CN203049596U - Construction structure of sinking type slide-resistant pile - Google Patents
Construction structure of sinking type slide-resistant pile Download PDFInfo
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- CN203049596U CN203049596U CN 201320064263 CN201320064263U CN203049596U CN 203049596 U CN203049596 U CN 203049596U CN 201320064263 CN201320064263 CN 201320064263 CN 201320064263 U CN201320064263 U CN 201320064263U CN 203049596 U CN203049596 U CN 203049596U
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- massif
- slide
- resistant pile
- antislide pile
- antislide
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Abstract
The utility model relates to the treatment field of landslide, in particular to a construction structure of a sinking type slide-resistant pile. The construction structure of the sinking type slide-resistant pile is characterized by comprising a slide-resistant pile body, wherein one end of the slide-resistant pile body is fixed inside a massif slide bed, the other end of the slide-resistant pile body extends upwards and passes through a massif slide band and reach the interior of a massif slip mass, and the other end of the slide-resistant pile body is located below the surface of the massif slip mass. According to the construction structure of the sinking type slide-resistant pile, material strength of the slide-resistant pile is fully utilized, and production cost of the slide-resistant pile is reduced.
Description
Technical field
The utility model relates to the improvement field of landslide, particularly a kind of constructing structure of sink formula antislide pile.
Background technology
The landslide is one of China's main hazards, because its distribution region is the widest, the geological disaster that causes is the most serious and cause people's common concern, has also produced a series of control measures thus, as: antislide pile, retaining wall, anchor pole (rope) etc.Various treatment measures have its concrete condition of using, and wherein antislide pile is owing to simple in structure, easy construction are used widely.But the stressed mechanism of action of antislide pile has determined its ground body that can not well be applied to come down, and therefore need develop a kind of novel pile body, can be good at bringing into play the strength of materials of pile body.
The utility model content
The purpose of this utility model is to give full play to the strength of materials of antislide pile, reduces the cost of production of antislide pile.For this reason, the utility model proposes a kind of constructing structure of sink formula antislide pile.
The technical scheme that the utility model provides is:
A kind of constructing structure of sink formula antislide pile comprises:
Antislide pile, one end are fixed in the inside of the sliding bed of massif, and the other end extends upward, and pass the sliding band of massif, and extend to the inside of massif gliding mass, and the described other end is positioned at below the surface of described massif gliding mass.
Preferably, in the constructing structure of described sink formula antislide pile, also comprise:
Installing hole, it is opened on the sliding bed of described massif, is extended downwards by the surface of the sliding bed of described massif;
Reinforcing cage, described reinforcing cage places described installing hole;
Described antislide pile is the cylinder that concreting forms in described reinforcing cage.
Preferably, in the constructing structure of described sink formula antislide pile, the surface kind of described massif gliding mass is implanted with vegetation.
Preferably, in the constructing structure of described sink formula antislide pile, on the sliding bed of described massif a plurality of antislide piles are set, wherein, described a plurality of antislide piles are the single row or multiple rows setting.
In the constructing structure of sink formula antislide pile described in the utility model, antislide pile passes the sliding band of massif and is fixed in the inner and stake top of the sliding bed of massif and is positioned at below the massif gliding mass surface, because the antislide pile pile body shortens stressed better, can give full play to the strength of materials of pile body, and consumption of materials has reduced cost of production than general antislide pile economy.The surface kind of massif gliding mass is implanted with vegetation simultaneously, the environment around the greening.
Description of drawings
Fig. 1 is the schematic diagram of constructing structure first embodiment of described sink formula antislide pile;
Fig. 2 is the schematic diagram of constructing structure second embodiment of described sink formula antislide pile.
The specific embodiment
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, will do simple the introduction to needed accompanying drawing in embodiment or the description of the Prior Art below.
The utility model provides a kind of constructing structure of sink formula antislide pile, comprising:
In the constructing structure of described sink formula antislide pile, also comprise:
Installing hole, it is opened on the sliding bed of described massif, is extended downwards by the surface of the sliding bed of described massif;
Reinforcing cage, described reinforcing cage places described installing hole;
Described antislide pile is the cylinder that concreting forms in described reinforcing cage.
In the constructing structure of described sink formula antislide pile, the surface kind of described massif gliding mass is implanted with vegetation.
In the constructing structure of described sink formula antislide pile, on the sliding bed of described massif a plurality of antislide piles are set, wherein, described a plurality of antislide piles are the single row or multiple rows setting.
In the utility model, when the place, landslide that administers at needs arranges a row or multi-row antislide pile, at first locate at the place of imbedding of antislide pile excavation installing hole to the sliding bed of massif, reinforcing cage is placed installing hole and concreting, treat to form antislide pile after the concrete curing moulding antislide pile stake top backfill soil body.Antislide pile is fixed in the mode that the inner and stake top of the sliding bed of massif is lower than massif gliding mass surface and arranges to pass the sliding band of massif, actual conditions according to the soil body and rock arrange the distance that antislide pile stake top is lower than massif gliding mass surface, antislide pile shortens owing to pile body length, corresponding moment of flexure value is less, more reasonable stress can be given full play to the strength of materials of pile body.The surface kind of massif gliding mass is implanted with vegetation, satisfies environment requirements.Antislide pile can also be used with other forms of landslide suspension device, as anchor pole, anchor cable, total length antislide pile, cantilever pile, retaining wall, Vierendeel girder, geo-grid etc.
Although embodiment of the present utility model is open as above, but it is not restricted to listed utilization in manual and the embodiment, it can be applied to the various fields of the present utility model that are fit to fully, for those skilled in the art, can easily realize other modification, therefore do not deviating under the universal that claim and equivalency range limit, the utility model is not limited to specific details and illustrates here and the legend of describing.
Claims (4)
1. the constructing structure of a sink formula antislide pile is characterized in that, comprising:
Antislide pile, one end are fixed in the inside of the sliding bed of massif, and the other end extends upward, and pass the sliding band of massif, and extend to the inside of massif gliding mass, and the described other end is positioned at below the surface of described massif gliding mass.
2. the constructing structure of sink formula antislide pile as claimed in claim 1 is characterized in that, also comprises:
Installing hole, it is opened on the sliding bed of described massif, is extended downwards by the surface of the sliding bed of described massif;
Reinforcing cage, described reinforcing cage places described installing hole;
Described antislide pile is the cylinder that concreting forms in described reinforcing cage.
3. the constructing structure of sink formula antislide pile as claimed in claim 2 is characterized in that, the surface kind of described massif gliding mass is implanted with vegetation.
4. the constructing structure of sink formula antislide pile as claimed in claim 3 is characterized in that, on the sliding bed of described massif a plurality of antislide piles is set, and wherein, described a plurality of antislide piles are the single row or multiple rows setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320064263 CN203049596U (en) | 2013-02-04 | 2013-02-04 | Construction structure of sinking type slide-resistant pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320064263 CN203049596U (en) | 2013-02-04 | 2013-02-04 | Construction structure of sinking type slide-resistant pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203049596U true CN203049596U (en) | 2013-07-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320064263 Expired - Fee Related CN203049596U (en) | 2013-02-04 | 2013-02-04 | Construction structure of sinking type slide-resistant pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203049596U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149737A (en) * | 2016-08-26 | 2016-11-23 | 中铁二院工程集团有限责任公司 | A kind of large landslide anchor structure and method for designing thereof |
| CN107604931A (en) * | 2017-11-08 | 2018-01-19 | 辽宁大学 | The breakage mountain body restorative procedure and structure that a kind of friction pile is combined with GSZ |
| CN108842793A (en) * | 2018-07-10 | 2018-11-20 | 中国地质大学（武汉） | A kind of miniature clump of piles formula antiskid structure system of cantilever pile-and construction method |
| CN109235464A (en) * | 2018-09-10 | 2019-01-18 | 中铁六局集团广州工程有限公司 | Compound Anti-sliding stopping structure |
-
2013
- 2013-02-04 CN CN 201320064263 patent/CN203049596U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149737A (en) * | 2016-08-26 | 2016-11-23 | 中铁二院工程集团有限责任公司 | A kind of large landslide anchor structure and method for designing thereof |
| CN106149737B (en) * | 2016-08-26 | 2019-02-22 | 中铁二院工程集团有限责任公司 | A kind of design method of large landslide anchor structure |
| CN107604931A (en) * | 2017-11-08 | 2018-01-19 | 辽宁大学 | The breakage mountain body restorative procedure and structure that a kind of friction pile is combined with GSZ |
| CN108842793A (en) * | 2018-07-10 | 2018-11-20 | 中国地质大学（武汉） | A kind of miniature clump of piles formula antiskid structure system of cantilever pile-and construction method |
| CN109235464A (en) * | 2018-09-10 | 2019-01-18 | 中铁六局集团广州工程有限公司 | Compound Anti-sliding stopping 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: 20130710 Termination date: 20210204 |