EP0995878A3 - Rock anchor and borehole with said anchor installed - Google Patents
Rock anchor and borehole with said anchor installed Download PDFInfo
- Publication number
- EP0995878A3 EP0995878A3 EP99890325A EP99890325A EP0995878A3 EP 0995878 A3 EP0995878 A3 EP 0995878A3 EP 99890325 A EP99890325 A EP 99890325A EP 99890325 A EP99890325 A EP 99890325A EP 0995878 A3 EP0995878 A3 EP 0995878A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- tension member
- borehole
- anchor
- anchors
- end part
- 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.)
- Withdrawn
Links
- 239000011435 rock Substances 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 239000011083 cement mortar Substances 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 238000002347 injection Methods 0.000 abstract 1
- 239000007924 injection Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 abstract 1
- 239000000203 mixture Substances 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
Classifications
-
- 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
- E21D21/0033—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube
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)
Abstract
Anker, insbesondere Gebirgsanker, mit einem Zugglied (3), das mit einer Mehrzahl einzelner Einzelzugglieder (5), insbesondere aus Stahl, aufgebaut ist, einer Injektonsleitung (15), zumindest zum Bohrlochgrund, für erhärtendes Material, z. B. Zementmörtel, reaktive Kunststoffmischung, einer das Zugglied (3) umgebenden äußeren Umhüllung (10), mit einer Außenfläche, die einen erhöhten Widerstand gegen Verschiebung in Längsrichtung des Zuggliedes, insbesondere einen wellen- oder mäanderförmigen Längsschnitt, z. B. von einem auf der äußeren Umhüllung geformten Rundgewinde, aufweist und gegebenenfalls einem am Gebirge od. dgl. im oberen Kopfbereich des Ankers vorgesehenen Ankerkopf, und wobei am bohrlochgrundseitigen Ende der äußeren Umhüllung (10) das Zugglied (3) an dieser angreifbar ist, und wobei das Zugglied (3) am bohrlochgrundseitigen Ende einen angeformten Endteil (9) trägt, der an der äußeren Umhüllung (10), insbesondere am Stirnende derselben, abstützbar ist und daß der Endteil (9) mit der äußeren Umhüllung (10), insbesondere über ein gummielastisches Hüllstück (11, 13), fluiddicht verbunden ist.Anchors, in particular rock anchors, with a tension member (3), the with a plurality of individual single tension members (5), in particular made of steel, an injection line (15), at least to the bottom of the borehole, for hardening material, e.g. B. cement mortar, reactive plastic mixture, one surrounding the tension member (3) outer wrapper (10), with an outer surface that is raised Resistance to longitudinal displacement of the Tension member, especially a wave or meandering Longitudinal section, e.g. B. from one on the outer wrapper shaped round thread, and possibly an am Mountains or the like provided in the upper head area of the anchor Anchor head, and being at the bottom of the borehole end of the outer Envelope (10) the tension member (3) is vulnerable to this, and the tension member (3) at the end of the borehole base integrally molded end part (9) on the outer casing (10), in particular at the end of the same, can be supported and that the End part (9) with the outer casing (10), in particular via a rubber-elastic sleeve (11, 13), fluid-tight connection.
Zur Veröffentlichung gemeinsam mit der Zusammenfassung ist Fig. 1 bestimmt. 1 is intended for publication together with the summary.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT175798 | 1998-10-20 | ||
AT175798A AT408473B (en) | 1998-10-20 | 1998-10-20 | ANCHOR AND DRILL HOLE WITH SET ANCHOR |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0995878A2 EP0995878A2 (en) | 2000-04-26 |
EP0995878A3 true EP0995878A3 (en) | 2003-10-29 |
Family
ID=3520352
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99890325A Withdrawn EP0995878A3 (en) | 1998-10-20 | 1999-10-18 | Rock anchor and borehole with said anchor installed |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0995878A3 (en) |
AT (1) | AT408473B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101586466B (en) * | 2009-06-09 | 2011-04-06 | 广州市鲁班建筑有限公司 | Pressure type anchor rod |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003071098A1 (en) * | 2002-02-25 | 2003-08-28 | Steffen, Robertson & Kirsten (South Africa) (Pty) Ltd And William David Ortlepp | Rock bolt |
DE102005042481A1 (en) * | 2005-09-07 | 2007-03-08 | Mkt Metall-Kunststoff-Technik Gmbh & Co. Kg | Anchor rod for driving into bore hole is filled with two component mortar mix and has plastic spacing elements embodied as spacing rings or spacing caps fixed to rod by clamping or glueing |
CN111379566B (en) * | 2020-03-30 | 2021-04-27 | 河南工程学院 | Anchor rod supporting structure of coal mine underground roadway |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4179861A (en) * | 1977-08-12 | 1979-12-25 | Fosroc A.G. | Method of anchoring a borehole anchor |
AU524865B2 (en) * | 1976-11-05 | 1982-10-07 | Vanos Waldemar Roering | Ground anchor |
DE3507732A1 (en) * | 1985-03-05 | 1986-09-18 | Dyckerhoff & Widmann AG, 8000 München | TIE LINK FOR A ROCK BOLT OR THE LIKE |
EP0220161A1 (en) * | 1985-08-26 | 1987-04-29 | Vorspann-Technik Gesellschaft m.b.H. | Anchor, especially a free-play anchor |
WO1988002057A1 (en) * | 1986-09-22 | 1988-03-24 | Bergwerksverband Gmbh | Combined rigid profiled and expanding anchor |
FR2613438A1 (en) * | 1987-03-30 | 1988-10-07 | Ars Forges Boulonneries | Improvement to an extensible support bolt and support method |
WO1998021439A1 (en) * | 1996-11-12 | 1998-05-22 | Techmo Entwicklungs- Und Vertriebs Gmbh | Process and device for simultaneously drilling and lining a hole |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3335039C1 (en) | 1983-09-28 | 1984-10-31 | Klöckner-Becorit GmbH, 4620 Castrop-Rauxel | Rock anchor |
EP0393013B2 (en) | 1989-04-12 | 1997-06-25 | Vorspann-Technik Gesellschaft m.b.H. | Tensioning-bundle comprising tensioning members |
-
1998
- 1998-10-20 AT AT175798A patent/AT408473B/en not_active IP Right Cessation
-
1999
- 1999-10-18 EP EP99890325A patent/EP0995878A3/en not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU524865B2 (en) * | 1976-11-05 | 1982-10-07 | Vanos Waldemar Roering | Ground anchor |
US4179861A (en) * | 1977-08-12 | 1979-12-25 | Fosroc A.G. | Method of anchoring a borehole anchor |
DE3507732A1 (en) * | 1985-03-05 | 1986-09-18 | Dyckerhoff & Widmann AG, 8000 München | TIE LINK FOR A ROCK BOLT OR THE LIKE |
EP0220161A1 (en) * | 1985-08-26 | 1987-04-29 | Vorspann-Technik Gesellschaft m.b.H. | Anchor, especially a free-play anchor |
WO1988002057A1 (en) * | 1986-09-22 | 1988-03-24 | Bergwerksverband Gmbh | Combined rigid profiled and expanding anchor |
FR2613438A1 (en) * | 1987-03-30 | 1988-10-07 | Ars Forges Boulonneries | Improvement to an extensible support bolt and support method |
WO1998021439A1 (en) * | 1996-11-12 | 1998-05-22 | Techmo Entwicklungs- Und Vertriebs Gmbh | Process and device for simultaneously drilling and lining a hole |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101586466B (en) * | 2009-06-09 | 2011-04-06 | 广州市鲁班建筑有限公司 | Pressure type anchor rod |
Also Published As
Publication number | Publication date |
---|---|
AT408473B (en) | 2001-12-27 |
EP0995878A2 (en) | 2000-04-26 |
ATA175798A (en) | 2001-04-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8277148B2 (en) | Re-tensionable cable bolt apparatus and related method | |
US3899891A (en) | Post-tensioned prestressed pile assembly | |
AU662823B2 (en) | Flexible roof bolt | |
EP1783379B1 (en) | Expansion anchor | |
GB9817186D0 (en) | Ground anchorage | |
AU2007338947A1 (en) | A deformable rock bolt | |
EP0995878A3 (en) | Rock anchor and borehole with said anchor installed | |
DE3002846C2 (en) | Multi-part ring wedge of a wedge anchorage | |
CN103946562A (en) | Fixing arrangement comprising bifunctional screw | |
EP3690187B1 (en) | Pre-loadable ground anchor | |
CN113756301B (en) | Basalt fiber accurate sectional grouting anchoring system and installation method thereof | |
JPH08253982A (en) | Corrosion-protected unconstrained tension member, particularly tension member for un-bonded prestressed concrete | |
JPH0452317A (en) | Anchor device | |
DE29911830U1 (en) | Strand-shaped tension element, especially for construction technology | |
SE510418C2 (en) | Device for reinforcement and sealing of rock wall | |
SU1280125A1 (en) | Roof bolt for mine workings | |
CN211523202U (en) | Anchoring element arrangement in ground and ground anchoring element | |
JPH0340914Y2 (en) | ||
EP0788750A3 (en) | Adhesive stick with a piston shaped holding device for the stick | |
KR930023552A (en) | Earth anchor | |
DE1634273B2 (en) | Grouting anchor | |
KR20200005192A (en) | Anchor type and tension type permanent anchor | |
US20030133758A1 (en) | Method for setting anchoring bolts in mines | |
US1024069A (en) | Pile splicing and driving device. | |
JPH0647967Y2 (en) | Bearing plate with water-stop sheath |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
AKX | Designation fees paid | ||
REG | Reference to a national code |
Ref country code: DE Ref legal event code: 8566 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20040430 |