CN207331688U - A kind of resistance to plucking expansion anchor rod - Google Patents
A kind of resistance to plucking expansion anchor rod Download PDFInfo
- Publication number
- CN207331688U CN207331688U CN201721375084.2U CN201721375084U CN207331688U CN 207331688 U CN207331688 U CN 207331688U CN 201721375084 U CN201721375084 U CN 201721375084U CN 207331688 U CN207331688 U CN 207331688U
- Authority
- CN
- China
- Prior art keywords
- hangnail
- expansion
- anchor rod
- plucking
- resistance
- 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
Links
Abstract
In order to overcome support anchor rod producing the problem of slipping in overcoming the geological conditions such as fragmented rock body or soft soil layer, the utility model provides a kind of resistance to plucking expansion anchor rod, including drill bit, expand hangnail, sleeve, Grouting Pipe, deformed bar, grout outlet, stop grouting plug and anchorage, the expansion hangnail is made of strip steel plate, by being bolted on sleeve, this is connected as being flexibly connected, easy to sleeve movement, the stretching of hangnail.The expansion anchor rod, by tensioning slip casting steel pipe, can drive expansion hangnail outwards to expand after rock mass or the soil body is pierced, and the embedded soil body or fragmented rock body, expand anti-skidding hangnail and firmly catch rock mass or the soil body, substantially increase its breakout capacity.
Description
Technical field
Anchor in Geotechnical Engineering supporting field is the utility model is related to, more particularly to a kind of resistance to plucking expansion anchor rod.
Background technology
Suspension roof support is a kind of main support pattern among the underground engineering such as tunnel, foundation pit, has that support cost is low, branch
Protect positive effect, the advantage such as speed of application is fast, labor intensity is low.And traditional anchor pole is usually small with the contact area of country rock, resist
Pull out force is small, when carrying out anchor cable locking, easily causes anchor cable to produce slippage, triggers supporting accident;The bar resistance to plucking of traditional anchor is advocated
If determined by soil layer frictional resistance, anchoring section diameter, anchorage length etc..In weak soil, ground anchor resistance is relatively low, and rock-bolt length
In the case of being restricted, its anchor pole plays the role of just greatly reducing to be solved anchor cable to exist therefore, it is necessary to a kind of new device
The problem of slippage is produced in the geological conditions such as fragmented rock body or soft soil layer.
Utility model content
In order to overcome support anchor rod producing the problem of slipping in overcoming the geological conditions such as fragmented rock body or soft soil layer, this
Utility model provides a kind of resistance to plucking expansion anchor rod, which can pass through tensioning slip casting after rock mass or the soil body is pierced
Steel pipe, drives expansion hangnail outwards to expand, and the embedded soil body or fragmented rock body, expand anti-skidding hangnail firmly catch rock mass or
The soil body, substantially increases its breakout capacity.
The utility model uses following technical solution:
A kind of resistance to plucking expansion anchor rod includes drill bit, expands hangnail, sleeve, Grouting Pipe, deformed bar, grout outlet, is only starched
Plug and anchorage, the expansion hangnail are made of strip steel plate, and by being bolted on sleeve, this is connected as being flexibly connected, and is easy to
Sleeve is mobile, the stretching of hangnail.
The expansion hangnail, its outer end are barb-like groove, prevent hangnail from coming off, its inner end is projecting slot, is prevented
Expansion hangnail is expanded to be caused to fail more.
Preferably, the Grouting Pipe is round steel pipe, its bottom is fixed for high strong spring, and end is cylinder spiral shell thereon
Line.
Preferably, its size of the grout outlet is matched with expansion hangnail, and bigger 2mm to 3mm than expansion hangnail.
Preferably, the sleeve is fixed in Grouting Pipe, and 8 expansion hangnails are equipped with above a sleeve, are divided into upper and lower two
Row, often arranges each four.
The deformed bar, its lower end are embedded in outer casing bottom, and the other end carries out prestress anchoraging with anchoring instrument.Make
Resistance to plucking expansion anchor rod plays effect.
The beneficial effects of the utility model are:(1)What the interior setting expansion hangnail of resistance to plucking expansion anchor rod can fasten is embedded in
Fragmented rock body or among carrying, increases its breakout capacity.(2)The Grouting Pipe can control the degrees of expansion of expansion hangnail, energy
Enough adapt to various complex geological conditions.
Brief description of the drawings
Fig. 1 resistance to plucking expansion anchor rod structure charts.
Fig. 2 resistance to plucking expansion anchor rod sectional views.
Fig. 3 expands barb structure detail drawing.
Wherein, 1 drill bit, 2 expansion hangnails, 3 sleeves, 4 Grouting Pipes, 5 deformed bars, 6 grout outlets, 7 stop grouting plugs, 8 anchorages,
9 high strong springs, 10 its convex groove, 11 barb-like grooves, 12 bolts.
Embodiment
The utility model is specifically described below in conjunction with the accompanying drawings:
A kind of resistance to plucking expansion anchor rod, it is characterised in that including drill bit(1), expand hangnail(2), sleeve(3), Grouting Pipe
(4), deformed bar(5), grout outlet(6), stop grouting plug(7)And anchorage(8), the expansion hangnail(2)It is made of strip steel plate,
By bolt(12)It is connected to sleeve(3)On, this is connected as being flexibly connected, easy to sleeve movement, the stretching of hangnail.
Expand hangnail(2)Its outer end is barb-like groove(11), prevent hangnail from coming off, its inner end is projecting slot
(10), prevent expansion hangnail is expanded from causing to fail more.
Grouting Pipe(4)For round steel pipe, its bottom is high strong spring(9)It is fixed, prevent expansion hangnail(2)It is overhanging,
End is cylindrical thread thereon, is anchored easy to the tension of nut.
Grout outlet(6)Its size and expansion hangnail(2)Match, and than expansion hangnail(2)Big 2mm to 3mm, easy to mud
Outflow.
Sleeve(3)It is fixed in Grouting Pipe, a sleeve(3)8 expansion hangnails are equipped with above, are divided into two rows, often
Arrange each four.
Deformed bar(5), its lower end is embedded in outer casing bottom, and the other end carries out prestress anchoraging with anchoring instrument.Make
Resistance to plucking expansion anchor rod plays effect.
Certainly, the above description is not intended to limit the present invention, and the utility model is also not limited to the example above,
The variations, modifications, additions or substitutions that those skilled in the art are made in the essential scope of the utility model, also should
Belong to the scope of protection of the utility model.
Claims (6)
1. a kind of resistance to plucking expansion anchor rod, it is characterised in that including drill bit(1), expand hangnail(2), sleeve(3), Grouting Pipe(4),
Deformed bar(5), grout outlet(6), stop grouting plug(7)And anchorage(8), the expansion hangnail(2)It is made of strip steel plate, by spiral shell
Bolt(12)It is connected to sleeve(3)On, this is connected as being flexibly connected, easy to sleeve movement, the stretching of hangnail.
A kind of 2. resistance to plucking expansion anchor rod according to claim 1, it is characterised in that the expansion hangnail(2)Its outer end
For barb-like groove(11), prevent hangnail from coming off, its inner end is projecting slot(10), prevent expansion hangnail is expanded from causing to lose more
Effect.
A kind of 3. resistance to plucking expansion anchor rod according to claim 1, it is characterised in that the Grouting Pipe(4)For round steel pipe,
Its bottom is high strong spring(9)It is fixed, prevent expansion hangnail(2)It is overhanging, end is cylindrical thread thereon, easy to nut
Tense anchoring.
A kind of 4. resistance to plucking expansion anchor rod according to claim 1, it is characterised in that the grout outlet(6)Its size with it is swollen
Swollen hangnail(2)Match, and than expansion hangnail(2)Big 2mm to 3mm, easy to the outflow of mud.
A kind of 5. resistance to plucking expansion anchor rod according to claim 1, it is characterised in that the sleeve(3)It is fixed on Grouting Pipe
On, a sleeve(3)8 expansion hangnails are equipped with above, are divided into two rows, are often arranged each four.
A kind of 6. resistance to plucking expansion anchor rod according to claim 1, it is characterised in that the deformed bar(5), its lower end
Outer casing bottom is embedded in, the other end carries out prestress anchoraging with anchoring instrument, resistance to plucking expansion anchor rod is played effect.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721375084.2U CN207331688U (en) | 2017-10-24 | 2017-10-24 | A kind of resistance to plucking expansion anchor rod |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721375084.2U CN207331688U (en) | 2017-10-24 | 2017-10-24 | A kind of resistance to plucking expansion anchor rod |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207331688U true CN207331688U (en) | 2018-05-08 |
Family
ID=62366405
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721375084.2U Expired - Fee Related CN207331688U (en) | 2017-10-24 | 2017-10-24 | A kind of resistance to plucking expansion anchor rod |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207331688U (en) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756979A (en) * | 2018-06-29 | 2018-11-06 | 武汉科技大学 | A kind of overall length reverse wedge formula prestressed anchor and its application method |
CN109899097A (en) * | 2019-03-22 | 2019-06-18 | 李静娴 | Mechanical linkage Pulling-Resistant Anchor Rod |
CN110206175A (en) * | 2019-06-11 | 2019-09-06 | 蒋宏翔 | A kind of fixation device of wall insulated board |
CN110258552A (en) * | 2019-06-26 | 2019-09-20 | 张亚歌 | A kind of mechanical linkage Pulling-Resistant Anchor Rod |
CN110387882A (en) * | 2019-07-31 | 2019-10-29 | 广东工业大学 | A kind of combination fluking type anchor pole |
CN111238863A (en) * | 2020-01-19 | 2020-06-05 | 汤继东 | Soil sampling device and using method |
CN111577358A (en) * | 2020-03-27 | 2020-08-25 | 铜陵市弘润机电有限责任公司 | Expansion anchor rod |
CN112195971A (en) * | 2020-10-21 | 2021-01-08 | 厦门理工学院 | Marine fixed anchor fixes immersed tube device |
CN112922165A (en) * | 2021-01-29 | 2021-06-08 | 湖南科技大学 | Anchoring structure for civil engineering construction |
CN113481987A (en) * | 2021-08-01 | 2021-10-08 | 尹杰 | Inverted sheet type anti-floating anchor rod |
CN114197465A (en) * | 2022-01-04 | 2022-03-18 | 广东省源天工程有限公司 | Prefabricated formula prestressed anchorage pole construction structures |
CN114224287A (en) * | 2021-12-09 | 2022-03-25 | 深圳市奥越信科技有限公司 | Animal health monitoring system |
CN114319383A (en) * | 2022-01-12 | 2022-04-12 | 宁波大学 | Umbrella-shaped anchor rod utilizing swelling characteristic of bentonite and construction method |
CN114541488A (en) * | 2022-04-08 | 2022-05-27 | 中铁隧道局集团有限公司 | Anti-pulling structure for demolishing underground side wall of soft soil foundation |
CN115059263A (en) * | 2022-07-28 | 2022-09-16 | 中国十七冶集团有限公司 | Installation method of security door |
-
2017
- 2017-10-24 CN CN201721375084.2U patent/CN207331688U/en not_active Expired - Fee Related
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756979A (en) * | 2018-06-29 | 2018-11-06 | 武汉科技大学 | A kind of overall length reverse wedge formula prestressed anchor and its application method |
CN109899097A (en) * | 2019-03-22 | 2019-06-18 | 李静娴 | Mechanical linkage Pulling-Resistant Anchor Rod |
CN110206175A (en) * | 2019-06-11 | 2019-09-06 | 蒋宏翔 | A kind of fixation device of wall insulated board |
CN110258552A (en) * | 2019-06-26 | 2019-09-20 | 张亚歌 | A kind of mechanical linkage Pulling-Resistant Anchor Rod |
CN110387882A (en) * | 2019-07-31 | 2019-10-29 | 广东工业大学 | A kind of combination fluking type anchor pole |
CN111238863A (en) * | 2020-01-19 | 2020-06-05 | 汤继东 | Soil sampling device and using method |
CN111577358A (en) * | 2020-03-27 | 2020-08-25 | 铜陵市弘润机电有限责任公司 | Expansion anchor rod |
CN112195971B (en) * | 2020-10-21 | 2022-07-29 | 厦门理工学院 | Marine fixed anchor fixes immersed tube device |
CN112195971A (en) * | 2020-10-21 | 2021-01-08 | 厦门理工学院 | Marine fixed anchor fixes immersed tube device |
CN112922165A (en) * | 2021-01-29 | 2021-06-08 | 湖南科技大学 | Anchoring structure for civil engineering construction |
CN112922165B (en) * | 2021-01-29 | 2022-04-12 | 湖南科技大学 | Anchoring structure for civil engineering construction |
CN113481987A (en) * | 2021-08-01 | 2021-10-08 | 尹杰 | Inverted sheet type anti-floating anchor rod |
CN114224287A (en) * | 2021-12-09 | 2022-03-25 | 深圳市奥越信科技有限公司 | Animal health monitoring system |
CN114197465A (en) * | 2022-01-04 | 2022-03-18 | 广东省源天工程有限公司 | Prefabricated formula prestressed anchorage pole construction structures |
CN114319383A (en) * | 2022-01-12 | 2022-04-12 | 宁波大学 | Umbrella-shaped anchor rod utilizing swelling characteristic of bentonite and construction method |
CN114541488A (en) * | 2022-04-08 | 2022-05-27 | 中铁隧道局集团有限公司 | Anti-pulling structure for demolishing underground side wall of soft soil foundation |
CN114541488B (en) * | 2022-04-08 | 2023-06-20 | 中铁隧道局集团有限公司 | Pulling-resistant structure for removing underground side wall of soft soil foundation |
CN115059263A (en) * | 2022-07-28 | 2022-09-16 | 中国十七冶集团有限公司 | Installation method of security door |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207331688U (en) | A kind of resistance to plucking expansion anchor rod | |
CN201236718Y (en) | Inner slip-casting anchor cable | |
CN105626112B (en) | A kind of suspension device and its application method based on built-in constant-resistance device | |
CN104074529B (en) | A kind of cave continuous bivalve, lane, deep reinforcement means | |
CN103643977A (en) | Full-anchor partition pressure transferring grouting anchor rod and application method thereof | |
CN205025479U (en) | Administer bottom plate support system of soft rock tunnel pucking | |
CN104818723B (en) | Slope retaining friction pile | |
CN205532664U (en) | Novel flexible stock | |
CN103711507B (en) | A kind of many steel strand wires combination supporting device controls the method for big relaxation zone roadway deformation | |
CN105604057A (en) | Extension swing type anchor rod device | |
CN105064356A (en) | Prestress compound bar and cable anchoring device for supporting soft and loose soil mass | |
CN103161484B (en) | A kind of lotion fixed length anchoring support method | |
CN113294189B (en) | Grouting anchor rod | |
CN203463125U (en) | Expansion-shell pre-stress hollow anchor rod applied to rockburst tunnel construction | |
CN207499892U (en) | A kind of mining fixing anchor bar for roadway support function | |
CN103967011B (en) | Callable umbrella pressure-bearing earth anchor in a kind of soft soil layer | |
CN104632259B (en) | End-head self-expansion enlarging type anchoring method for soft and weak stratum | |
CN111255493B (en) | Connectable extension anchor rod capable of achieving segmented anchoring and mounting device thereof | |
CN202348300U (en) | Mine anchor cable | |
CN203879522U (en) | Expansion shell type anchor rod | |
CN207161132U (en) | A kind of recyclable microexplosion formula expansion grouted anchor bar in part | |
CN204163750U (en) | A kind of anchor cable improving anchored force | |
CN105040693A (en) | End expanding type anti-floating anchor rod | |
CN103334780B (en) | A kind of swollen shell-type constant-resistance prestressed anchor | |
CN107165186B (en) | A kind of power transmission tower single anchor cable mat foundation and construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
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: 20180508 Termination date: 20181024 |