CN205804373U - A kind of new-type embankment slope protection structure of saline soil area - Google Patents
A kind of new-type embankment slope protection structure of saline soil area Download PDFInfo
- Publication number
- CN205804373U CN205804373U CN201620634232.7U CN201620634232U CN205804373U CN 205804373 U CN205804373 U CN 205804373U CN 201620634232 U CN201620634232 U CN 201620634232U CN 205804373 U CN205804373 U CN 205804373U
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- China
- Prior art keywords
- slope
- bank protection
- protective slope
- slope structure
- protection
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Abstract
The utility model discloses the new-type embankment slope protection structure of a kind of saline soil area, including section, upper protective slope structure face and edge matrix, it is connected between described section with lower protective slope structure and has low side gutter, the upper end of described lower protective slope structure connects end by slope body and is connected with upper protective slope structure, and upper protective slope structure middle is provided with bank protection gutter, described upper protective slope structure face includes bank protection gutter and upper bank protection isolation strip, and the positioned inside in upper bank protection gutter has drain pipe, described edge intrinsic silicon has lower protective slope structure face around connection, upper protective slope structure face, lower bank protection isolation strip and upper bank protection isolation strip.The new-type embankment slope protection structure of this utility model saline soil area, roadbed situation in conjunction with territory, present many mountain regions is designed, by combining the construction material in modern architecture construction, armored concrete is used in side slope protection, idle area in side slope carries out greening design process, the practicality of whole slope protection structure height very.
Description
Technical field
This utility model relates to slope protection structure device technique field, the new-type embankment of a kind of saline soil area
Slope protection structure.
Background technology
Mountainous terrain is that mud-rock flow takes place frequently area, is often susceptible to large-area soil erosion after rainfall water, holds
Bring the most serious economic loss easily to local resident.It is primarily due to the physical features in these areas height very rise and fall, deposits
In certain probability of caving in, after soil is impacted by rainwater, it is easy to cave in.Now for depositing of this situation
, need to carry out taking the safeguard procedures being correlated with to solve this problem.
Utility model content
The purpose of this utility model is to provide the new-type embankment slope protection structure of a kind of saline soil area, on solving
The problem state the earth landslide proposed in background technology, being susceptible to mud-rock flow.
For achieving the above object, the following technical scheme of this utility model offer: the new-type embankment limit of a kind of saline soil area
Slope safeguard structure, including section, upper protective slope structure face and edge matrix, is connected between described section with lower protective slope structure and has low side
Gutter, the upper end of described lower protective slope structure connects end by slope body and is connected with upper protective slope structure, and in the middle of upper protective slope structure
Place is provided with bank protection gutter, and described lower protective slope structure includes lower protective slope structure face and lower bank protection isolation strip, described upper bank protection
Structural plane includes bank protection gutter and upper bank protection isolation strip, and the positioned inside in upper bank protection gutter has drain pipe, described limit
Edge intrinsic silicon has lower protective slope structure face, upper protective slope structure face, lower bank protection isolation strip and upper bank protection isolation strip around connection.
Preferably, the angle of inclination of described lower protective slope structure is 60 °.
Preferably, the angle of inclination of described upper protective slope structure is 15 °.
Preferably, described upper bank protection gutter is mounted with at two altogether, and its internal drain pipe is fixed by steel mesh structure
Dispose.
Preferably, described lower protective slope structure face and upper protective slope structure face are greening vegetation region.
Preferably, described lower bank protection isolation strip and upper bank protection isolation strip are reinforced concrete structure, and it embeds side slope
In soil.
Compared with prior art, the beneficial effects of the utility model are: the new-type embankment of this utility model saline soil area
Slope protection structure, the roadbed situation in conjunction with territory, present many mountain regions is designed, by combining the building in modern architecture construction
Material, uses armored concrete in side slope protection so that the overall steadiness of whole side slope is well improved, on limit
The idle area on slope carries out greening design process, the fastness of the most firm whole side slope, whole slope protection structure
Practicality height very.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is this utility model plan structure schematic diagram.
In figure: 1, section, 2, low side gutter, 3, lower protective slope structure, 4, upper bank protection gutter, 5, upper protective slope structure, 6,
Lower protective slope structure face, 7, upper protective slope structure face, 8, edge matrix, 9, lower bank protection isolation strip, 10, slope body connect end, 11, draining
Pipe, 12, upper bank protection isolation strip.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Fig. 1 and Fig. 2, a kind of technical scheme of this utility model offer: the new-type embankment limit of a kind of saline soil area are provided
Slope safeguard structure, including section 1, low side gutter 2, lower protective slope structure 3, upper bank protection gutter 4, upper protective slope structure 5, lower bank protection
Structural plane 6, upper protective slope structure face 7, edge matrix 8, lower bank protection isolation strip 9, slope body connect end 10, drain pipe 11 and upper bank protection every
From band 12, being connected and have low side gutter 2 between section 1 with lower protective slope structure 3, the upper end of lower protective slope structure 3 is connected by slope body
End 10 is connected with upper protective slope structure 5, and upper protective slope structure 5 middle is provided with bank protection gutter 4, upper protective slope structure 5
Angle of inclination is 15 °, and lower protective slope structure 3 includes lower protective slope structure face 6 and lower bank protection isolation strip 9, the inclination angle of lower protective slope structure 3
Degree is 60 °, and upper protective slope structure face 7 includes bank protection gutter 4 and upper bank protection isolation strip 12, and the inside in upper bank protection gutter 4
Being mounted with drain pipe 11, upper bank protection gutter 4 is mounted with at two altogether, and its internal drain pipe 11 is by the fixing peace of steel mesh structure
Put, edge matrix 8 internal around connection have lower protective slope structure face 6, upper protective slope structure face 7, lower bank protection isolation strip 9 and upper bank protection every
From band 12, lower protective slope structure face 6 and upper protective slope structure face 7 are greening vegetation region, lower bank protection isolation strip 9 and upper bank protection isolation strip
12 is reinforced concrete structure, and in the soil of its embedding side slope.
Operation principle: before using the new-type embankment slope protection structure of this utility model saline soil area, it is right to need
Whole safeguard structure carries out the understanding in simple structure, it is necessary first to soil, salty area carries out preliminary investigation, selects
One preferable plot of ground, first carries out dividing, in its respective region with upper protective slope structure 5 by lower protective slope structure 3
Carry out lower bank protection isolation strip 9 and the construction of upper bank protection isolation strip 12, lower protective slope structure face 6, on protective slope structure face 7 is planted
The layout afforested so that whole safeguard structure obtains the connection of entirety, buries drain pipe 11 the most wherein underground so that rainwater obtains
To outer row freely, the roadbed of the most whole saline soil area is protected.
Embodiment the most of the present utility model, for the ordinary skill in the art,
It is appreciated that in the case of without departing from principle of the present utility model and spirit and these embodiments can be carried out multiple change, repair
Changing, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a new-type embankment slope protection structure for saline soil area, including section (1), upper protective slope structure face (7) and edge
Matrix (8), it is characterised in that: be connected between described section (1) with lower protective slope structure (3) and have low side gutter (2), described under protect
The upper end of slope structure (3) connects end (10) by slope body and is connected with upper protective slope structure (5), and upper protective slope structure (5) middle
Being provided with bank protection gutter (4), described lower protective slope structure (3) includes lower protective slope structure face (6) and lower bank protection isolation strip (9),
Described upper protective slope structure face (7) includes bank protection gutter (4) and upper bank protection isolation strip (12), and upper bank protection gutter (4)
Positioned inside has drain pipe (11), and described edge matrix (8) is internal has lower protective slope structure face (6), upper protective slope structure around connection
Face (7), lower bank protection isolation strip (9) and upper bank protection isolation strip (12).
The new-type embankment slope protection structure of a kind of saline soil area the most according to claim 1, it is characterised in that: described
The angle of inclination of lower protective slope structure (3) is 60 °.
The new-type embankment slope protection structure of a kind of saline soil area the most according to claim 1, it is characterised in that: described
The angle of inclination of upper protective slope structure (5) is 15 °.
The new-type embankment slope protection structure of a kind of saline soil area the most according to claim 1, it is characterised in that: described
Upper bank protection gutter (4) is mounted with at two altogether, and its internal drain pipe (11) is by steel mesh structure fixed in position.
The new-type embankment slope protection structure of a kind of saline soil area the most according to claim 1, it is characterised in that: described
Lower protective slope structure face (6) and upper protective slope structure face (7) are greening vegetation region.
The new-type embankment slope protection structure of a kind of saline soil area the most according to claim 1, it is characterised in that: described
Lower bank protection isolation strip (9) and upper bank protection isolation strip (12) they are reinforced concrete structure, and in the soil of its embedding side slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634232.7U CN205804373U (en) | 2016-06-23 | 2016-06-23 | A kind of new-type embankment slope protection structure of saline soil area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634232.7U CN205804373U (en) | 2016-06-23 | 2016-06-23 | A kind of new-type embankment slope protection structure of saline soil area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804373U true CN205804373U (en) | 2016-12-14 |
Family
ID=57506588
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620634232.7U Expired - Fee Related CN205804373U (en) | 2016-06-23 | 2016-06-23 | A kind of new-type embankment slope protection structure of saline soil area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804373U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268529A (en) * | 2017-06-28 | 2017-10-20 | 防城港市长歧水利管理所 | A kind of small reservoir slope soil and water conservation method |
| CN107386205A (en) * | 2017-06-28 | 2017-11-24 | 防城港市长歧水利管理所 | A kind of reservoir slope soil and water conservation method |
-
2016
- 2016-06-23 CN CN201620634232.7U patent/CN205804373U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268529A (en) * | 2017-06-28 | 2017-10-20 | 防城港市长歧水利管理所 | A kind of small reservoir slope soil and water conservation method |
| CN107386205A (en) * | 2017-06-28 | 2017-11-24 | 防城港市长歧水利管理所 | A kind of reservoir slope soil and water conservation 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 |
Granted publication date: 20161214 Termination date: 20170623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |