CN203066088U - Mountain slope protection structure - Google Patents
Mountain slope protection structure Download PDFInfo
- Publication number
- CN203066088U CN203066088U CN 201320008857 CN201320008857U CN203066088U CN 203066088 U CN203066088 U CN 203066088U CN 201320008857 CN201320008857 CN 201320008857 CN 201320008857 U CN201320008857 U CN 201320008857U CN 203066088 U CN203066088 U CN 203066088U
- Authority
- CN
- China
- Prior art keywords
- bank protection
- massif
- slope protection
- spud pile
- slope structure
- Prior art date
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a mountain slope protection structure which comprises slope protection connecting frames and slope protection flexible ropes used for connecting the slope protection connecting frames. The slope protection connecting frames are further connected with fixing columns used for being inserted in a mountain to fix the slope protection connecting frames. The fixing columns are inserted in the mountain, a concrete layer is deposited at the bottom ends of the fixing columns to enable the fixing columns to be fixed, the upper ends of the fixing columns are connected with the slope protection connecting frames, and the slope protection flexible ropes are used for connecting the slope protection connecting frames in an 8 shape. Therefore, mudstones on the mountain can be effectively prevented from rolling onto a road, or road blocking caused by landslide and collapse is avoided, and the mountain slope protection structure has the advantages of being fast and convenient to construct and low in cost.
Description
[technical field]
The utility model relates to the road prevention structure, especially a kind of protective slope structure for massif.
[background technology]
In the actual life, there is massif a side or the both sides of a lot of roads, particularly the road of just having built, in blowing and raining, mudstone on the massif is easy to tumble on the road, and perhaps the landslide caves in and blocks road, brings potential safety hazard for vehicle and the pedestrian in this highway section of passing through.At this situation, the measure of adopting has usually: the one, plant vegetation at ruined massif, and its time is long, is washed away by rainwater easily; The 2nd, fluid concrete on the massif that destroys, its effect is obvious, but engineering quantity is big, and the cost height.
The utility model is is namely researched and proposed at the deficiencies in the prior art.
[utility model content]
The technical problems to be solved in the utility model provides a kind of protective slope structure for massif, be provided with some spud piles at massif, the spud pile upper end is connected with the bank protection link, the bank protection flexible strand is 8 fonts with the bank protection link and connects, can prevent effectively that the mudstone on the massif from tumbling on the road, or prevent that the landslide from caving in and block road.It is convenient to have quick construction, the characteristics that cost is low.
For solving the problems of the technologies described above, a kind of protective slope structure for massif of the utility model, adopt following technical scheme:
A kind of protective slope structure for massif of the utility model comprises the bank protection link and is used for the interconnective bank protection flexible strand of bank protection link, and described bank protection link also is connected with and inserts massif and be used for fixing spud pile.
Described spud pile is hollow section, is cast with layer of concrete between described spud pile bottom and the massif.
Described spud pile bottom is provided be used to the back taper fixed part that prevents that spud pile is pulled up.
Described bank protection link is cross.
Described bank protection link side is provided with the connecting hole for interspersed bank protection flexible strand.
Be connected with wear-resisting sleeve on the described connecting hole.
Also be provided with the holding screw that compresses for the bank protection flexible strand on the described bank protection link, the setting that intersects vertically of described holding screw and connecting hole.
Described bank protection flexible strand interconnects the bank protection link and is 8 fonts.
Be provided with connector between described bank protection link and the spud pile, described connector and spud pile are by being threaded.
A kind of protective slope structure for massif of the utility model, spud pile inserts massif, and at spud pile bottom fluid concrete layer, make it fixing, described spud pile upper end is connected with the bank protection link, the bank protection flexible strand is 8 fonts with the bank protection link and connects, and can prevent effectively that the mudstone on the massif from tumbling on the road, or prevents that the landslide from caving in and block road.It is convenient to have quick construction, the characteristics that cost is low.
[description of drawings]
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail, wherein:
Fig. 1 is the utility model vertical view;
Fig. 2 is the utility model partial sectional view;
Fig. 3 is bank protection link and modular construction schematic diagram in the utility model.
Fig. 4 is that spud pile inserts the massif schematic diagram in the utility model.
[specific embodiment]
Below in conjunction with accompanying drawing embodiment of the present utility model is elaborated.
A kind of protective slope structure for massif of the utility model is blocked mudstone loosening on the massif by bank protection flexible strand 7.Comprise bank protection link 1 and be used for bank protection link 1 interconnective bank protection flexible strand 7 that described bank protection link 1 also is connected with and inserts massif and be used for fixing spud pile 3.
Described spud pile 3 is hollow section, is cast with layer of concrete 4 between described spud pile 3 bottoms and the massif.
Described spud pile 3 bottoms are provided be used to the back taper fixed part 9 that prevents that spud pile 3 is pulled up.
Described bank protection link 1 is cross.
Described bank protection link 1 side is provided with the connecting hole 6 for interspersed bank protection flexible strand 7.
Be connected with wear-resisting sleeve 8 on the described connecting hole 6.
Also be provided with for the holding screw 2 that bank protection flexible strand 7 is compressed the setting that intersects vertically of described holding screw 2 and connecting hole 6 on the described bank protection link 1.
Described bank protection flexible strand 7 interconnects bank protection link 1 and is 8 fonts.
Be provided with connector 5 between described bank protection link 1 and the spud pile 3, described connector 5 and spud pile 3 are by being threaded.
During construction, earlier some spud piles 3 are rationally distributed the insertion massif is set, before inserting massif, the bottom of spud pile 3 is blocked with concrete lump 11 with matching, prevent that mudstone on the massif from pipe filling in the spud pile 3, making it to insert together massif, insert certain depth after, insert steel pole from the upper end of spud pile 3, concrete lump 11 is impacted from spud pile 3 bottoms separate; To spud pile 3 bottom fluid concrete layers 4, make layer of concrete 4 parcel back taper fixed parts 9 then, guarantee that spud pile 3 fixedly secures on massif; Again bank protection link 1 is fixedlyed connected with spud pile 3 by connector 5; Last bank protection flexible strand 7 interspersed the connection is 8 fonts mutually with bank protection link 1, by regulating holding screw 2, bank protection flexible strand 7 firmly is connected with bank protection link 1, and the degree of tightness of each section bank protection flexible strand 7 can not influenced each other.
Massif is when being subjected to the rainwater impact, and bank protection flexible strand 7 and bank protection link 1 are fixed the mudstone on the massif or blocked, and effectively avoid it to tumble on the road.
Claims (9)
1. protective slope structure that is used for massif, it is characterized in that comprising bank protection link (1) and be used for the interconnective bank protection flexible strand of bank protection link (1) (7) that described bank protection link (1) also is connected with and inserts massif and be used for fixing spud pile (3).
2. by the described a kind of protective slope structure for massif of claim 1, it is characterized in that described spud pile (3) is hollow section, be cast with layer of concrete (4) between described spud pile (3) bottom and the massif.
3. by the described a kind of protective slope structure for massif of claim 2, it is characterized in that described spud pile (3) bottom is provided be used to the back taper fixed part (9) that prevents that spud pile (3) is pulled up.
4. by the described a kind of protective slope structure for massif of claim 1, it is characterized in that described bank protection link (1) is cross.
5. by the described a kind of protective slope structure for massif of claim 1, it is characterized in that described bank protection link (1) side is provided with the connecting hole (6) for interspersed bank protection flexible strand (7).
6. by the described a kind of protective slope structure for massif of claim 5, it is characterized in that being connected with on the described connecting hole (6) wear-resisting sleeve (8).
7. by the described a kind of protective slope structure for massif of claim 5, it is characterized in that also being provided with on the described bank protection link (1) holding screw (2) for bank protection flexible strand (7) is compressed, the setting that intersects vertically of described holding screw (2) and connecting hole (6).
8. by the described a kind of protective slope structure for massif of claim 1, it is characterized in that described bank protection flexible strand (7) interconnects bank protection link (1) and be 8 fonts.
9. by the described a kind of protective slope structure for massif of claim 1, it is characterized in that being provided with connector (5) between described bank protection link (1) and the spud pile (3), described connector (5) and spud pile (3) are by being threaded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320008857 CN203066088U (en) | 2013-01-08 | 2013-01-08 | Mountain slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320008857 CN203066088U (en) | 2013-01-08 | 2013-01-08 | Mountain slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066088U true CN203066088U (en) | 2013-07-17 |
Family
ID=48764899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320008857 Expired - Fee Related CN203066088U (en) | 2013-01-08 | 2013-01-08 | Mountain slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203066088U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878769A (en) * | 2015-06-19 | 2015-09-02 | 中国电建集团成都勘测设计研究院有限公司 | Debris flow protecting system |
| CN106223349A (en) * | 2016-07-27 | 2016-12-14 | 宁波市交通规划设计研究院有限公司 | A kind of prevention and controls of mountain highway tunnel portal side slope sloughing risk |
| CN108487190A (en) * | 2018-04-13 | 2018-09-04 | 张剑 | A kind of water conservancy slope protection net |
-
2013
- 2013-01-08 CN CN 201320008857 patent/CN203066088U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878769A (en) * | 2015-06-19 | 2015-09-02 | 中国电建集团成都勘测设计研究院有限公司 | Debris flow protecting system |
| CN106223349A (en) * | 2016-07-27 | 2016-12-14 | 宁波市交通规划设计研究院有限公司 | A kind of prevention and controls of mountain highway tunnel portal side slope sloughing risk |
| CN108487190A (en) * | 2018-04-13 | 2018-09-04 | 张剑 | A kind of water conservancy slope protection net |
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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: 20130717 Termination date: 20150108 |
|
| EXPY | Termination of patent right or utility model |