CN205917706U - Soil property high slope structure - Google Patents
Soil property high slope structure Download PDFInfo
- Publication number
- CN205917706U CN205917706U CN201620806856.2U CN201620806856U CN205917706U CN 205917706 U CN205917706 U CN 205917706U CN 201620806856 U CN201620806856 U CN 201620806856U CN 205917706 U CN205917706 U CN 205917706U
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- China
- Prior art keywords
- slope
- side slope
- guard wall
- concrete guard
- soil property
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Abstract
The utility model relates to a soil property high slope structure, especially a soil property high slope structure who is applied to building construction field. The utility model provides a can the volume of significantly reducing the excavation, the construction of being convenient for, the security is high, and easy operation can effectively guarantee the soil property high slope structure that soil property high slope is stable, including the side slope, still include concrete retaining wall and reinforcing bar gabion, the reinforcing bar gabion is located between concrete retaining wall and the side slope, is provided with stone sediment backfill layer in the space department of side slope, concrete retaining wall and reinforcing bar gabion, and the side slope comprises the gentle slope part that the abrupt slope subtotal is located abrupt slope part top, is provided with the drainage steel pipe in that the abrupt slope is partial, is provided with the drainage hose in the drainage steel pipe. The utility model discloses suitably cut the slope to the side slope and handle, set up concrete retaining wall and reinforcing bar gabion to backfill the space with the stone sediment, its excavation volume is few, construction convenience, and the security is high, easy operation, it is low to handle the cost, can increase the anti power of toe department, guarantees soil slope's stability.
Description
Technical field
This utility model is related to a kind of soil quality dam structure, particularly a kind of soil property height being applied to the realm of building construction
Edge slope structure.
Background technology
Soil quality dam structure refers to that soil body thickness is more than 25 meters of edge slope structure, when soil body thickness is more than 25 meters, its
Highly big, there is batholith in soil body bottom, easily slope instability occurs under heavy rain, earthquake operating mode, and building and engineering are caused with weight
During big impact.In the prior art to highly larger soil-slope, in order to ensure its stable type, typically take side slope is cut slow
(typically can delay in 1:2.5) or a large amount of excavation slope, the method increasing slope retaining measure.When several solutions of the prior art
Certainly in method, unfavorable to construction investment, the duration is had an impact simultaneously, be also unfavorable for constructing.Therefore also there is no one in prior art
Plant and can greatly reduce excavated volume, be easy to construct, safe, simple to operate, can effectively ensure that High Soil Slope Stabilizing
Soil quality dam structure.
Utility model content
Technical problem to be solved in the utility model is to provide one kind can greatly reduce excavated volume, is easy to construct, peace
Quan Xinggao, simple to operate, can effectively ensure that the soil quality dam structure of High Soil Slope Stabilizing.
For solving above-mentioned technical problem, the soil quality dam structure that this utility model adopts, including side slope, also include coagulation
Native barricade and reinforced gabion, described reinforced gabion is located between concrete guard wall and side slope, in side slope, concrete guard wall and reinforcing bar
The gap of gabion is provided with rock ballast backfill layer, the gradual sloped portion group by abrupt slope part with positioned at abrupt slope upper for the described side slope
Become, on described abrupt slope, part is provided with draining steel pipe, is provided with scupper hose in draining steel pipe.
It is further that geotextiles are provided with side slope.
It is further to be additionally provided with for by concrete guard wall and batholith phase in the base component of described concrete guard wall
Dowel even.
It is further to be embedded with pvc drain pipe in described concrete guard wall.
It is further that the distance range away from described side slope toe for the described concrete guard wall is 2m to 3m.
The beneficial effects of the utility model are: this utility model side slope top is suitably cut slope and processed, and sets up coagulation
Native barricade and reinforced gabion, and backfill space with rock ballast, its excavated volume is few, and easy construction is safe, simple to operate, place
Reason low cost, it is possible to increase drag at toe is it is ensured that the stablizing of soil-slope.
Brief description
Fig. 1 is structural representation of the present utility model；
In figure parts, position and numbering: side slope 1, gradual sloped portion 2, reinforced gabion 3, concrete guard wall 4, rock ballast backfill
Layer 5, draining steel pipe 6, geotextiles 7, dowel 8, pvc drain pipe 9, abrupt slope part 10.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
For solving above-mentioned technical problem, soil quality dam 1 structure that this utility model adopts, including side slope 1, also include mixing
Solidifying soil barricade 4 and reinforced gabion 3, described reinforced gabion 3 is located between concrete guard wall 4 and side slope 1, in side slope 1, concrete gear
The gap of wall 4 and reinforced gabion 3 is provided with rock ballast backfill layer 5, and described side slope 1 by abrupt slope part and is located at abrupt slope upper
Gradual sloped portion 2 form, on described abrupt slope, part is provided with draining steel pipe 6, is provided with scupper hose in draining steel pipe 6.Its
In abrupt slope refer to slope than side slope 1 structure more than or equal to 1:0.75, gentle slope refers to that slope is tied than the side slope 1 less than or equal to 1:2.0
Structure.Side slope 1 top is only needed to using the structure of the application and is suitably cut slope process, its excavated volume is little, and construction is convenient,
So that side slope 1 structure is integrally slowed down simultaneously, be conducive to keeping side slope 1 stable.Side slope 1 when being embodied as, is suitably cut at slope
Reason, in about 4 meters of side slope 1 bottom scope, can excavate into temporarily 1:0.75 about abrupt slope, set up porous draining in the range of this
Steel pipe 6, steel pipe Nei Neisai scupper hose.Concrete guard wall 4 is set up at 3 meters from toe, highly 2.0 meters about, using low grade
Concrete c15, adopts reinforced gabion 3 between barricade 4 and slopes, gap rock ballast 5 backfills it is also possible to all using rock ballast 5
Backfill.Barricade 4 height is flushed with gabion 3.After barricade reaches age, pouring into the ratio of mud in gabion or rock ballast top is 0.7:1
Neat slurry, so as to be formed overall to orrhorrhea top.
Geotextiles 7 are provided with side slope 1.The geotextiles 7 set up can effectively prevent the soil blocking drain pipe of side slope.
It is additionally provided with the dowel for concrete guard wall 4 is connected with batholith in the base component of described concrete guard wall 4
8.Concrete guard wall 4 is connected by dowel 8 with batholith, structural stability can be improved.
It is embedded with pvc drain pipe in described concrete guard wall 4.Pvc drain pipe is set in concrete guard wall 4, permissible
The rainwater that exclusion concrete guard wall 4 inner side is assembled in time.
The distance range away from described side slope 1 toe for the described concrete guard wall 4 is 2m to 3m, and barricade 4 inner side platform can be made
For passage of constructing.
Claims (5)
1. soil quality dam structure, including side slope (1) it is characterised in that: also include concrete guard wall (4) and reinforced gabion (3),
Described reinforced gabion (3) is located between concrete guard wall (4) and side slope (1), in side slope (1), concrete guard wall (4) and reinforcing bar stone
The gap of cage (3) is provided with rock ballast backfill layer (5), and described side slope (1) by abrupt slope part (10) and is located at abrupt slope part (10)
Gradual sloped portion (2) composition of top, is provided with draining steel pipe (6) on described abrupt slope part (10), arranges in draining steel pipe (6)
There is scupper hose.
2. soil quality dam structure as claimed in claim 1 it is characterised in that: geotextiles (7) are provided with side slope (1).
3. soil quality dam structure as claimed in claim 1 it is characterised in that: in the basic courses department of described concrete guard wall (4)
Divide the dowel (8) being additionally provided with for concrete guard wall (4) is connected with batholith.
4. soil quality dam structure as claimed in claim 1 it is characterised in that: be embedded with described concrete guard wall (4)
Pcc drain pipe (9).
5. soil quality dam structure as claimed in claim 1 it is characterised in that: described concrete guard wall (4) is away from described side slope
(1) distance range of toe is 2m to 3m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620806856.2U CN205917706U (en) | 2016-07-28 | 2016-07-28 | Soil property high slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620806856.2U CN205917706U (en) | 2016-07-28 | 2016-07-28 | Soil property high slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205917706U true CN205917706U (en) | 2017-02-01 |
Family
ID=57872442
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620806856.2U Active CN205917706U (en) | 2016-07-28 | 2016-07-28 | Soil property high slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205917706U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356091A (en) * | 2018-11-21 | 2019-02-19 | 中国电建集团成都勘测设计研究院有限公司 | Mountain stream river levee engineering |
-
2016
- 2016-07-28 CN CN201620806856.2U patent/CN205917706U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356091A (en) * | 2018-11-21 | 2019-02-19 | 中国电建集团成都勘测设计研究院有限公司 | Mountain stream river levee engineering |
| CN109356091B (en) * | 2018-11-21 | 2024-01-19 | 中国电建集团成都勘测设计研究院有限公司 | Mountain stream river embankment project |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |