protection concrete 4, make steel mesh reinforcement 3 and planting tube 2 and side slope to be pretended form one.Concrete intensity meets the requirement of protection side slope surface, and jet thickness can be 150mm, and strength grade is C25.
In addition, fixed bed can also be selected the slabstone grouting.
The preparation method of the multiple green system of high gradient slope porous plantation, comprises the steps:
Steps A: anchor pole 1 is beaten in default anchor pole position in side slope.
On default anchor pole position, with pneumatic drilling machine drill bolthole, the slightly larger in diameter of bolthole is in the diameter of anchor pole 1, and the length of bolthole is slightly larger than the length of anchor pole 1.Select the model of the Stability Design requirement that meets side slope, the anchor pole 1 of length, squeezed in bolthole, complete the fixing of anchor pole 1.
Step B: steel mesh reinforcement is hung on anchor pole, make steel mesh reinforcement be close to side slope.
Steel mesh reinforcement 3 is hung on fixing anchor pole 1, use artificial or mechanical device that steel mesh reinforcement 3 is attached in side slope, and be welded and fixed.
Step C: planting tube is fixed on the default planting location of steel mesh reinforcement.
With iron wire, planting tube 2 is fixing according to the planting location of setting in steel grid.In the time of fixedly, have gap end upwards, the implantation hole of the other end is close to side slope, and implantation hole is basic vertical with grade of side slope, slightly to updip.Planting tube and ground level be B at an angle.
Step D: steel mesh reinforcement and planting tube are fixed in side slope.
Fixed bed covers on steel mesh reinforcement, and steel mesh reinforcement and described planting tube are fixed in side slope.
Before increasing fixed bed, with interim padding, planting tube is filled fullly, prevent that concrete will be filled in planting tube.
Step D-1: the foreign material in cleaning planting tube
When fixed bed is prepared in removing, concrete or slabstone that in planting tube, interim padding and mouth of pipe two ends are ejected into.
Step F: planting plants in planting tube.
In planting tube, clog plant base material, plant base material forms by planting raw sandy loam, water-loss reducer, stalk fibre, fertilizer and composite fertilizer, and seed development grow required nutrient and moisture can be provided.Seeds or the plantation of sowing grass seeds by duster and having chosen can be highly the sapling of 300mm.Guarantee that the interior evergreen tree of each implantation hole and deciduous tree respectively have a kind of evergreen to guarantee the four seasons.
Claims (5)
1. the multiple green system of high gradient slope porous plantation, is characterized in that: comprise several anchor poles, steel mesh reinforcement, several planting tubes and fixed bed;
Wherein, described anchor pole is fixed on default anchor pole position;
Described steel mesh reinforcement hangs on described anchor pole;
Described planting tube is fixed on the default planting location of described steel mesh reinforcement;
Described fixed bed covers on described steel mesh reinforcement, fixing described steel mesh reinforcement and described planting tube.
2. high gradient slope porous according to claim 1 is planted multiple green system, it is characterized in that: wherein, described default anchor pole has bolthole on position, and the diameter of described bolthole is greater than the diameter of described anchor pole, and the length of described bolthole is greater than the length of described anchor pole.
3. the multiple green system of high gradient slope porous plantation according to claim 1, is characterized in that: wherein, described planting tube becomes 30 degree with horizontal plane angle.
4. the multiple green system of high gradient slope porous plantation according to claim 1, is characterized in that: in the implantation hole of described planting tube, have gap.
5. the multiple green system of high gradient slope porous plantation according to claim 1, is characterized in that: wherein, described fixed bed is layer of concrete or ragstone layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420096113.1U CN203768919U (en) | 2014-03-04 | 2014-03-04 | Porous planting and green restoring system for high and steep slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420096113.1U CN203768919U (en) | 2014-03-04 | 2014-03-04 | Porous planting and green restoring system for high and steep slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203768919U true CN203768919U (en) | 2014-08-13 |
Family
ID=51286126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420096113.1U Expired - Fee Related CN203768919U (en) | 2014-03-04 | 2014-03-04 | Porous planting and green restoring system for high and steep slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203768919U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863165A (en) * | 2015-05-08 | 2015-08-26 | 昆明理工大学 | Ecological slope protective apparatus for rock slopes and applications thereof |
| CN105850553A (en) * | 2016-04-09 | 2016-08-17 | 成都易禧科技管理发展有限公司 | Green natural-like landfill-process pipelined filtering-type reclaiming and planting device system with intelligent water and fertilizer supply and method of installation and use |
| CN106665081A (en) * | 2016-12-28 | 2017-05-17 | 大连环复生态技术有限公司 | Structure and method for vertical mountain greening |
| CN107027607A (en) * | 2017-05-25 | 2017-08-11 | 济南大学 | A kind of multiple method for green for exposed hill of quarrying |
| CN107197666A (en) * | 2017-05-25 | 2017-09-26 | 济南大学 | A kind of long-acting multiple method for green of exposed hill of quarrying |
| CN107350267A (en) * | 2017-07-25 | 2017-11-17 | 上官秀丰 | A kind of method for administering debris dump airborne dust |
| CN115515772A (en) * | 2021-02-26 | 2022-12-23 | 坦萨国际公司 | Horizontal mechanically stabilized geogrid with improved geotechnical interaction |
-
2014
- 2014-03-04 CN CN201420096113.1U patent/CN203768919U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863165A (en) * | 2015-05-08 | 2015-08-26 | 昆明理工大学 | Ecological slope protective apparatus for rock slopes and applications thereof |
| CN105850553A (en) * | 2016-04-09 | 2016-08-17 | 成都易禧科技管理发展有限公司 | Green natural-like landfill-process pipelined filtering-type reclaiming and planting device system with intelligent water and fertilizer supply and method of installation and use |
| CN106665081A (en) * | 2016-12-28 | 2017-05-17 | 大连环复生态技术有限公司 | Structure and method for vertical mountain greening |
| CN107027607A (en) * | 2017-05-25 | 2017-08-11 | 济南大学 | A kind of multiple method for green for exposed hill of quarrying |
| CN107197666A (en) * | 2017-05-25 | 2017-09-26 | 济南大学 | A kind of long-acting multiple method for green of exposed hill of quarrying |
| CN107350267A (en) * | 2017-07-25 | 2017-11-17 | 上官秀丰 | A kind of method for administering debris dump airborne dust |
| CN115515772A (en) * | 2021-02-26 | 2022-12-23 | 坦萨国际公司 | Horizontal mechanically stabilized geogrid with improved geotechnical interaction |
| CN115515772B (en) * | 2021-02-26 | 2024-01-16 | 坦萨国际公司 | Horizontal mechanically stable geogrid with improved geotechnical interaction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203768919U (en) | Porous planting and green restoring system for high and steep slope | |
| CN106900342B (en) | Integrated semi-lithologic high slope vegetation reconstruction protection method | |
| CN204728349U (en) | A kind of precipitous rock slope ecological greening system | |
| CN102498875B (en) | Method for constructing shrub and grass plant communities on rocky slope and application thereof | |
| CN108589743B (en) | Ecological geogrid for slope protection | |
| CN204498898U (en) | Rock slope plants raw groove structure from infiltration | |
| CN105220698A (en) | A kind of rock slope ecological protection method | |
| CN204443323U (en) | Steep high rock slope pocket-type is from seeping water tape planting | |
| CN102839679B (en) | Method for protecting vegetation of concrete slope | |
| CN103924605A (en) | Sash girder ecological slope protection structure and construction method thereof | |
| CN102535484A (en) | Greening method of cement mortar anchoring and shotcreting side slope | |
| CN110541423A (en) | High-steep bare rock slope ecological restoration system and method | |
| CN107989050A (en) | A kind of device and construction method that moisture nutriment is fed for rock side slope greening vegetation and circulation | |
| CN108951667A (en) | A kind of green ecological side slope integrated reinforcing method | |
| CN102090255B (en) | Method for artificially inoculating cistanche deserticola | |
| CN203457579U (en) | Ecological restoration device for steep rocky side slopes | |
| CN203530993U (en) | Steel-bar mesh planting hole | |
| CN204466322U (en) | Steep high rock slope hang type greening structure | |
| CN111733834B (en) | Composite type greening device for repairing and greening damaged mountain | |
| CN106954404B (en) | Local isolating device in saline soil area | |
| CN202492851U (en) | Ecological seedbed protection slope structure | |
| CN203878596U (en) | Karst region slope nursing structure having irrigation function and water retention function | |
| CN111593750A (en) | Surface mine abrupt slope ecological restoration structure and restoration method | |
| CN208803473U (en) | A kind of protective slope structure on rock side slope | |
| CN104737738B (en) | Method of greening bare slope by utilizing local herbaceous plants |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 Termination date: 20170304 |