CN205152962U - Face a sky side slope stake anchor fender system in same direction as layer - Google Patents
Face a sky side slope stake anchor fender system in same direction as layer Download PDFInfo
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- CN205152962U CN205152962U CN201520836815.3U CN201520836815U CN205152962U CN 205152962 U CN205152962 U CN 205152962U CN 201520836815 U CN201520836815 U CN 201520836815U CN 205152962 U CN205152962 U CN 205152962U
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- layer
- rock mass
- bank protection
- road bed
- concordant
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Abstract
The utility model discloses a face a sky side slope stake anchor fender system in same direction as layer has solved the great and high problem of construction cost of the excavation earth and rock works volume that exists in the construction of current highway cutting. Include that it stabilizes rock stratum (10) to be provided with the massif in suitable layer rock mass (1 a) inboard, be provided with on arranging layer rock mass (1) outside overburden (2), be provided with on overburden (2) and grout slabstone bank protection (3), be provided with road bed (5) in the bottom that grouts slabstone bank protection (3), be provided with road bed bank protection (9) in the outside of road bed (5), it backfills layer (6) to be provided with in the outside lower part of road bed bank protection (9), be provided with pile body (7) in the inboard of road bed (5), anchor rope (8) link together through stabilizing rock stratum (10) in the same direction as layer rock mass (1) with the massif. The utility model discloses can keep stability of slope, can reduce a cubic meter excavation volume relatively again, reduce project cost and the construction method that reduces the occupation of land.
Description
Technical field
The utility model relates to a kind of slope retaining system, the slope retaining system particularly after a kind of concordant rock massif excavation.
Background technology
In highway cutting construction, consequent rock slope because autostability is poor, easily comes down along layering soft layer place after excavation.Traditional construction method unloads step by step, adopts mortar flag stone to carry out slope protection.But use the method mainly to there is following shortcoming: earth and stone digging engineering quantity is comparatively large, particularly excavation length is very surprising more than 100 meters of quantity increased afterwards more than 16 meters, continuously for slope height, and construction cost remains high.Occupy cultivated land more, masses' grain-production land used can be tied up in mountain area cultivated land resource area in short supply, increase expropriation of land and coordinate difficulty and expense.
Summary of the invention
The utility model provides a kind of concordant and faces sky side slope piled anchor supporter system, solves the problem that earth and stone digging engineering quantity is comparatively large and construction cost is high existed in existing highway construction of road cutting.
The utility model solves above technical problem by the following technical programs:
A kind of concordant faces sky side slope piled anchor supporter system, comprise concordant rock mass, Rock mass stability rock stratum is provided with inside concordant rock mass, be provided with covering layer on outside concordant rock mass, be provided with mortar rubble masonry pavement on the cover layer, the bottom of mortar rubble masonry pavement is provided with roadbed, roadbed bank protection is had in the arranged outside of roadbed, the outer lower portion of roadbed bank protection is provided with backfill layer, the inner side of roadbed is provided with pile body, anchor cable is linked together by concordant rock mass and Rock mass stability rock stratum.
Roadbed is provided with escape canal.
The utility model can keep stability of slope, can relatively reduce earthwork evacuation amount again, reduces construction costs and reduces the construction method of taking up an area.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
A kind of concordant faces sky side slope piled anchor supporter system, comprise concordant rock mass 1, Rock mass stability rock stratum 10 is provided with inside concordant rock mass 1, covering layer 2 is provided with on outside concordant rock mass 1, covering layer 2 is provided with mortar rubble masonry pavement 3, the bottom of mortar rubble masonry pavement 3 is provided with roadbed 5, roadbed bank protection 9 is had in the arranged outside of roadbed 5, the outer lower portion of roadbed bank protection 9 is provided with backfill layer 6, the inner side of roadbed 5 is provided with pile body 7, and anchor cable 8 is linked together by concordant rock mass 1 and Rock mass stability rock stratum 10.
Roadbed 5 is provided with escape canal 4.
Claims (2)
1. a concordant faces sky side slope piled anchor supporter system, comprise concordant rock mass (1), concordant rock mass (1) inner side is provided with Rock mass stability rock stratum (10), concordant rock mass (1) outside is provided with covering layer (2), it is characterized in that, covering layer (2) is provided with mortar rubble masonry pavement (3), the bottom of mortar rubble masonry pavement (3) is provided with roadbed (5), roadbed bank protection (9) is had in the arranged outside of roadbed (5), the outer lower portion of roadbed bank protection (9) is provided with backfill layer (6), the inner side of roadbed (5) is provided with pile body (7), anchor cable (8) is linked together by concordant rock mass (1) and Rock mass stability rock stratum (10).
2. a kind of concordant according to claim 1 faces sky side slope piled anchor supporter system, it is characterized in that, roadbed (5) is provided with escape canal (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520836815.3U CN205152962U (en) | 2015-10-27 | 2015-10-27 | Face a sky side slope stake anchor fender system in same direction as layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520836815.3U CN205152962U (en) | 2015-10-27 | 2015-10-27 | Face a sky side slope stake anchor fender system in same direction as layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205152962U true CN205152962U (en) | 2016-04-13 |
Family
ID=55688674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520836815.3U Active CN205152962U (en) | 2015-10-27 | 2015-10-27 | Face a sky side slope stake anchor fender system in same direction as layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205152962U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108660866A (en) * | 2018-06-10 | 2018-10-16 | 中铁二院工程集团有限责任公司 | A kind of talus slide area high-speed railway resistant slide deformation subgrade strengthening structure |
-
2015
- 2015-10-27 CN CN201520836815.3U patent/CN205152962U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108660866A (en) * | 2018-06-10 | 2018-10-16 | 中铁二院工程集团有限责任公司 | A kind of talus slide area high-speed railway resistant slide deformation subgrade strengthening structure |
| CN108660866B (en) * | 2018-06-10 | 2024-01-05 | 中铁二院工程集团有限责任公司 | Anti-slip deformation roadbed reinforcing structure of high-speed railway in rock mass landslide area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |