CN205296150U - Novel barb stock - Google Patents
Novel barb stock Download PDFInfo
- Publication number
- CN205296150U CN205296150U CN201620006115.6U CN201620006115U CN205296150U CN 205296150 U CN205296150 U CN 205296150U CN 201620006115 U CN201620006115 U CN 201620006115U CN 205296150 U CN205296150 U CN 205296150U
- Authority
- CN
- China
- Prior art keywords
- anchor pole
- stock
- agnail
- bolt body
- novel
- 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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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a novel barb stock belongs to the geotechnical engineering supporting construction field, and it is by stock body, stock barb, the stock tip, and high strong spring, the pivot is formed, its characterized in that on the stock body was placed in to the stock barb, continuous through pivot and stock body, stock body top was placed in to the stock tip, and high strong spring one end links to each other with the stock body, and one end links to each other with the stock barb.
Description
Technical field
The utility model discloses a kind of novel agnail anchor pole, belong to Geotechnical Engineering supporting construction field.
Background technology
Anchor pole is the Rock And Soil main stressed member of its support reinforcement system, by anchoring-bolt system longitudinal pulling force operation, strengthen the resistance to tension of Rock And Soil itself, reach the effect that Rock And Soil is stable, existing anchor pole is varied, but all Shortcomings general character, when Rock And Soil has movement tendency or produces motion, anchor pole deforms bad adaptability with it, anchor pole slides, anchoring ability weakens gradually, finally loses, and anchorage reliability is not high.
Summary of the invention
In order to overcome prior art not enough, it is proposed that a kind of novel agnail anchor pole, its resistance to plucking is effective, fixation.
The utility model proposes a kind of novel agnail anchor pole, by bolt body, anchor pole agnail, anchor pole end, high strong spring, rotating shaft forms, it is characterised in that described anchor pole agnail is placed in bolt body and is connected with bolt body by rotating shaft, and anchor pole end is placed in bolt body top, high-strength spring one end is connected with bolt body, and one end is connected with anchor pole agnail.
As improvement, it is characterized in that: bolt body (1) is outside arranges anchor pole agnail (2).
As improvement, it is characterized in that: bolt body (1) is connected by rotating shaft (5) with anchor pole agnail (2).
Use this utility model can reach following beneficial effect: when bolt body is driven in rock, high strong spring meeting retroaction anchor pole agnail, make anchor pole agnail thrust in crag, it is prevented that the Relative sliding of anchor pole and crag.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Fig. 2 is anchor pole barb structure schematic diagram.
Accompanying drawing labelling: bolt body (1), anchor pole agnail (2), anchor pole end (3), and high strong spring (4), rotating shaft (5).
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, this utility model is further elaborated, it is to be understood that, specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
Such as Fig. 1, the novel agnail anchor pole of one shown in Fig. 2, by bolt body (1), anchor pole agnail (2), anchor pole end (3), high strong spring (4), rotating shaft (5) forms, it is characterized in that described anchor pole agnail (2) is placed in bolt body (1) and is connected with bolt body (1) by rotating shaft (5), anchor pole end (3) is placed in bolt body (1) top, high strong spring (4) one end is connected with bolt body (1), one end is connected with anchor pole agnail (2), wherein, bolt body (1) is outside arranges anchor pole agnail (2), bolt body (1) is connected by rotating shaft (5) with anchor pole agnail (2).
The novel agnail anchor pole of one that embodiments above is mentioned, it is when specifically used, first in rock-soil layer, offer a circular opening, bolt body (1) is put into it, strike real fixation, high strong spring can stretch out retroaction anchor pole agnail, makes anchor pole agnail thrust in crag, it is prevented that the Relative sliding of anchor pole and crag.
Claims (3)
1. a novel agnail anchor pole, by bolt body (1), anchor pole agnail (2), anchor pole end (3), high strong spring (4), rotating shaft (5) forms, it is characterised in that described anchor pole agnail (2) is placed in bolt body (1) and is connected with bolt body (1) by rotating shaft (5), and anchor pole end (3) are placed in bolt body (1) top, high strong spring (4) one end is connected with bolt body (1), and one end is connected with anchor pole agnail (2).
2.AsThe novel agnail anchor pole of one described in claim 1, is characterized in that: bolt body (1) is outside arranges anchor pole agnail (2).
3.AsThe novel agnail anchor pole of one described in claim 1, is characterized in that: bolt body (1) is connected by rotating shaft (5) with anchor pole agnail (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620006115.6U CN205296150U (en) | 2016-01-07 | 2016-01-07 | Novel barb stock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620006115.6U CN205296150U (en) | 2016-01-07 | 2016-01-07 | Novel barb stock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296150U true CN205296150U (en) | 2016-06-08 |
Family
ID=56484895
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620006115.6U Expired - Fee Related CN205296150U (en) | 2016-01-07 | 2016-01-07 | Novel barb stock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296150U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914948A (en) * | 2018-05-17 | 2018-11-30 | 广东卓建实业集团有限公司 | Breakage mountain body restorative procedure |
| CN113073600A (en) * | 2021-04-08 | 2021-07-06 | 长江水利委员会长江科学院 | Rapid dike breach dangerous case rescue device and method |
| CN113586112A (en) * | 2021-07-24 | 2021-11-02 | 一山(北京)岩土工程有限公司 | Non-grouting anchor rod structure and construction method thereof |
-
2016
- 2016-01-07 CN CN201620006115.6U patent/CN205296150U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914948A (en) * | 2018-05-17 | 2018-11-30 | 广东卓建实业集团有限公司 | Breakage mountain body restorative procedure |
| CN113073600A (en) * | 2021-04-08 | 2021-07-06 | 长江水利委员会长江科学院 | Rapid dike breach dangerous case rescue device and method |
| CN113586112A (en) * | 2021-07-24 | 2021-11-02 | 一山(北京)岩土工程有限公司 | Non-grouting anchor rod structure and construction method thereof |
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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: 20160608 Termination date: 20170107 |