CN205314115U - High steep side slope combined supporting greening structure of highway - Google Patents
High steep side slope combined supporting greening structure of highway Download PDFInfo
- Publication number
- CN205314115U CN205314115U CN201620030043.9U CN201620030043U CN205314115U CN 205314115 U CN205314115 U CN 205314115U CN 201620030043 U CN201620030043 U CN 201620030043U CN 205314115 U CN205314115 U CN 205314115U
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- Prior art keywords
- slope
- side slope
- pile tube
- combined supporting
- greening structure
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Abstract
The utility model discloses a high steep side slope combined supporting greening structure of highway, the soil property side slope includes that the upper segment delays side slope, the steep side slope in middle section and hypomere vertical edge slope, the upper segment delays the side slope and sets up flexible protective net and plant living block body, the steep side slope in middle section is provided with reinforcing bar net, shotcrete surface course and stock, the reinforcing bar net surrounds the steep side slope in middle section the online portion of reinforcing bar sets up the shotcrete surface course, hypomere vertical edge evenly arranges on the slope prefabricated steel -pipe pile, and the equipartition is equipped with the anchor rope on the perpendicular between prefabricated steel -pipe pile. The utility model provides a soil property stability of slope ensures all ring edge borders safety, avoids the soil body to warp, collapse, maintains original natural environment, and the view is effectual.
Description
Technical field
This utility model relates to a kind of highway high gradient slope combined supporting greening structure, belongs to civil engineering garden afforestation technology field.
Background technology
In prior art, major part job site all adopts lattice anchor cable structure, spray to protect anchor cable structure etc., although this solves slope construction problem, but this mode is owing to afforesting, breaks the original natural environment of ring, and landscape effect is poor, there is long construction period, slope deforming is relatively big, affects the problems such as safety of surrounding environment, it is necessary to studies and a kind of can keep the stability of slope again can the combined supporting greening structure of greening environment.
Utility model content
The purpose of this utility model is: for the defect of prior art, a kind of highway high gradient slope combined supporting greening structure is provided, solution soil-slope is stable, guarantee safety of surrounding environment, avoid soil deformation, cave in, maintaining original natural environment, landscape effect is good, to overcome the deficiency of existing slope retaining technology.
The technical solution of the utility model:
A kind of highway high gradient slope combined supporting greening structure, it is characterised in that: described high gradient slope includes epimere slow side slope, stage casing gradient slope side slope vertical with hypomere, the slow side slope of described epimere arranges soft protecting net and plants raw building block body, described soft protecting net includes ordinary steel wire grid and fixing holdfast, epimere described in ordinary steel wire screen encompassing delays side slope, it is provided with fixing holdfast to be fixed on by ordinary steel wire grid in the slow side slope of epimere at ordinary steel wire grid infall, described plant raw building block body and include planting raw casing and fixing foot, plant raw casing to be made up of four pieces of sidewalls and base plate, the hollow cavity that described four pieces of sidewalls and base plate enclose is filled with planting matrix, the described base plate bottom planting raw casing is provided with the fixing foot that can be fixed on the soil body, described stage casing gradient slope is provided with bar-mat reinforcement, gunite concrete surface layer and anchor pole, described bar-mat reinforcement surrounds described stage casing gradient slope, arranges gunite concrete surface layer on described bar-mat reinforcement top, and described anchor pole penetrates in soil-slope by described gunite concrete surface layer with the angle of downward 15 ° of level, and described anchor pole total length arranges cement mortar, the vertical side slope of described hypomere is evenly arranged pre-manufactured steel pile tube, Guan Liang is located at pre-manufactured steel pile tube top and realizes fixing between pre-manufactured steel pile tube, vertical between pre-manufactured steel pile tube is laid with anchor cable, I-beam is across on pre-manufactured steel pile tube and corresponding with anchor cable, anchor cable is penetrated in side slope by boring and realizes pretension stretch-draw by I-beam, and arranges reinforced mesh and gunite concrete between pre-manufactured steel pile tube.
Connected mode between described ordinary steel wire grid with described fixing holdfast is for welding.
Described raw casing and the fixing foot of planting is for building integrated formed structure.
Described bar-mat reinforcement horizontal spacing and longitudinal pitch are 100mm*100mm.
Described gunite concrete surface thickness is 20mm.
Described pre-manufactured steel pipe pile footpath is 800mm.
Described anchor cable is the steel strand wires of 7 φ 5.
Owing to have employed technique scheme, compared with prior art, this utility model both can play the effect controlling slope deforming, can maintain again original natural environment, and landscape effect is good, meets the requirement of national energy-saving consumption reduction.
Accompanying drawing explanation
Accompanying drawing 1 is this utility model structural facades schematic diagram;
Detailed description of the invention
Below in conjunction with accompanying drawing to this utility model with being described in further detail, but not as to any restriction of the present utility model.
Embodiment of the present utility model:
Described high gradient slope includes epimere slow side slope (1), stage casing gradient slope (2) side slope (3) vertical with hypomere, described epimere delays side slope (1) and arranges soft protecting net (4) and plant raw building block body (5), described soft protecting net (4) includes ordinary steel wire grid and fixing holdfast, epimere described in ordinary steel wire screen encompassing delays side slope (1), it is provided with fixing holdfast to be fixed on by ordinary steel wire grid in the slow side slope (1) of epimere at ordinary steel wire grid infall, described raw building block body (5) of planting includes planting raw casing and fixing foot, plant raw casing to be made up of four pieces of sidewalls and base plate, the hollow cavity that described four pieces of sidewalls and base plate enclose is filled with planting matrix, the described base plate bottom planting raw casing is provided with the fixing foot that can be fixed on the soil body, described stage casing gradient slope (2) is provided with bar-mat reinforcement (6), gunite concrete surface layer (7) and anchor pole (8), described bar-mat reinforcement (6) surrounds described stage casing gradient slope (2), on described bar-mat reinforcement (6) top, gunite concrete surface layer (7) is set, described anchor pole (8) penetrates in soil-slope by described gunite concrete surface layer (7) with the angle of downward 15 ° of level, and described anchor pole (8) total length arranges cement mortar, the vertical side slope of described hypomere (3) is evenly arranged pre-manufactured steel pile tube (9), Guan Liang (10) is located at pre-manufactured steel pile tube top and realizes fixing between pre-manufactured steel pile tube (9), vertical between pre-manufactured steel pile tube (9) is laid with anchor cable (11), I-beam is across upper and corresponding with anchor cable (11) at pre-manufactured steel pile tube (9), anchor cable (11) penetrates in side slope by boring and realizes pretension stretch-draw by I-beam, and arranges reinforced mesh and gunite concrete between pre-manufactured steel pile tube (9).
Connected mode between described ordinary steel wire grid with described fixing holdfast is for welding.
Described raw casing and the fixing foot of planting is for building integrated formed structure.
Described bar-mat reinforcement (6) horizontal spacing and longitudinal pitch are 100mm*100mm.
Described gunite concrete surface layer (7) thickness is 20mm.
Described pre-manufactured steel pile tube (9) stake footpath is 800mm.
Described anchor cable (11) is the steel strand wires of 7 φ 5.
Specific construction step is:
One, according to actual edge slope structure is analyzed, side slope is divided into two sections: the slow side slope of epimere and stage casing gradient slope;
Two, first slow for epimere side slope is put slope, it is advisable at 40 ° about-50 ° in inclination angle, the ordinary steel wire grid of soft protecting net is wrapped in the side slope of required protection, and be welded and fixed holdfast at ordinary steel wire grid infall, and fixing holdfast is inserted the soil body to be fixed on by ordinary steel wire grid in the slow side slope of epimere;
Three, planting the making of raw building block body, plant raw casing and be made up of four pieces of sidewalls and base plate, the hollow cavity that described four pieces of sidewalls and base plate enclose is filled with planting matrix, and the described base plate bottom planting raw casing is provided with the fixing foot that can be fixed on the soil body;By making corresponding mould, casting concrete, the demoulding, maintenance can use after 10-15 days; Planting its block raw is the plate that celluar concrete is made, celluar concrete formula and technique are with reference to Shanghai City " cement concrete with water permeability footpath application technology code ", i.e. every cubic metre of consumption: 5-13mm gravel aggregate 1550-1750kg, P.042.5 cement 260-360kg, reinforcing agent 4-15kg, the ratio of mud controls in 0.28-0.32 scope. According to formula and processing technology, the demoulding prefabricated according to the size set, moisture-keeping maintaining, after 7 days, are transferred to smooth vegetation establishment district, adopt the form planting vegetation of sowing, and state when root system of plant penetrates celluar concrete can use.
Four, installing and plant raw building block body, install on the slow side slope surface of epimere and plant raw building block body, the foot that is fixed inserts in the soil body and fixes will plant raw building block body;
Five, hang bar-mat reinforcement, gunite concrete surface layer on gradient slope surface, stage casing and beat anchor pole; Anchor pole is advisable with downward 15 ° of level, total length grout injection in anchor pole.
Six, at the vertical side slope homogeneous vertical construction pre-manufactured steel pile tube of hypomere, pre-manufactured steel pile tube is evenly distributed in rock mass, it is fixing that Guan Liang is located at that pre-manufactured steel pile tube top realizes between pre-manufactured steel pile tube, then pre-manufactured steel pile tube side being treated, excavation rock mass carries out stage excavation;
Seven, after treating excavation rock mass current layer excavation, carry out anchor cable drilling construction, the boring of this anchor cable and penetrates steel strand wires rope between pre-manufactured steel pile tube, then anchorage cable anchoring mortar depositing construction is carried out, I-beam is fixed and corresponding with anchor cable boring across at pre-manufactured steel pile tube, treat that I-beam reaches design strength, carry out prestressd anchor cable stretching construction, anchor after reaching tension stress, then carry out reinforced mesh colligation and construction of shotcrete between on pre-manufactured steel pile tube, repeat current layer operation and complete pre-manufactured steel pile tube+anchor cable structure operation.
Anchor bolt construction operation and prior art all can be adopted to carry out with the angle putting domatic formation in the present embodiment, the present embodiment is just not repeated.
Anchor bolt construction operation and prior art all can be adopted to carry out with the angle putting domatic formation in the present embodiment, the present embodiment is just not repeated. Although the present invention has been described above with particularity; but the invention is not restricted to this; those skilled in the art can modify according to principles of the invention, and therefore, all various amendments carried out according to principles of the invention all should be understood to fall into protection scope of the present invention.
Claims (7)
1. a highway high gradient slope combined supporting greening structure, it is characterised in that: described high gradient slope includes epimere slow side slope (1), stage casing gradient slope (2) side slope (3) vertical with hypomere;
Described epimere delays side slope (1) and arranges soft protecting net (4) and plant raw building block body (5), described soft protecting net (4) includes ordinary steel wire grid and fixing holdfast, epimere described in ordinary steel wire screen encompassing delays side slope (1), it is provided with fixing holdfast to be fixed on by ordinary steel wire grid in the slow side slope (1) of epimere at ordinary steel wire grid infall, described raw building block body (5) of planting includes planting raw casing and fixing foot, plant raw casing to be made up of four pieces of sidewalls and base plate, the hollow cavity that described four pieces of sidewalls and base plate enclose is filled with planting matrix, the described base plate bottom planting raw casing is provided with the fixing foot that can be fixed on the soil body,
Described stage casing gradient slope (2) is provided with bar-mat reinforcement (6), gunite concrete surface layer (7) and anchor pole (8);Described bar-mat reinforcement (6) surrounds described stage casing gradient slope (2), on described bar-mat reinforcement (6) top, gunite concrete surface layer (7) is set, described anchor pole (8) penetrates in soil-slope by described gunite concrete surface layer (7) with the angle of downward 15 ° of level, and described anchor pole (8) total length arranges cement mortar;
The vertical side slope of described hypomere (3) is evenly arranged pre-manufactured steel pile tube (9), Guan Liang (10) is located at pre-manufactured steel pile tube top and realizes fixing between pre-manufactured steel pile tube (9), vertical between pre-manufactured steel pile tube (9) is laid with anchor cable (11), I-beam is across upper and corresponding with anchor cable (11) at pre-manufactured steel pile tube (9), anchor cable (11) penetrates in side slope by boring and realizes pretension stretch-draw by I-beam, and arranges reinforced mesh and gunite concrete between pre-manufactured steel pile tube (9).
2. highway high gradient slope combined supporting greening structure as claimed in claim 1, it is characterised in that: the connected mode between described ordinary steel wire grid with described fixing holdfast is for welding.
3. highway high gradient slope combined supporting greening structure as claimed in claim 2, it is characterised in that: described in plant raw casing and fixing foot for building integrated formed structure.
4. highway high gradient slope combined supporting greening structure as claimed in claim 3, it is characterised in that: described bar-mat reinforcement (6) horizontal spacing and longitudinal pitch are 100mm*100mm.
5. highway high gradient slope combined supporting greening structure as claimed in claim 4, it is characterised in that: described gunite concrete surface thickness is 20mm.
6. highway high gradient slope combined supporting greening structure as claimed in claim 5, it is characterised in that: described pre-manufactured steel pile tube (9) stake footpath is 800mm.
7. highway high gradient slope combined supporting greening structure as claimed in claim 6, it is characterised in that: described anchor cable (11) is the steel strand wires of 7 φ 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620030043.9U CN205314115U (en) | 2016-01-06 | 2016-01-06 | High steep side slope combined supporting greening structure of highway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620030043.9U CN205314115U (en) | 2016-01-06 | 2016-01-06 | High steep side slope combined supporting greening structure of highway |
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| CN205314115U true CN205314115U (en) | 2016-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620030043.9U Expired - Fee Related CN205314115U (en) | 2016-01-06 | 2016-01-06 | High steep side slope combined supporting greening structure of highway |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759405A (en) * | 2017-03-06 | 2017-05-31 | 中国电建集团中南勘测设计研究院有限公司 | A kind of soil-slope supporting construction and construction method |
| CN108934581A (en) * | 2018-04-03 | 2018-12-07 | 上海绿地环境科技股份有限公司 | A kind of structure and method of modular slope greening |
| CN111887139A (en) * | 2020-08-31 | 2020-11-06 | 甘肃省科学院地质自然灾害防治研究所 | Automatic water supply irrigation method for controlling slope green plants |
| CN111945754A (en) * | 2020-08-31 | 2020-11-17 | 长江师范学院 | Construction method of side slope plant-growing repair system |
| CN111945755A (en) * | 2020-08-31 | 2020-11-17 | 长江师范学院 | Water distribution and water retention maintenance method for rock slope vegetation base material |
| CN113463666A (en) * | 2021-07-12 | 2021-10-01 | 中国电建集团成都勘测设计研究院有限公司 | Row pile structure for soil cutting slope and construction method thereof |
| CN113718804A (en) * | 2021-09-14 | 2021-11-30 | 北京科技大学 | Strip mine slope supporting structure and method |
-
2016
- 2016-01-06 CN CN201620030043.9U patent/CN205314115U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759405A (en) * | 2017-03-06 | 2017-05-31 | 中国电建集团中南勘测设计研究院有限公司 | A kind of soil-slope supporting construction and construction method |
| CN108934581A (en) * | 2018-04-03 | 2018-12-07 | 上海绿地环境科技股份有限公司 | A kind of structure and method of modular slope greening |
| CN111887139A (en) * | 2020-08-31 | 2020-11-06 | 甘肃省科学院地质自然灾害防治研究所 | Automatic water supply irrigation method for controlling slope green plants |
| CN111945754A (en) * | 2020-08-31 | 2020-11-17 | 长江师范学院 | Construction method of side slope plant-growing repair system |
| CN111945755A (en) * | 2020-08-31 | 2020-11-17 | 长江师范学院 | Water distribution and water retention maintenance method for rock slope vegetation base material |
| CN111945755B (en) * | 2020-08-31 | 2022-09-30 | 长江师范学院 | Water distribution and water retention maintenance method for rock slope vegetation base material |
| CN113463666A (en) * | 2021-07-12 | 2021-10-01 | 中国电建集团成都勘测设计研究院有限公司 | Row pile structure for soil cutting slope and construction method thereof |
| CN113718804A (en) * | 2021-09-14 | 2021-11-30 | 北京科技大学 | Strip mine slope supporting structure and method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20180106 |