CN205856953U - A kind of anti-settling road structure containing fiberglass grid - Google Patents
A kind of anti-settling road structure containing fiberglass grid Download PDFInfo
- Publication number
- CN205856953U CN205856953U CN201620757990.8U CN201620757990U CN205856953U CN 205856953 U CN205856953 U CN 205856953U CN 201620757990 U CN201620757990 U CN 201620757990U CN 205856953 U CN205856953 U CN 205856953U
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- China
- Prior art keywords
- fiberglass grid
- water barrier
- grid
- road structure
- roadbed
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of anti-settling road structure containing fiberglass grid, including the salification zone of vegetation, roadbed top layer, fiberglass grid, water barrier and substrate, the described salification zone of vegetation is connected with side slope, in described side slope, reinforcing pile is installed, described fiberglass grid is connected with roadbed top layer, described water barrier be provided above grail bed course, and water barrier is connected with protective slope, the lower section of described water barrier is provided with improvement loess formation, and described substrate is connected with improvement loess formation by the anti-cushion that falls into.Should be containing the anti-settling road structure of fiberglass grid, it is provided with fiberglass grid, Colophonium and concrete preferably to merge with fiberglass grid, is connected firmly, by the salinity in plant absorption soil, avoiding loosing soil degree height danger of subsiding occur, be provided with water barrier, water does not penetrates into ground, it is provided with anti-sunken cushion, the impulse force of sinking can be buffered, ensure stablizing of roadbed use, reduce the maintenance cost to roadbed.
Description
Technical field
This utility model relates to Collapsible Loess District anti-settling roadbed technical field, is specially one containing glass fibre
The anti-settling road structure of grid.
Background technology
Collapsible loess soil property is more uniform, short texture, porosity high, and not by water-soaked time, intensity is higher, compressible
Scope smaller, when under a certain pressure by water-soaked, soil structure can be destroyed rapidly, produces bigger additional sinking, cause tight
The harm of weight, carries out engineering construction, it is necessary to forethought causes additional settlement pair because of damp sink of foundation on collapsible loess foundation
The harm that engineering is likely to result in, it is to avoid bigger security incident and property loss occur, road foundation construction is exactly so, existing
Some anti-settling road structures are not provided with fiberglass grid, and Colophonium preferably cannot merge with concrete, connect insecure,
Being not provided with salification vegetational zone, it is impossible to reduce the salinity in soil, the too high loosing soil degree of salinity is higher, easily subsides,
Being not provided with water barrier, the water capacity easily penetrates into ground and causes certain potential safety hazard, is not provided with anti-sunken cushion, it is impossible to slow
Rush the impulse force etc. of setting of ground, market is badly in need of improving Collapsible Loess District dust-proof sunken road structure at present, ensures that roadbed makes
Stability, it is to avoid the danger subsided, be significantly reduced the maintenance cost to roadbed, promote Collapsible Loess District
Transportation Development, is required in the market.
Utility model content
The purpose of this utility model is to provide a kind of anti-settling road structure containing fiberglass grid, on solving
State the road bed proposed in background technology and connect insecure, easily infiltration and the high salt in soil cannot be removed grade and ask
Topic.
For achieving the above object, this utility model provides following technical scheme: a kind of anti-settling containing fiberglass grid
Fall road structure, including the salification zone of vegetation, roadbed top layer, fiberglass grid, water barrier and substrate, the described salification zone of vegetation with
Side slope is connected, and described side slope is provided with reinforcing pile, and the two ends, left and right on described roadbed top layer are fixed with protective slope, described protection
The outside on slope is provided with rhone, and described fiberglass grid is connected with roadbed top layer, the lower section of described fiberglass grid
Being equipped with metalling, the bottom of described metalling is fixed with concrete layer, described water barrier be provided above grail bed course,
And water barrier is connected with protective slope, the lower section of described water barrier is provided with improvement loess formation, and described substrate falls into buffering by anti-
Layer is connected with improvement loess formation, and the bottom of substrate is provided with reinforcing pile.
Preferably, described road bed is 5 ° with the angle of horizontal plane.
Preferably, described water barrier be internally provided with plastic sheeting.
Preferably, described improvement loess formation is loess under pressure, and salinity is less than the salinity of collapsible loess.
Preferably, the described anti-thickness falling into cushion is 5mm.
Compared with prior art, the beneficial effects of the utility model are: should be containing the anti-settling roadbed of fiberglass grid
Structure, is provided with fiberglass grid, Colophonium and concrete and can preferably merge with fiberglass grid, be connected firmly, be provided with
Salification vegetational zone, by the salinity in plant absorption soil, it is to avoid salinity is too high causes the danger that loosing soil degree is higher to send out
Raw, it is to avoid causing and subside, be provided with water barrier, water will not penetrate into ground, it is provided with anti-sunken cushion, it is possible to buffering setting of ground
Impulse force, ensure roadbed use stability, it is to avoid the danger subsided, be significantly reduced the maintenance cost to roadbed, rush
Enter the Transportation Development of Collapsible Loess District.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
In figure: 1, the salification zone of vegetation, 2, side slope, 3, reinforcing pile, 4, rhone, 5, protective slope, 6, roadbed top layer, 7, glass
Fiber grid, 8, metalling, 9, concrete layer, 10, grail bed course, 11, water barrier, 12, improvement loess formation, 13, anti-fall into slow
Rush layer, 14, substrate.
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, a kind of technical scheme of this utility model offer: a kind of anti-settling roadbed containing fiberglass grid are provided
Structure, including the salification zone of vegetation 1, side slope 2, reinforcing pile 3, rhone 4, protective slope 5, roadbed top layer 6, fiberglass grid 7, broken
Rock layers 8, concrete layer 9, grail bed course 10, water barrier 11, improvement loess formation 12, anti-sunken cushion 13 and substrate 14, salification
The zone of vegetation 1 is connected with side slope 2, and side slope 2 is provided with reinforcing pile 3, and the two ends, left and right on roadbed top layer 6 are fixed with protective slope 5, road
Primary surface 6 is 5 ° with the angle of horizontal plane, and the rainwater on rainy day flows into rhone 4 along roadbed top layer 6 and drains, protective slope 5
Outside is provided with rhone 4, and fiberglass grid 7 is connected with roadbed top layer 6, and the lower section of fiberglass grid 7 is equipped with broken
Rock layers 8, the bottom of metalling 8 is fixed with concrete layer 9, water barrier 11 be provided above grail bed course 10, and water barrier
11 are connected with protective slope 5, water barrier 11 be internally provided with plastic sheeting, impermeable effective, it is to avoid water enters ground, every
The lower section of water layer 11 is provided with improvement loess formation 12, and improvement loess formation 12 is loess under pressure, and salinity is less than collapsible loess
Salinity, internal voids rate is few, does not have the danger subsided, and substrate 14 is connected with improvement loess formation 12 by the anti-cushion 13 that falls into
Connecing, and the bottom of substrate 14 is provided with reinforcing pile 3, the anti-thickness falling into cushion 13 is 5mm, sufficiently alleviates impulsive force of subsiding,
Well protect roadbed.
Operation principle: when using this anti-settling road structure containing fiberglass grid, the salification zone of vegetation 1 absorbs wet
Falling into the salinity in property loess, prevent the too much soil layer of salinity from subsiding, fiberglass grid 7 and roadbed top layer 6 are mutually merged closely, even
Connecing firmly, roadbed top layer 6 and horizontal plane angle 5 °, the rainwater on rainy day flows into rhone 4 along roadbed top layer 6 and drains, protection
Slope 5 and water barrier 11 function to, and prevent rainwater from entering internal, and the reinforcing pile 3 on both sides fixes the roadbed of centre, limits road
Base subsides defeated and dispersed, and anti-cushion 13 thickness that falls into alleviates the impulsive force subsided, and well protects roadbed, here it is should be containing glass fibers
The whole process of the anti-settling road structure work of dimension grid.
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 (5)
1. the anti-settling road structure containing fiberglass grid, including the salification zone of vegetation (1), roadbed top layer (6), glass
Fiber grid (7), water barrier (11) and substrate (14), it is characterised in that: the described salification zone of vegetation (1) is connected with side slope (2),
Being provided with reinforcing pile (3) in described side slope (2), the two ends, left and right of described roadbed top layer (6) are fixed with protective slope (5), described anti-
The outside of bank protection (5) is provided with rhone (4), and described fiberglass grid (7) is connected with roadbed top layer (6), described glass
The lower section of fiber grid (7) is equipped with metalling (8), and the bottom of described metalling (8) is fixed with concrete layer (9), described every
Water layer (11) be provided above grail bed course (10), and water barrier (11) is connected with protective slope (5), described water barrier
(11) lower section is provided with improvement loess formation (12), and described substrate (14) falls into cushion (13) and improvement loess formation (12) by anti-
It is connected, and the bottom of substrate (14) is provided with reinforcing pile (3).
A kind of anti-settling road structure containing fiberglass grid the most according to claim 1, it is characterised in that: described
Road bed (6) is 5 ° with the angle of horizontal plane.
A kind of anti-settling road structure containing fiberglass grid the most according to claim 1, it is characterised in that: described
Water barrier (11) be internally provided with plastic sheeting.
A kind of anti-settling road structure containing fiberglass grid the most according to claim 1, it is characterised in that: described
Improvement loess formation (12) is loess under pressure, and salinity is less than the salinity of collapsible loess.
A kind of anti-settling road structure containing fiberglass grid the most according to claim 1, it is characterised in that: described
The anti-thickness falling into cushion (13) is 5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620757990.8U CN205856953U (en) | 2016-07-19 | 2016-07-19 | A kind of anti-settling road structure containing fiberglass grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620757990.8U CN205856953U (en) | 2016-07-19 | 2016-07-19 | A kind of anti-settling road structure containing fiberglass grid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205856953U true CN205856953U (en) | 2017-01-04 |
Family
ID=57647501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620757990.8U Expired - Fee Related CN205856953U (en) | 2016-07-19 | 2016-07-19 | A kind of anti-settling road structure containing fiberglass grid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205856953U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103853A (en) * | 2017-12-20 | 2018-06-01 | 芜湖润蓝生物科技有限公司 | A kind of track traffic road structure |
| CN109958012A (en) * | 2017-12-22 | 2019-07-02 | 张远凤 | A kind of high-grade antireflection anticracking roadbed of extremely frigid zones |
| CN109958016A (en) * | 2017-12-22 | 2019-07-02 | 张远凤 | A kind of extremely frigid zones marshland roadbed anti-sedimentation structure |
-
2016
- 2016-07-19 CN CN201620757990.8U patent/CN205856953U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103853A (en) * | 2017-12-20 | 2018-06-01 | 芜湖润蓝生物科技有限公司 | A kind of track traffic road structure |
| CN109958012A (en) * | 2017-12-22 | 2019-07-02 | 张远凤 | A kind of high-grade antireflection anticracking roadbed of extremely frigid zones |
| CN109958016A (en) * | 2017-12-22 | 2019-07-02 | 张远凤 | A kind of extremely frigid zones marshland roadbed anti-sedimentation structure |
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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: 20170104 Termination date: 20170719 |