CN205000345U - Slope planting soil property bearing structure - Google Patents
Slope planting soil property bearing structure Download PDFInfo
- Publication number
- CN205000345U CN205000345U CN201520774168.8U CN201520774168U CN205000345U CN 205000345 U CN205000345 U CN 205000345U CN 201520774168 U CN201520774168 U CN 201520774168U CN 205000345 U CN205000345 U CN 205000345U
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- China
- Prior art keywords
- firming
- layer
- soil property
- drainage layer
- slope
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Abstract
The utility model discloses a slope planting soil property bearing structure, including the slope body, cover on the astable soil property layer of the one deck of sloping body surface face with by the honeycomb that main skeleton the formed skeleton that intercepts water, the every intercepts water the center of skeleton and all is equipped with circular shape firming drainage layer, firming drainage layer is built by laying bricks or stones by the slabstone and is formed, each all be equipped with on the firming drainage layer from boring the formula stock, should bore the formula stock certainly and pass firming drainage layer, astable soil property layer and the slope body in proper order and realize firm compaction, through firming drainage layer, can with the astable soil property layer that is in sloping body surface layer through boring the firmly compaction of formula stock certainly, greatly increased the stability of the sloping body, reduce the probability that takes place the landslide because the soil property is soft, and firming drainage layer is built by laying bricks or stones by the slabstone and is formed, has increased its water permeability, has increased self ability of soil.
Description
Technical field
The utility model relates to a kind of side slope, and more particularly, it relates to a kind of greening side slope soil property braced structures.
Background technology
In the geotechnical engineering in the fields such as railway, highway, water conservancy, building, the protection method that ordinary soil side slope is usually taked to put slope, propped up gear or both combinations, to ensure the stability of side slope.
In existing side slope protection administering method, this class formation that side slope arranges planting groove is more and more diversified.As patent announcement CN2825747Y a kind of plants for ecological treatment of slope a kind of light flexible structure greening groove be applicable on high abrupt slope that raw groove and patent announcement number are CN203559424U, these two patents are all in side slope, arrange the structure of similar barricade and the structure of domatic formation planting groove, and then in planting groove, filling planting soil plants green plants afterwards to reach the object of ecological treatment of slope.
Even if but like this, the side slope after raining still goes wrong often, there is landslide phenomenon, when the soil property of side slope is comparatively soft, is easy to form coming off of planting groove, causes security incident.So the soil property braced structures further improving side slope is a direction needing research and development for a long time.
Utility model content
For the deficiency that prior art exists, the purpose of this utility model is to provide a kind of greening side slope soil property braced structures preventing slope and land slide effective.
For achieving the above object, the utility model provides following technical scheme: a kind of greening side slope soil property braced structures, the cellular skeleton that intercepts water comprising slope body, cover the astable soil layer of one deck of slope surface and formed by main framing, circular firming drainage layer is equipped with every the center of the skeleton that intercepts water, described firming drainage layer is built by laying bricks or stones by slabstone and is formed, firming drainage layer described in each is equipped with automatic anchor pole, and this automatic anchor pole passes firming drainage layer, astable soil layer and slope body successively and realizes firm compacting.
The utility model is set to further: the skeleton that intercepts water described in each is all equipped with grid iron wire.
The utility model is set to further: the termination of described automatic anchor pole is provided with barb structure.
Compared with prior art, the utility model has the advantage of: can in each intercepts water skeleton planting groove tank plant, can be used for tackle surface water, prevent surface water from washing away domatic; And by firming drainage layer, by being in the astable soil layer of slope surface layer by automatic anchor pole firmly compacting, the stability of slope body can be considerably increased, reducing the probability that landslide occurs because soil property is soft; And firming drainage layer is built by laying bricks or stones by slabstone and is formed, and adds its water permeability, adds the self-ability of soil; And the cellular skeleton that intercepts water make use of orthohexagonal structural integrity, the reinforcement performance of main framing on slope surface is promoted again; Barb structure is arranged in the termination of automatic anchor pole, more firm by the connection of the firming drainage layer again making to be fixed by automatic anchor pole, astable soil layer and slope body, prevent the generation of the sliding phenomenon of the loosening astable soil layer caused due to automatic anchor pole.
Accompanying drawing explanation
Fig. 1 is the part-structure front view of a kind of greening side slope soil property of the utility model braced structures embodiment;
Fig. 2 is the A-A view of Fig. 1.
In figure, 1, intercept water skeleton; 2, grid iron wire; 3, automatic anchor pole; 31, barb structure; 4, firming drainage layer; 5, astable soil layer; 6, slope body.
Detailed description of the invention
Referring to figs. 1 through Fig. 2, the embodiment of a kind of greening side slope soil property of the utility model braced structures is described further.
A kind of greening side slope soil property braced structures, comprise slope body 6, the astable soil layer of one deck 5 covering slope body 6 surface and the cellular skeleton 1 that intercepts water formed by main framing, intercept water described in each on skeleton 1 and be all equipped with grid iron wire 2, circular firming drainage layer 4 is equipped with every the center of the skeleton 1 that intercepts water, described firming drainage layer 4 is built by laying bricks or stones by slabstone and is formed, firming drainage layer 4 described in each is equipped with automatic anchor pole 3, this automatic anchor pole 3 is successively through firming drainage layer 4, astable soil layer 5 and slope body 6 also realize firm compacting, the termination of described automatic anchor pole 3 is provided with barb structure 31.
According to said structure and accompanying drawing, can in each intercepts water skeleton 1 planting groove tank plant, can be used for tackling surface water, prevent surface water from washing away domatic, and the center due to the skeleton 1 that intercepts water at each is provided with firming drainage layer 4, its longer plant can be distributed ringwise, more elegant in appearance; And in order to plant longer from the skeleton 1 that intercepts water more reasonable, the plant of shape of swashing can be planted in the bottom of slope body 6, plant the plant of sagging type on the top of slope body 6, plant flat elongated plant in the stage casing of slope body 6, reach " upper to hang down, under climb, middle-grade " afforestation effect.
By firming drainage layer 4, by being in the astable soil layer 5 on slope body 6 top layer by automatic anchor pole 3 firmly compacting, the stability of slope body 6 can be considerably increased, reducing the probability that landslide occurs because soil property is soft; And firming drainage layer 4 is built by laying bricks or stones by slabstone and is formed, and adds its water permeability, adds the self-ability of soil; And the cellular skeleton 1 that intercepts water make use of orthohexagonal structural integrity, the reinforcement performance of main framing on slope body 6 surface is promoted again; Barb structure 31 is arranged in the termination of automatic anchor pole 3, more firm by the connection of the firming drainage layer 4, astable soil layer 5 and the slope body 6 that again make to be fixed by automatic anchor pole 3, prevent the generation of the sliding phenomenon of the loosening astable soil layer 5 caused due to automatic anchor pole 3.
The above is only preferred embodiment of the present utility model, protection domain of the present utility model be not only confined to above-described embodiment, and all technical schemes belonged under the utility model thinking all belong to protection domain of the present utility model.It should be pointed out that for those skilled in the art, do not departing from the some improvements and modifications under the utility model principle prerequisite, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (3)
1. a greening side slope soil property braced structures, the cellular skeleton that intercepts water comprising slope body, cover the astable soil layer of one deck of slope surface and formed by main framing, it is characterized in that, circular firming drainage layer is equipped with every the center of the skeleton that intercepts water, described firming drainage layer is built by laying bricks or stones by slabstone and is formed, firming drainage layer described in each is equipped with automatic anchor pole, and this automatic anchor pole passes firming drainage layer, astable soil layer and slope body successively and realizes firm compacting.
2. a kind of greening side slope soil property braced structures according to claim 1, is characterized in that, the skeleton that intercepts water described in each is all equipped with grid iron wire.
3. a kind of greening side slope soil property braced structures according to claim 2, it is characterized in that, the termination of described automatic anchor pole is provided with barb structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520774168.8U CN205000345U (en) | 2015-09-30 | 2015-09-30 | Slope planting soil property bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520774168.8U CN205000345U (en) | 2015-09-30 | 2015-09-30 | Slope planting soil property bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205000345U true CN205000345U (en) | 2016-01-27 |
Family
ID=55157242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520774168.8U Expired - Fee Related CN205000345U (en) | 2015-09-30 | 2015-09-30 | Slope planting soil property bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205000345U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042846A (en) * | 2019-03-11 | 2019-07-23 | 昆明理工大学 | A kind of construction method of the increase soil moved in improve the original stability suitable for high precipitous rock slope |
-
2015
- 2015-09-30 CN CN201520774168.8U patent/CN205000345U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042846A (en) * | 2019-03-11 | 2019-07-23 | 昆明理工大学 | A kind of construction method of the increase soil moved in improve the original stability suitable for high precipitous rock slope |
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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: 20160127 Termination date: 20210930 |