CN206289639U - A kind of expressway slope reinforcement structure - Google Patents
A kind of expressway slope reinforcement structure Download PDFInfo
- Publication number
- CN206289639U CN206289639U CN201621379140.5U CN201621379140U CN206289639U CN 206289639 U CN206289639 U CN 206289639U CN 201621379140 U CN201621379140 U CN 201621379140U CN 206289639 U CN206289639 U CN 206289639U
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- CN
- China
- Prior art keywords
- grid
- bank protection
- blend stop
- side slope
- protection blend
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Abstract
The utility model is related to highway construction technical field, a kind of especially expressway slope reinforcement structure, water leg and rhone including being horizontally installed on the upper and lower both sides of side slope, be connected between the water leg and rhone it is a plurality of be parallel to each other drop down tank, dropped down described in adjacent two and horizontally-parallel between tank be provided with two bank protection blend stops, grid is provided between adjacent two bank protection blend stops, grid is provided between the bank protection blend stop and water leg, grid is provided between the bank protection blend stop and rhone, filled with soil in the grid, and plantation has vegetation.Bank protection blend stop is reinforced for side slope, be fixed for side slope upper strata soil by grid, the loss of side slope upper strata soil can effectively be prevented, vegetation also can effectively be reinforced to soil for plantation, the rainwater flowed down on the upside of side slope can be drained into and dropped down in tank by the drainage trough on bank protection blend stop, prevent side slope by current scour, make side slope more firm, cost is lower, and more environmentally friendly.
Description
Technical field
The utility model is related to highway construction technical field, more particularly to a kind of expressway slope reinforcement structure.
Background technology
It is the influence for preventing expressway slope soil erosion, washing away erosion, slope of highway typically can all take draining to arrange
Apply with bank protection measure, traditional protective slope structure be typically all using concreting and plantation vegetation by the way of, using concrete
Pour cost very high, and very not environmentally, because side slope vegetation does not grow completely, cause soil erosion of side slope still very serious, it is right
We release a kind of expressway slope reinforcement structure for this.
Utility model content
It in order to solve protective slope structure traditional is in the prior art typically all to use concrete that the purpose of this utility model is
The mode of vegetation is poured and plants, it is very high using concreting cost, and very not environmentally, because side slope vegetation is not given birth to completely
It is long, the shortcoming for causing soil erosion of side slope still very serious, and a kind of expressway slope reinforcement structure for proposing.
To achieve these goals, the utility model employs following technical scheme：
Design a kind of expressway slope reinforcement structure, including water leg and the draining for being horizontally installed on the upper and lower both sides of side slope
Groove, be connected between the water leg and rhone it is a plurality of be parallel to each other drop down tank, dropped down described in adjacent two between tank
It is horizontally-parallel to be provided with two bank protection blend stops, grid is provided between adjacent two bank protection blend stops, positioned at the bank protection blend stop
Grid is provided between water leg, grid is provided between the bank protection blend stop and rhone, it is described to drop down tank, bank protection blend stop
It is arranged in side slope with grid, filled with soil in the grid, and plantation has vegetation.
Preferably, be provided with geomembrane between the adjacent two bank protection blend stops, positioned at the bank protection blend stop and water leg it
Between be provided with geomembrane, be provided with geomembrane between the bank protection blend stop and rhone, and geomembrane is located at the lower surface of grid.
Preferably, the bank protection blend stop is divided into multistage composition, and every section of bank protection blend stop is equipped with and is plugged in side slope
Anchor pole.
Preferably, the upper surface of the bank protection blend stop is provided with and drops down the drainage trough that tank is connected, and drainage trough level sets
Put, the depth of the drainage trough is less than the depth for dropping down tank.
Preferably, the upper surface of the bank protection blend stop is located at same level with the upper surface of grid.
Preferably, the grid is plastic grid or cement grid, and the thickness of grid is 50 to one hundred millimeters.
The utility model proposes a kind of expressway slope reinforcement structure, beneficial effect is：It is right that bank protection blend stop is used for
Side slope is reinforced, and prevents side slope from soil erosion occurring, and be fixed for side slope upper strata soil, effectively can prevent in side slope by grid
The loss of layer soil, vegetation also can effectively be reinforced to soil for plantation, and the drainage trough on bank protection blend stop can be by effluent in side slope
Under rainwater drain into and drop down in tank, prevent side slope by current scour, make side slope more firm, and be easily installed, cost is lower.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of expressway slope reinforcement structure Structure of cross section schematic diagram；
Fig. 2 be the utility model proposes a kind of expressway slope reinforcement structure side structure schematic diagram.
In figure：Water leg 1, rhone 2, drop down tank 3, bank protection blend stop 4, grid 5, geomembrane 6, anchor pole 7, drainage trough 8.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.
Reference picture 1-2, a kind of expressway slope reinforcement structure, including it is horizontally installed on the water leg of the upper and lower both sides of side slope
1 and rhone 2, be connected between water leg 1 and rhone 2 it is a plurality of be parallel to each other drop down tank 3, water leg 1, the and of rhone 2
Drop down tank 3 be provided for draining is carried out to the road surface of highway, prevent the water on road surface from being flowed down from side slope and causing side slope water
The problem that soil is lost in.
Adjacent two drop down it is horizontally-parallel between tank 3 be provided with two bank protection blend stops 4, bank protection blend stop 4 is used for side slope
Reinforced, prevent side slope occur soil erosion, be provided with grid 5 between adjacent two bank protection blend stops 4, positioned at bank protection blend stop 4 with
Grid 5 is provided between water leg 1, grid 5 is provided between bank protection blend stop 4 and rhone 2, drop down tank 3, the and of bank protection blend stop 4
Grid 5 is arranged in side slope, has a vegetation filled with soil and plantation in grid 5, and grid 5 is plastic grid or cement grid,
And the thickness of grid 5 is 50 to one hundred millimeters, be fixed for side slope upper strata soil by grid 5, can effectively prevent side slope upper strata
The loss of soil, vegetation also can effectively be reinforced to soil for plantation, and geomembrane 6, position are provided between adjacent two bank protection blend stops 4
Geomembrane 6 is provided between bank protection blend stop 4 and water leg 1, geomembrane 6 is provided between bank protection blend stop 4 and rhone 2, and
Geomembrane 6 is located at the lower surface of grid 5, and the setting of geomembrane 6 can effectively prevent rainwater rapid osmotic to inside roadbed, so as to keep away
Exempt from roadbed to be affected.
4 points of bank protection blend stop is multistage composition, and every section of bank protection blend stop 4 is equipped with the anchor pole 7 being plugged in side slope, is divided into multistage
It is more convenient during bank protection 4 installation of blend stop of composition, and the problem that bank protection blend stop 4 fractures can be avoided, 7 pairs is protected using anchor pole
Slope blend stop 4 is fixed, and makes fixed effect more preferable.
The upper surface of bank protection blend stop 4 is provided with and drops down the drainage trough 8 that tank 3 is connected, and drainage trough 8 is horizontally disposed, drainage
The depth of groove 8 is less than the depth for dropping down tank 3, and the rainwater flowed down on the upside of side slope can be drained into and dropped down by the drainage trough 8 on bank protection blend stop 4
In tank 3, side slope being prevented by current scour, making side slope more firm, the depth of drainage trough 8 can be prevented less than the depth for dropping down tank 3
The aqueous reflux dropped down in tank 3 enters in drainage trough 8, and the upper surface of bank protection blend stop 4 is located at same level with the upper surface of grid 5, just
In in the drainage trough 8 that the water in side slope enters bank protection blend stop 4, it is to avoid rainwater is accumulated in side slope.
The above, only the utility model preferably specific embodiment, but protection domain of the present utility model is not
Be confined to this, any one skilled in the art in the technical scope that the utility model is disclosed, according to this practicality
New technical scheme and its utility model design are subject to equivalent or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (6)
1. a kind of expressway slope reinforcement structure, including the water leg (1) and rhone for being horizontally installed on the upper and lower both sides of side slope
(2), be connected between the water leg (1) and rhone (2) it is a plurality of be parallel to each other drop down tank (3), it is characterised in that it is adjacent
Dropped down described in two and horizontally-parallel between tank (3) be provided with two bank protection blend stops (4), adjacent two bank protection blend stops (4)
Between be provided with grid (5), be provided with grid (5) between the bank protection blend stop (4) and water leg (1), positioned at the bank protection gear
Grid (5) is provided between bar (4) and rhone (2), tank (3), bank protection blend stop (4) and the grid (5) of dropping down is arranged at side
On slope, filled with soil in the grid (5), and plantation has vegetation.
2. a kind of expressway slope reinforcement structure according to claim 1, it is characterised in that adjacent two bank protections
Geomembrane (6) is provided between blend stop (4), geomembrane (6) is provided between the bank protection blend stop (4) and water leg (1), be located at
Geomembrane (6), and geomembrane (6) are provided between the bank protection blend stop (4) and rhone (2) positioned at the lower surface of grid (5).
3. a kind of expressway slope reinforcement structure according to claim 1, it is characterised in that the bank protection blend stop (4)
It is divided into multistage composition, every section of bank protection blend stop (4) is equipped with the anchor pole (7) being plugged in side slope.
4. a kind of expressway slope reinforcement structure according to claim 1, it is characterised in that the bank protection blend stop (4)
Upper surface be provided with and drop down the drainage trough (8) that tank (3) is connected, and drainage trough (8) is horizontally disposed, the drainage trough (8)
Depth is less than the depth for dropping down tank (3).
5. a kind of expressway slope reinforcement structure according to claim 1, it is characterised in that the bank protection blend stop (4)
The upper surface of upper surface and grid (5) be located at same level.
6. a kind of expressway slope reinforcement structure according to claim 1, it is characterised in that the grid (5) is modeling
Material grid or cement grid, and the thickness of grid (5) is 50 to one hundred millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621379140.5U CN206289639U (en) | 2016-12-15 | 2016-12-15 | A kind of expressway slope reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621379140.5U CN206289639U (en) | 2016-12-15 | 2016-12-15 | A kind of expressway slope reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289639U true CN206289639U (en) | 2017-06-30 |
Family
ID=59105316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621379140.5U Expired - Fee Related CN206289639U (en) | 2016-12-15 | 2016-12-15 | A kind of expressway slope reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206289639U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859044A (en) * | 2017-10-20 | 2018-03-30 | 成都菲斯普科技有限公司 | Soil embankment side slope protection unit and slope protecting device |
| CN109853475A (en) * | 2019-02-28 | 2019-06-07 | 安徽省康宇水电机械成套设备有限公司 | A kind of protective slope structure with secondary pre- anti-erosion function |
| CN109958014A (en) * | 2017-12-23 | 2019-07-02 | 侯林杰 | A kind of Reinforcement of Highway structure |
-
2016
- 2016-12-15 CN CN201621379140.5U patent/CN206289639U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859044A (en) * | 2017-10-20 | 2018-03-30 | 成都菲斯普科技有限公司 | Soil embankment side slope protection unit and slope protecting device |
| CN109958014A (en) * | 2017-12-23 | 2019-07-02 | 侯林杰 | A kind of Reinforcement of Highway structure |
| CN109853475A (en) * | 2019-02-28 | 2019-06-07 | 安徽省康宇水电机械成套设备有限公司 | A kind of protective slope structure with secondary pre- anti-erosion function |
| CN109853475B (en) * | 2019-02-28 | 2024-05-07 | 安徽省康宇水电机械成套设备有限公司 | Slope protection structure with secondary prevention soil erosion and water loss function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170630 Termination date: 20171215 |