CN204590045U - A kind of rock side slope lattice ecological safeguard structure - Google Patents
A kind of rock side slope lattice ecological safeguard structure Download PDFInfo
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- CN204590045U CN204590045U CN201520087367.1U CN201520087367U CN204590045U CN 204590045 U CN204590045 U CN 204590045U CN 201520087367 U CN201520087367 U CN 201520087367U CN 204590045 U CN204590045 U CN 204590045U
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- Prior art keywords
- lattice
- side slope
- safeguard structure
- rock side
- wire mesh
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to ecological protection technology field, refer in particular to a kind of rock side slope lattice ecological safeguard structure, comprise the concrete lattice being arranged at side slope surface, concrete lattice to be intersected with some vertical lattice girders by some horizontal lattice girders and forms, and form several sashes, each crosspoint is equipped with anchor pole, in sash, is provided with spilled water hole, ecology bag, galvanized wire mesh and plant cover concrete.The utility model can improve side slope skid resistance, ensure that side slope safety, and provides the long-living environment of good vegetation, ensure that the normal growth of vegetation, ensure that the afforestation effect of side slope.
Description
Technical field
The utility model relates to ecological protection technology field, refers in particular to a kind of rock side slope lattice ecological safeguard structure.
Background technology
Along with the fast development of China's economic development, while formation place, railway bed, highway subgrade, inevitably need excavation rock side slope.
At present, generally all there is following several defect in the safeguard procedures being directed to rock side slope: 1, adopts the closed measures such as sprayed mortar, form the domatic impact of black attractive in appearance, but but affect attractive in appearance; 2, adopt active protecting net protection, the later stage is broken to be fallen to being not only difficult to cleaning, and costly; 3, do not protect domatic slightly finishing of excavation, the intensification along with side slope rate of decay there will be slope instability phenomenon; 4, adopt common rock slope greening technology, because its basic unit is thin, vegetation growth environment is poor, and the later stage must water for a long time, and vegetation could survive under severe conditions.
Utility model content
For above problem, the utility model provides a kind of rock side slope lattice ecological safeguard structure, effectively reduces the enforcement difficulty of engineering, and investment and the later stage of having saved engineering are convenient to safeguard.
To achieve these goals, the technical solution adopted in the utility model is as follows:
A kind of rock side slope lattice ecological safeguard structure, comprise the concrete lattice being arranged at side slope surface, described concrete lattice to be intersected with some vertical lattice girders by some horizontal lattice girders and forms, and form several sashes, each crosspoint of described some horizontal lattice girders and some vertical lattice girders is equipped with anchor pole, in described sash, is provided with spilled water hole, ecology bag, galvanized wire mesh and plant cover concrete.
Further, below plant cover concrete, be embedded with galvanized wire mesh, below galvanized wire mesh, be embedded with some ecology bags.
Further, galvanized wire mesh is fixedly embedded in below plant cover concrete by some stay hooks.
Further, some ecology bags are embedded in below galvanized wire mesh with overlapped way, and some ecology bags are built with sand soil, and some ecology bags are fixedly connected with by ecology bag snap close.
Further, anchor pole is total length binding type anchor pole, and under anchor pole one end is embedded in lattice beam, anchor pole other end dew is located on lattice beam.
Further, spilled water hole is arranged through plant cover concrete, galvanized wire mesh, some ecology bags, is embedded with flexible porous tube and is connected with flexible porous tube in spilled water hole.
Further, some ecology bags and plant cover concrete external surface distance are 10cm.
Further, plant cover concrete is made up of basic unit and surface layer, and plant cover concrete thickness is 10cm, and groundwork thickness is 6cm, and surface thickness is 4cm.
Further, described rock side slope ratio of slope is not suddenly in 1:0.75.
The beneficial effects of the utility model:
The utility model adopts concrete lattice to be intersected with some vertical lattice girders by some horizontal lattice girders to form, and form several sashes, crosspoint is provided with anchor pole, spilled water hole, ecology bag, galvanized wire mesh and plant cover concrete is provided with in sash, side slope skid resistance can be improved, ensure that side slope safety, and provide the long-living environment of good vegetation, ensure that the normal growth of vegetation, ensure that the afforestation effect of side slope.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure floor map;
Fig. 2 is the utility model structure sectional view.
In figure: 1, anchor pole; 2, horizontal lattice girder; 3, vertical lattice girder; 4, plant cover concrete; 5, spilled water hole; 6, stay hook; 7, ecology bag; 8, ecology bag snap close; 9, galvanized wire mesh; 10, concrete lattice; 20, sash; 41 surface layers; 42, basic unit; 51, flexible porous tube.
Detailed description of the invention
Below in conjunction with accompanying drawing and embodiment, the technical solution of the utility model is described.
As shown in Figure 1, a kind of rock side slope lattice ecological safeguard structure described in the utility model, comprise the concrete lattice 10 being arranged at side slope surface, concrete lattice 10 to be intersected with some vertical lattice girders 3 by some horizontal lattice girders 2 and forms, and form several sashes 20, each crosspoint is equipped with anchor pole 1, in sash 20, is provided with spilled water hole 5, ecology bag 7, galvanized wire mesh 9 and plant cover concrete 4.The above forms the utility model basic structure.
The utility model preferably adopts Top-down Construction Technique scheme, construction safety is ensure that when constructing, reduce engineering difficulty, adopt anchor pole lattice ecological safeguard structure, effectively improve the skid resistance of side slope, effectively ensure that side slope safety, and spilled water hole 5 is provided with in sash 20, ecology bag 7, galvanized wire mesh 9 and plant cover concrete 4, good growing environment is provided to vegetation, ensure vegetation normal growth, play the afforestation effect of rock side slope, plant cover concrete 4 basic unit described in the utility model is by cement, concrete green additive, 90% dry powder soil, 10% sand, 5 kinds of materials such as humus are trembled conjunction and are formed.
As shown in Figure 2, below plant cover concrete 4 described in the utility model, be embedded with galvanized wire mesh 9, below galvanized wire mesh 9, be embedded with some ecology bags 7.Ground under general subgrade is unstable natural slide mass, domatic rock can be limited because of weathering off and rockfall by galvanized wire mesh 9 to collapse, play reinforcement effect, ecology bag 7 has moisture resistant, resist chemical, antibiont degraded and animal damage, anti-purple macromolecule, uvioresistant, in slope project, the material such as stone, cement can be substituted completely.
Preferably, galvanized wire mesh 9 described in the utility model is fixedly embedded in below plant cover concrete 4 by some stay hooks 6.By stay hook 6, galvanized wire mesh 9 is fixedly connected with, avoids galvanized wire mesh 9 to be shifted.
Some ecology bags 7 described in the utility model are embedded in below galvanized wire mesh 9 with overlapped way, and some ecology bags 7 are built with sand soil, and some ecology bags 7 are fixedly connected with by ecology bag snap close 8.Ecology bag 7 landing can be avoided by ecology bag snap close 8.
Anchor pole 1 described in the utility model is total length binding type anchor pole, and under lattice beam is located in anchor pole 1 one end, anchor pole 1 other end is located on lattice beam.Anchor pole 1, as the tensional element going deep into stratum, its role is to effectively to limit ground and departs from substance, add the cohesiveness of Rock And Soil simultaneously.
Spilled water hole 5 described in the utility model is arranged through plant cover concrete 4, galvanized wire mesh 9, some ecology bags 7, is embedded with flexible porous tube 51 in spilled water hole 5.The effect of spilled water hole 5 is can for the advantage of excretion underground water, and the underground water that spilled water hole 5 is drained can be supplied to vegetation growth, provides good growing environment, ensures vegetation normal growth.
Preferably, the spacing between adjacent two stay hooks 6 described in the utility model is 30cm, and stay hook 6 is 5cm with plant cover concrete 4 external surface distance.
Preferably, some ecology bags 7 described in the utility model are 10cm with plant cover concrete 4 external surface distance.
Preferably, plant cover concrete 4 described in the utility model is made up of with surface layer 41 basic unit 42, and plant cover concrete 4 thickness is 10cm, and basic unit 42 thickness is 6cm, and surface layer 41 thickness is 4cm.
Preferably, rock side slope ratio of slope described in the utility model is not suddenly in 1:0.75.Rock slope adopts such design effectively can reduce construction costs.
Be more than the utility model preferably embodiment, the utility model those skilled in the art can also change above-mentioned embodiment and revise.Therefore, the utility model is not limited to above-mentioned detailed description of the invention, and any apparent improvement that every those skilled in the art do on basis of the present utility model, replacement or modification all belong to protection domain of the present utility model.
Claims (9)
1. a rock side slope lattice ecological safeguard structure, comprise the concrete lattice (10) being arranged at side slope surface, it is characterized in that: described concrete lattice (10) to be intersected with some vertical lattice girders (3) by some horizontal lattice girders (2) and formed, and form several sashes (20), described some horizontal lattice girders (2) and each crosspoint of some vertical lattice girders (3) are equipped with anchor pole (1), spilled water hole (5) is provided with in described sash (20), ecology bag (7), galvanized wire mesh (9) and plant cover concrete (4).
2. a kind of rock side slope lattice ecological safeguard structure according to claim 1, it is characterized in that: described plant cover concrete (4) below is embedded with galvanized wire mesh (9), described galvanized wire mesh (9) below is embedded with some ecology bags (7).
3. a kind of rock side slope lattice ecological safeguard structure according to claim 2, is characterized in that: described galvanized wire mesh (9) is fixedly embedded in plant cover concrete (4) below by some stay hooks (6).
4. a kind of rock side slope lattice ecological safeguard structure according to claim 2, it is characterized in that: described some ecology bags (7) are embedded in galvanized wire mesh (9) below with overlapped way, described some ecology bags (7) are built with sand soil, and described some ecology bags (7) are fixedly connected with by ecology bag snap close (8).
5. a kind of rock side slope lattice ecological safeguard structure according to claim 1, it is characterized in that: described anchor pole (1) is total length binding type anchor pole, under lattice beam is located in described anchor pole (1) one end, described anchor pole (1) other end is located on lattice beam.
6. a kind of rock side slope lattice ecological safeguard structure according to claim 1, it is characterized in that: described spilled water hole (5) is arranged through plant cover concrete (4), galvanized wire mesh (9), some ecology bags (7), is embedded with flexible porous tube (51) in described spilled water hole (5).
7. a kind of rock side slope lattice ecological safeguard structure according to claim 4, is characterized in that: described some ecology bags (7) are 10cm with plant cover concrete (4) external surface distance.
8. a kind of rock side slope lattice ecological safeguard structure according to claim 1, it is characterized in that: described plant cover concrete (4) is made up of with surface layer (41) basic unit (42), described plant cover concrete (4) thickness is 10cm, described basic unit (42) thickness is 6cm, and described surface layer (41) thickness is 4cm.
9. a kind of rock side slope lattice ecological safeguard structure according to claim 1, is characterized in that: described rock side slope ratio of slope is not suddenly in 1:0.75.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520087367.1U CN204590045U (en) | 2015-02-06 | 2015-02-06 | A kind of rock side slope lattice ecological safeguard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520087367.1U CN204590045U (en) | 2015-02-06 | 2015-02-06 | A kind of rock side slope lattice ecological safeguard structure |
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| Publication Number | Publication Date |
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| CN204590045U true CN204590045U (en) | 2015-08-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520087367.1U Expired - Fee Related CN204590045U (en) | 2015-02-06 | 2015-02-06 | A kind of rock side slope lattice ecological safeguard structure |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105340614A (en) * | 2015-11-02 | 2016-02-24 | 棕榈园林股份有限公司 | Novel hard slope lattice ecological afforestation structure and method |
| CN106958251A (en) * | 2017-03-03 | 2017-07-18 | 四川大学 | The method of root system coalition framework bar strip ecological protection loess slope |
| CN108049423A (en) * | 2017-12-27 | 2018-05-18 | 长沙理工大学 | Ecological landscape retaining wall |
| CN109505302A (en) * | 2019-01-08 | 2019-03-22 | 贵州大学 | A kind of high precipitous rock slope vegetation type ecological bag fixer |
| CN109594568A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of rock slope ecological safeguard structure and its method |
| CN109863944A (en) * | 2019-03-12 | 2019-06-11 | 中国十九冶集团有限公司 | Rock slope greening structure and construction method thereof |
| CN110439008A (en) * | 2019-08-19 | 2019-11-12 | 中钢集团马鞍山矿山研究院有限公司 | A kind of composite reinforcement method suitable for Soft Rock Slope landslide control |
| CN111173008A (en) * | 2020-01-20 | 2020-05-19 | 芜湖海螺水泥有限公司 | Ecological restoration method for joint development high and steep rocky slope |
-
2015
- 2015-02-06 CN CN201520087367.1U patent/CN204590045U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105340614A (en) * | 2015-11-02 | 2016-02-24 | 棕榈园林股份有限公司 | Novel hard slope lattice ecological afforestation structure and method |
| CN106958251A (en) * | 2017-03-03 | 2017-07-18 | 四川大学 | The method of root system coalition framework bar strip ecological protection loess slope |
| CN108049423A (en) * | 2017-12-27 | 2018-05-18 | 长沙理工大学 | Ecological landscape retaining wall |
| CN108049423B (en) * | 2017-12-27 | 2020-01-03 | 长沙理工大学 | Ecological landscape retaining wall |
| CN109594568A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of rock slope ecological safeguard structure and its method |
| CN109505302A (en) * | 2019-01-08 | 2019-03-22 | 贵州大学 | A kind of high precipitous rock slope vegetation type ecological bag fixer |
| CN109863944A (en) * | 2019-03-12 | 2019-06-11 | 中国十九冶集团有限公司 | Rock slope greening structure and construction method thereof |
| CN110439008A (en) * | 2019-08-19 | 2019-11-12 | 中钢集团马鞍山矿山研究院有限公司 | A kind of composite reinforcement method suitable for Soft Rock Slope landslide control |
| CN111173008A (en) * | 2020-01-20 | 2020-05-19 | 芜湖海螺水泥有限公司 | Ecological restoration method for joint development high and steep rocky slope |
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| 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: 20150826 Termination date: 20220206 |
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| CF01 | Termination of patent right due to non-payment of annual fee |