CA2523296A1 - Method and device for rock bolting - Google Patents
Method and device for rock bolting Download PDFInfo
- Publication number
- CA2523296A1 CA2523296A1 CA002523296A CA2523296A CA2523296A1 CA 2523296 A1 CA2523296 A1 CA 2523296A1 CA 002523296 A CA002523296 A CA 002523296A CA 2523296 A CA2523296 A CA 2523296A CA 2523296 A1 CA2523296 A1 CA 2523296A1
- Authority
- CA
- Canada
- Prior art keywords
- tension element
- bore hole
- tubular bolt
- medium
- channel
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0046—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0073—Anchoring-bolts having an inflatable sleeve, e.g. hollow sleeve expanded by a fluid
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Piles And Underground Anchors (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Dowels (AREA)
- Joining Of Building Structures In Genera (AREA)
- Control Of Metal Rolling (AREA)
Abstract
Method and device for rock bolting, wherein a tubular bolt (2) with closed cross-section is inserted and expanded for anchoring inside a bore hole (12) , wherein the tubular bolt is expanded to contact in the inner portion of the bore hole, a tension element (3, 7, 8, 9) which is arranged in the outer portion of the bore hole with an inner part (7) attached to the tubular bolt (2) is pre-stressed and a settable medium is injected into the outer portion of the bore hole (14) between (27) the tension element and the wall of the bore hole and is allowed to set.
Claims (19)
1. Method for rock bolting, wherein a tubular bolt (2) with closed cross-section is inserted and expanded for anchoring inside a bore hole (12), which has an inner (15) and an outer (14) portion as well as an inlet opening (13), and wherein the tubular bolt is expanded to contact in the inner portion of the bore hole, characterized in - that a tension element (3,7,8,9) which is arranged in the outer portion of the bore hole with an inner part (7) attached to the tubular bolt (2) is pre-stressed, - that a settable medium is injected into the outer portion of the bore hole (14) between (27) the tension element and the wall of the bore hole and is allowed to set, and - that the channel for transmitting said settable medium is opened for communication to the outside (27) of the tension element (3) through pressurizing to a certain pressure level.
2. Method according to claim 1, characterized in - that medium for expanding the tubular bolt is transmitted through a channel (19) in the tension element (3).
3. Method according to claim 1 or 2, characterized in - that said settable medium is transmitted through a channel inside the tension element (3).
4. Method according to any of the previous claims, characterized in - that the channel is opened when a bursting plate (16) is made to break at said pressure level.
5. Method according to claim 1 or 2, characterized in - that said settable medium is transmitted (30) outside of the tension element (3).
6. Method according to claim 5, characterized in - that air being present inside the bore hole is evacuated (31) through a channel in the tension element (3) when injecting said settable medium.
7. Method according to claim 1, characterized in - that medium for expanding the tubular bolt is transmitted through a separate bolt installation element (28) which is attached to a connection portion of the tubular bolt (2).
8. Method according to claim 7, characterized in - that the tension element (3) is attached to said connection portion after expansion of the tubular bolt (2).
9. Method according to claim 1 or 2, characterized in - that the tension element (29) is attached through clamping between the tubular bolt (2) and the wall of the bore hole at the expansion of the former.
10. Method according to any of the previous claims, characterized in - that the tension element (3) is pre-stressed between the tubular bolt (2) and an abutment element (4) arranged at the inlet opening of the bore hole.
11. Device (1) for rock bolting, including a tubular bolt (2) having a closed cross-section for insertion into and expansion for anchoring inside a bore hole (12) which has an inner and an outer portion and an insertion opening, characterized in - a tension element (3) to be arranged at the outer portion of the bore hole having an inner part (7) for attachment to the tubular bolt, - means (10, 11) to pre-stress the tension element (3) in a length direction between the tubular bolt and the insertion opening, - means for transmitting a settable medium to the outer portion of the bore hole between (27) the tension element and the wall of the bore hole, and - that the channel for transmitting said settable medium provides means (16) which are opened for communication to the outside of the tension element through pressurizing to a certain pressure level.
12. Device according to claim 11, characterized in - means for transmitting medium for expanding the tubular bolt (2).
13. Device according to claim 11 or 12, characterized in - that said means for transmitting said settable medium includes a channel in the tension element (3).
14. Device according to any of the previous claims 11-13, characterized in - that said means which is opening is a bursting plate (16), which is made to break at said pressure level.
15. Device according to any of the claims 11-12, characterized in - that said settable medium is arranged to be transmitted (30) outside of the tension element (3).
16. Device according to claim 15, characterized in - an evacuation channel (31) inside the tension element for evacuating air being present inside the bore hole when injecting said settable medium.
17. Device according to claim 11 or 12, characterized in - a separate bolt installation element (28) which is fastenable to a connection portion on the tubular bolt (2) for transmitting medium for expanding the tubular bolt.
18. Device according to claim 11, 12 or 16, characterized in - that the tension element is provided with means for fastening to said connection portion after expansion of the tubular bolt.
19. Device according to claim 11 or 12, characterized in - that the tension element (29) is formed so as to be anchored through clamping between the tubular bolt and the wall of the bore hole at the expansion of the former.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SE0301376-0 | 2003-05-12 | ||
| SE0301376A SE525765C2 (en) | 2003-05-12 | 2003-05-12 | Method and device for rock bolting |
| PCT/SE2004/000731 WO2004099569A1 (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2523296A1 true CA2523296A1 (en) | 2004-11-18 |
| CA2523296C CA2523296C (en) | 2012-06-26 |
Family
ID=20291274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2523296A Expired - Fee Related CA2523296C (en) | 2003-05-12 | 2004-05-12 | Method and device for rock bolting |
Country Status (21)
| Country | Link |
|---|---|
| EP (1) | EP1623093B1 (en) |
| JP (1) | JP4484869B2 (en) |
| KR (1) | KR101089019B1 (en) |
| CN (1) | CN1788139B (en) |
| AT (1) | ATE383496T1 (en) |
| AU (1) | AU2004236621B2 (en) |
| BR (1) | BRPI0410171B1 (en) |
| CA (1) | CA2523296C (en) |
| DE (1) | DE602004011206T2 (en) |
| DK (1) | DK1623093T3 (en) |
| ES (1) | ES2297418T3 (en) |
| HR (1) | HRP20080032T3 (en) |
| IL (1) | IL171671A (en) |
| NO (1) | NO20055861L (en) |
| PL (1) | PL1623093T3 (en) |
| PT (1) | PT1623093E (en) |
| RU (1) | RU2340775C2 (en) |
| SE (1) | SE525765C2 (en) |
| SI (1) | SI1623093T1 (en) |
| WO (1) | WO2004099569A1 (en) |
| ZA (1) | ZA200508165B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103174445B (en) * | 2013-03-25 | 2015-10-28 | 韩雪峰 | A kind of perforation major part slip casting constant-resistance anchor pole |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3326004A (en) * | 1962-07-05 | 1967-06-20 | Chester I Williams | Procedure for reinforcing a rock formation |
| US3695045A (en) * | 1970-02-03 | 1972-10-03 | Chester I Williams | Rock bolts |
| SE427764B (en) * | 1979-03-09 | 1983-05-02 | Atlas Copco Ab | MOUNTAIN CULTURAL PROCEDURES REALLY RUCH MOUNTED MOUNTAIN |
| CN2065667U (en) * | 1990-05-16 | 1990-11-14 | 山东矿业学院 | Grouting anchoring-bolt and return-stop valve |
| CN2448925Y (en) * | 2000-07-24 | 2001-09-19 | 陶纪南 | Expansion crack pressure type prestressed mud injection anchor |
-
2003
- 2003-05-12 SE SE0301376A patent/SE525765C2/en not_active IP Right Cessation
-
2004
- 2004-05-12 CN CN2004800128688A patent/CN1788139B/en not_active Expired - Fee Related
- 2004-05-12 SI SI200430647T patent/SI1623093T1/en unknown
- 2004-05-12 AU AU2004236621A patent/AU2004236621B2/en not_active Ceased
- 2004-05-12 PL PL04732530T patent/PL1623093T3/en unknown
- 2004-05-12 RU RU2005138308/03A patent/RU2340775C2/en not_active IP Right Cessation
- 2004-05-12 KR KR1020057021324A patent/KR101089019B1/en not_active IP Right Cessation
- 2004-05-12 DE DE602004011206T patent/DE602004011206T2/en not_active Expired - Lifetime
- 2004-05-12 CA CA2523296A patent/CA2523296C/en not_active Expired - Fee Related
- 2004-05-12 BR BRPI0410171-5A patent/BRPI0410171B1/en not_active IP Right Cessation
- 2004-05-12 AT AT04732530T patent/ATE383496T1/en active
- 2004-05-12 ZA ZA200508165A patent/ZA200508165B/en unknown
- 2004-05-12 DK DK04732530T patent/DK1623093T3/en active
- 2004-05-12 ES ES04732530T patent/ES2297418T3/en not_active Expired - Lifetime
- 2004-05-12 EP EP04732530A patent/EP1623093B1/en not_active Expired - Lifetime
- 2004-05-12 PT PT04732530T patent/PT1623093E/en unknown
- 2004-05-12 WO PCT/SE2004/000731 patent/WO2004099569A1/en active IP Right Grant
- 2004-05-12 JP JP2006508053A patent/JP4484869B2/en not_active Expired - Fee Related
-
2005
- 2005-10-30 IL IL171671A patent/IL171671A/en not_active IP Right Cessation
- 2005-12-09 NO NO20055861A patent/NO20055861L/en not_active Application Discontinuation
-
2008
- 2008-01-21 HR HR20080032T patent/HRP20080032T3/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| IL171671A (en) | 2010-11-30 |
| NO20055861L (en) | 2006-01-24 |
| DK1623093T3 (en) | 2008-04-28 |
| HRP20080032T3 (en) | 2008-02-29 |
| JP4484869B2 (en) | 2010-06-16 |
| ATE383496T1 (en) | 2008-01-15 |
| SI1623093T1 (en) | 2008-06-30 |
| AU2004236621B2 (en) | 2009-07-23 |
| EP1623093A1 (en) | 2006-02-08 |
| SE0301376L (en) | 2004-11-13 |
| AU2004236621A1 (en) | 2004-11-18 |
| JP2006526091A (en) | 2006-11-16 |
| BRPI0410171B1 (en) | 2020-11-03 |
| ZA200508165B (en) | 2007-04-25 |
| CN1788139A (en) | 2006-06-14 |
| CA2523296C (en) | 2012-06-26 |
| SE525765C2 (en) | 2005-04-19 |
| EP1623093B1 (en) | 2008-01-09 |
| KR20060011862A (en) | 2006-02-03 |
| WO2004099569A1 (en) | 2004-11-18 |
| SE0301376D0 (en) | 2003-05-12 |
| ES2297418T3 (en) | 2008-05-01 |
| RU2005138308A (en) | 2006-04-27 |
| RU2340775C2 (en) | 2008-12-10 |
| DE602004011206T2 (en) | 2008-12-24 |
| KR101089019B1 (en) | 2011-12-01 |
| PL1623093T3 (en) | 2008-06-30 |
| CN1788139B (en) | 2012-02-01 |
| DE602004011206D1 (en) | 2008-02-21 |
| PT1623093E (en) | 2008-02-22 |
| BRPI0410171A (en) | 2006-05-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MKLA | Lapsed |
Effective date: 20210512 |