EP2480760A2 - Reibrohranker - Google Patents

Reibrohranker

Info

Publication number
EP2480760A2
EP2480760A2 EP10744652A EP10744652A EP2480760A2 EP 2480760 A2 EP2480760 A2 EP 2480760A2 EP 10744652 A EP10744652 A EP 10744652A EP 10744652 A EP10744652 A EP 10744652A EP 2480760 A2 EP2480760 A2 EP 2480760A2
Authority
EP
European Patent Office
Prior art keywords
tube
outer part
radius
inner part
anchor according
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Withdrawn
Application number
EP10744652A
Other languages
German (de)
English (en)
French (fr)
Inventor
Michael Hosp
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Epiroc Drilling Tools AB
Original Assignee
Atlas Copco Mai GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Atlas Copco Mai GmbH filed Critical Atlas Copco Mai GmbH
Publication of EP2480760A2 publication Critical patent/EP2480760A2/de
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/004Bolts held in the borehole by friction all along their length, without additional fixing means
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0073Anchoring-bolts having an inflatable sleeve, e.g. hollow sleeve expanded by a fluid

Definitions

  • the invention relates to a friction tube anchor having the features of the introductory part of claim 1.
  • Such Reibrohranker brand name of Atlas Copco "Swellex" are known.
  • the known friction tube anchors are rock anchors having a longitudinally inwardly folded tube which is inserted into a wellbore and expanded by increasing the pressure inside the folded tube so that the outer surface of the tube abuts the inner surface of the wellbore and thus fixes the anchor in the borehole (positive fit).
  • the known Reibrohranker have a cross-sectional shape, which is shown in Fig. 1.
  • the inwardly folded part of the tube has a shape that is substantially concentric with the (circular) shape of the outer part of the tube.
  • an undercut due to the narrow gap at the beginning (root) of the inwardly folded part of the tube and the extension of the inwardly folded part an undercut. This undercut is problematic in several ways.
  • the invention has for its object to propose an improved cross-sectional shape for Reibrohranker, which has advantages over the known Reibrohrankern.
  • Fig. 1 shows the cross-sectional shape of a known Reibrohrankers (not expanded state)
  • Fig. 2 shows the cross-sectional shape of a Reibrohrankers invention (not expanded state).
  • the tube 1 shown in Fig. 1 in the unexpanded state of a known Reibrohrankers is a tube 1, which is produced by roll forming and which has a longitudinal weld 13.
  • the outer part 3 of the tube 1 is formed in cross-section substantially circular.
  • the inwardly folded, inner part 5 of the tube 1 is formed in cross-section substantially circular and approximately concentric with the outer part 3.
  • the weld 13 of the mouth 7 (gap) of the inwardly folded part 5 is diametrically opposite.
  • the tube 1 shown in FIG. 2 for inventive Reibrohranker has a different from the cross-sectional shape of FIG. 1 cross-sectional shape of the inwardly folded part 5 on the one hand and the position of the longitudinal weld 13 on the other.
  • the inwardly folded part 5 is no longer formed as in the known tube 1 is substantially concentric with the outer part 3 of the tube 1, but deviates from this shape to the center, ie to the plane of symmetry 11 of the tube 1 out.
  • lateral regions 9 of the inwardly folded part 5 subsequent to the mouth 7, which may also be wider than in the known tube 1, less strongly concave, lateral regions 9 of the inwardly folded part 5.
  • areas of the inner part, the in the known tube (Fig. 1) have undercuts, not present.
  • the shape of the inwardly folded part 5 in the transition regions 4 from the outer part 3 of the tube 1 in the inner part 5 results in larger radii of curvature (R3).
  • the weld 13 is laterally offset from the plane of symmetry 11 of the cross-sectional shape of the tube 1, so that the weld 13 is no longer located where the inner part 5 rests against the outer part 3 of the tube 1.
  • the radius R1 of the lateral wall portions 9 of the inwardly folded portion 5 of the tube 1 is greater than the radius R2 of the outer part 3 of the tube 1.
  • the radius of curvature R1 of the lateral wall portions 9 of the inner Part 5 of the tube 1 in the range between at least 250% and 350%, in particular at least 280%, of the radius R2 of the outer part 3 of the tube 1 amount.
  • the largest distance A of the inner sides 19 of the lateral wall portions 9 of the inner part of each other at most equal to 120% to 160% of the width B of the mouth or the gap 7.
  • the largest distance A of the inner sides of the 19th at most equal to 140% of the width B of the gap 7.
  • the radius of curvature R3 in the transition regions 4 from the outer part 3 in the inner part 5 of the tube 1 is greater than in the known tube (Fig. 1).
  • the radius R3 of the curvature of the wall of the tube 1 in the region 4 of the gap 7, where the outer part 3 merges into the inner part 5 of the tube 1 at least equal to 20% to 40%, preferably at least equal to 30%, the radius R2 of the outer part 3 of the tube first
  • the radius R4 in the region of the bottom 15 of the inner part 5 of the tube 1 at least equal to 15% to 35%, preferably at least equal to 25% of the radius R2 of the outer part 3 of Tube 1 is.
  • the distance A of the inner surfaces 19 of the lateral wall portions 9 of the inner portion 5 from each other 9 mm and the mouth 7 has a width of 6.5 ⁇ 0.5 mm.
  • the radius R2 of the outer part 3 of the tube 1 is 14 mm in the exemplary embodiment.
  • the radius R1, with which the lateral wall parts 9 of the inner part 5 are curved, is 39 mm in the example.
  • the radius with which the transition regions 4 are curved from the outer part 3 into the inner part 5, that is, the areas on both sides of the mouth 7 and the gap 7 is in the embodiment 4 ⁇ 0.5 mm.
  • the inner part 5 of the tube 1 in the bottom region 15 can be curved with a radius R4 of 3.5 mm.
  • a tube 1 of a Reibrohrankers has an outer part 3 and an inwardly folded inner part 5 and extending in the longitudinal direction of the tube 1 gap 7, where the outer part 3 merges into the inner part 5 of the tube 1.
  • the lateral wall portions 9 of the inner part 5 are formed flat and have a shape in which the free space between the outer part 3 and the inner part 5 is substantially lenticular as in known tubes.
  • the bottom 15 of the inner part 5 abuts the outer part 3 of the tube 1 and the weld 13 is laterally offset relative to the plane of symmetry 11 as the area where the bottom 15 abuts the outer part 3 of the tube 1.
  • the radii of curvature R3 in the region of the transitions 4 from the outer part 3 of the tube 1 in the inner part 5 of the tube 1 are larger than in known tubes of this type.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Dowels (AREA)
  • Piles And Underground Anchors (AREA)
EP10744652A 2009-09-24 2010-07-01 Reibrohranker Withdrawn EP2480760A2 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0150109A AT508761B1 (de) 2009-09-24 2009-09-24 Reibrohranker
PCT/AT2010/000240 WO2011035353A2 (de) 2009-09-24 2010-07-01 Reibrohranker

Publications (1)

Publication Number Publication Date
EP2480760A2 true EP2480760A2 (de) 2012-08-01

Family

ID=43709178

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10744652A Withdrawn EP2480760A2 (de) 2009-09-24 2010-07-01 Reibrohranker

Country Status (14)

Country Link
US (1) US8651769B2 (ru)
EP (1) EP2480760A2 (ru)
JP (1) JP2013506064A (ru)
KR (1) KR20120081162A (ru)
CN (1) CN102597423A (ru)
AT (1) AT508761B1 (ru)
AU (1) AU2010300076A1 (ru)
BR (1) BR112012007428A2 (ru)
CA (1) CA2772637A1 (ru)
CL (1) CL2010000741A1 (ru)
IL (1) IL218151A0 (ru)
RU (1) RU2533389C2 (ru)
WO (1) WO2011035353A2 (ru)
ZA (1) ZA201201328B (ru)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180135411A1 (en) * 2016-11-17 2018-05-17 Fci Holdings Delaware, Inc. Corrosion Resistant Expandable Bolt
RU207877U1 (ru) * 2021-07-26 2021-11-22 Виталий Юрьевич Лузин Фрикционный гидрораспорный трубчатый анкер

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB776249A (en) * 1953-02-11 1957-06-05 Bayliss Jones And Bayliss Ltd Improvements in or relating to means for obtaining an anchorage
US3774296A (en) * 1972-09-29 1973-11-27 Hahn & Clay Method of manufacturing a pressure vessel assembly
SE427764B (sv) * 1979-03-09 1983-05-02 Atlas Copco Ab Bergbultningsforfarande jemte rorformig bergbult
US4954017A (en) * 1980-11-10 1990-09-04 The Curators Of The University Of Missouri Expansion bolt and mine roof reinforcement
SU1452489A3 (ru) * 1981-10-05 1989-01-15 Атлас Копко Актиеболаг (Фирма) Анкерна крепь,способ ее возведени и устройство дл его осуществлени
SE436781B (sv) 1981-11-16 1985-01-21 Atlas Copco Ab Svellkropp
SU1073470A1 (ru) * 1982-10-28 1984-02-15 Всесоюзный Научно-Исследовательский И Проектно-Конструкторский Угольный Институт Трубчата анкерна крепь
ZA915511B (en) * 1990-07-17 1992-04-29 Commw Scient Ind Res Org Rock bolt system and method of rock bolting
RU2072048C1 (ru) * 1992-12-29 1997-01-20 Сергей Алексеевич Логашкин Анкер
SE9600640L (sv) * 1996-02-21 1997-03-17 Atlas Copco Rock Drills Ab Skarvning av en rörformad bergbult
SK286735B6 (sk) * 2002-05-09 2009-04-06 Minova International Limited Trecí horninový svorník
US7963725B2 (en) 2003-10-29 2011-06-21 Aveng (Africa) Ltd. Rock bolt
WO2005073510A1 (en) * 2004-01-28 2005-08-11 Denki Kagaku Kogyo Kabushiki Kaisha Expandable injection bolt and grouting method using same
WO2005119009A1 (en) 2004-06-01 2005-12-15 David Charles Tyrer Expandable rock anchor
AT501441A3 (de) * 2004-12-23 2009-12-15 Atlas Copco Mai Gmbh Verfahren zum setzen von gebirgsankern und bei diesem verfahren verwenbarer gebirgsanker
WO2007023363A1 (en) * 2005-08-23 2007-03-01 Pieter Schalk Mulder An expansible rock bolt
AT502825B1 (de) 2006-01-19 2007-06-15 Atlas Copco Mai Gmbh Fluidrückgewinnung
AT9590U1 (de) * 2006-08-17 2007-12-15 Atlas Copco Mai Gmbh Reibrohranker und inflationsadapter für diesen
AU2008327529B2 (en) 2007-11-21 2014-11-20 Robert Custers Hydraulically inflatable rock anchor with pressure indicator

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2011035353A2 *

Also Published As

Publication number Publication date
WO2011035353A3 (de) 2012-05-03
US8651769B2 (en) 2014-02-18
CN102597423A (zh) 2012-07-18
RU2012116352A (ru) 2013-10-27
US20120308310A1 (en) 2012-12-06
JP2013506064A (ja) 2013-02-21
CA2772637A1 (en) 2011-03-31
IL218151A0 (en) 2012-06-28
WO2011035353A2 (de) 2011-03-31
AT508761B1 (de) 2011-04-15
ZA201201328B (en) 2013-05-29
AU2010300076A1 (en) 2012-04-19
BR112012007428A2 (pt) 2016-12-13
AT508761A4 (de) 2011-04-15
CL2010000741A1 (es) 2011-09-16
RU2533389C2 (ru) 2014-11-20
KR20120081162A (ko) 2012-07-18

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