WO1997031177A1 - Joining of tube-formed expansion bolt - Google Patents

Joining of tube-formed expansion bolt Download PDF

Info

Publication number
WO1997031177A1
WO1997031177A1 PCT/SE1997/000085 SE9700085W WO9731177A1 WO 1997031177 A1 WO1997031177 A1 WO 1997031177A1 SE 9700085 W SE9700085 W SE 9700085W WO 9731177 A1 WO9731177 A1 WO 9731177A1
Authority
WO
WIPO (PCT)
Prior art keywords
rock bolt
tube
rock
bolt
ofthe
Prior art date
Application number
PCT/SE1997/000085
Other languages
French (fr)
Inventor
Daniel Krzysztalowicz
Bo Ohlson
Original Assignee
Atlas Copco Rock Drills Ab
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 Rock Drills Ab filed Critical Atlas Copco Rock Drills Ab
Priority to JP9530043A priority Critical patent/JP2000504800A/en
Priority to AU22370/97A priority patent/AU2237097A/en
Priority to EP97905517A priority patent/EP0882173A1/en
Priority to CA 2246996 priority patent/CA2246996A1/en
Priority to US09/125,535 priority patent/US5997219A/en
Publication of WO1997031177A1 publication Critical patent/WO1997031177A1/en

Links

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
    • 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
    • E21D21/004—Bolts held in the borehole by friction all along their length, without additional fixing means
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S285/00—Pipe joints or couplings
    • Y10S285/901—Cap closures

Definitions

  • the present invention relates to a tubeformed rock bolt. More specifically the invention concerns a tubeformed rock bolt which is formed for being joined to arbitrary length.
  • the present invention which is defined in the subsequent claim, aims at achieving a rock bolt which can easily be joined to arbitrary length and which has perfect strength along the whole length after assembly.
  • fig 1 schematically shows setting of a rock bolt.
  • Fig 2 shows a section through one ofthe ends of a rock bolt according to the invention.
  • Fig 3 shows a section through the other end ofthe rock bolt according to the invention.
  • Fig 4 shows a section according to 4-4 in fig 2.
  • Fig 5 shows a section according to 5-5 in fig 2.
  • Fig 6 shows a section according to 6-6 in fig 3.
  • Fig 7 shows a section according to 7-7 in fig 3.
  • Fig 8 shows two bolt ends according to fig 2 and fig 3 screwed together.
  • Fig 9 shows on a larger scale a detail from fig 8.
  • Fig 10 shows the upper end of a top bolt for cooperation with a rock bolt according to the invention.
  • Fig 11 shows a lower end of a rock bolt for cooperation with a rock bolt according to the invention.
  • Fig 12 shows an end sleeve which can be used instead ofthe top bolt according to fig 10.
  • fig 1 is shown schematically the setting of a rock bolt 10 which comprises a number of rock bolts connected with one another.
  • the rock bolt which is described more in detail below, is set by expanding the rock bolt against the bore hole wall 1 1 by suplying high pressure liquid, preferably water, from a high pressure pump 39 via a valve 42, a tube 59, a hose 41 and a chuck 21 to a room in the rock bolt.
  • the chuck can be made as described in US-A-4 423 986.
  • the bolt ends 14,24 which are shown in these figures can represent either two ends ofthe same rock bolt or two ends of two different bolts which are to be connected with one another.
  • the rock bolt comprises an elongated tube 12 which along the major part of its length is provided with a depressed part 13.
  • a sleeve 22 is by means of welding secured to one end ofthe tube 12.
  • An end piece 14 is welded to the sleeve 22.
  • a sleeve 23 is welded to the other end ofthe tube 12.
  • An end piece 24 is welded to the sleeve 23.
  • Both branches 25,26 ofthe depressed part 13 are at both ends ofthe tube 12 pressed together and by means of welds sealingly connected with one another.
  • the tube 12 defines a room 16 whose only connection with the surroundings is constituted by the channels 15 and 35 through the end pieces 14 and 24.
  • the end piece 14 is provided with an internal thread 17 and the end piece 24 with an external thread 37 by means of which two rock bolts can be connected with one another.
  • the end piece 14 is provided with a raised periphery 19 about the channel 15. This raised periphery is intended for cooperation with a channel periphery 20 on the end piece 24.
  • the channel 35 has a somewhat larger diameter than the channel 15. It is, of course, possible to form the sealing parts in an arbitrary way within the scope ofthe claim.
  • fig 10 the upper end of a rock bolt intended for use at the bottom ofthe bore hole is shown.
  • the tube 12 is provided with a sleeve 28 which by means of a weld 29 is sealingly connected with the tube 12.
  • the not shown end is provided with a thread according to any of the above described embodiments.
  • fig 1 1 is shown the lower end of a rock bolt which is intended for use at the bore hole mouth for connection to the chuck 21 and thus to the high pressure pump 39.
  • the tube 12 is provided with a sleeve 31 which by means of a weld 32 is sealingly connected with the tube 12.
  • a radial hole 33 extends through the sleeve 31 and the outer surface of tube 12 so that the room 16 can be pressurized via the chuck 21.
  • the other end ofthe rock bolt is as above provided with a thread.
  • this rock bolt one can use a thick-walled tube at the mouth ofthe hole if it is desired that the joined rock bolt shoould not extend all the way to the mouth ofthe bore hole.
  • rock bolt does not extend beyond the rock surface. Through this large amounts of concrete can be saved if the rock surface is to be covered by means of spraying.
  • a termination piece 18 which can replace the rock bolt according to fig 10.
  • the termination piece 18 is provided with a thread 34 for connection to a rock bolt according to the above.

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)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

Tube-formed rock bolt intended for expansion into contact with the wall in a bore hole without stretching the periphery of the rock bolt. The rock bolt comprises an elongated tube (12) with closed cross section. The tube is provided with a longitudinal depressed part (13). End pieces (14, 24) are secured to the ends of the tube. Rock bolts according to the invention can be connected to arbitrary length through screwing them together. The end pieces are provided with axial channels (15, 35) whose peripheries sealingly cooperate through deformation of the material when the rock bolts are screwed together. Through connecting one end (30) of the assembled rock bolt to a high pressure pump (39) the entire assembled rock bolt can be expanded at the same time.

Description

Joining of tube-formed expansion bolt
The present invention relates to a tubeformed rock bolt. More specifically the invention concerns a tubeformed rock bolt which is formed for being joined to arbitrary length.
In a previously known rock bolt ofthe above mentioned kind, see US-A-4 509 889, one can achieve a long rock bolt through entering a rock bolt into a bore hole and expanding it. Then a further bolt is entered on a tube extending from the inner rock bolt and is expanded so that it is fixed on the extending tube. A drawback when setting a long rock bolt comprising several short rock bolts is that one needs a long tool which normally must be bendable in order to set the rock bolt which is to be innermost in the bore hole. Another drawback is that the rock bolt at the joints becomes substatially weaker since the connection is obtained through friction. This force becomes small because the extending tube has small diameter and thus a small outer surface.
The present invention, which is defined in the subsequent claim, aims at achieving a rock bolt which can easily be joined to arbitrary length and which has perfect strength along the whole length after assembly.
An embodiment ofthe invention is described below with reference to the accompanying drawings in which fig 1 schematically shows setting of a rock bolt. Fig 2 shows a section through one ofthe ends of a rock bolt according to the invention. Fig 3 shows a section through the other end ofthe rock bolt according to the invention. Fig 4 shows a section according to 4-4 in fig 2. Fig 5 shows a section according to 5-5 in fig 2. Fig 6 shows a section according to 6-6 in fig 3. Fig 7 shows a section according to 7-7 in fig 3. Fig 8 shows two bolt ends according to fig 2 and fig 3 screwed together. Fig 9 shows on a larger scale a detail from fig 8. Fig 10 shows the upper end of a top bolt for cooperation with a rock bolt according to the invention. Fig 11 shows a lower end of a rock bolt for cooperation with a rock bolt according to the invention. Fig 12 shows an end sleeve which can be used instead ofthe top bolt according to fig 10. In fig 1 is shown schematically the setting of a rock bolt 10 which comprises a number of rock bolts connected with one another. The rock bolt, which is described more in detail below, is set by expanding the rock bolt against the bore hole wall 1 1 by suplying high pressure liquid, preferably water, from a high pressure pump 39 via a valve 42, a tube 59, a hose 41 and a chuck 21 to a room in the rock bolt. The chuck can be made as described in US-A-4 423 986. In figs 2 and 3 two different ends of a rock bolt 10 according to the invention are shown. The bolt ends 14,24 which are shown in these figures can represent either two ends ofthe same rock bolt or two ends of two different bolts which are to be connected with one another. The rock bolt comprises an elongated tube 12 which along the major part of its length is provided with a depressed part 13. A sleeve 22 is by means of welding secured to one end ofthe tube 12. An end piece 14 is welded to the sleeve 22. A sleeve 23 is welded to the other end ofthe tube 12. An end piece 24 is welded to the sleeve 23. Both branches 25,26 ofthe depressed part 13 are at both ends ofthe tube 12 pressed together and by means of welds sealingly connected with one another. Through this the tube 12 defines a room 16 whose only connection with the surroundings is constituted by the channels 15 and 35 through the end pieces 14 and 24. The end piece 14 is provided with an internal thread 17 and the end piece 24 with an external thread 37 by means of which two rock bolts can be connected with one another. In the shown example the end piece 14 is provided with a raised periphery 19 about the channel 15. This raised periphery is intended for cooperation with a channel periphery 20 on the end piece 24. Through deformation ofthe material sealing cooperation is obtained as shown in fig 9. The channel 35 has a somewhat larger diameter than the channel 15. It is, of course, possible to form the sealing parts in an arbitrary way within the scope ofthe claim.
In fig 10 the upper end of a rock bolt intended for use at the bottom ofthe bore hole is shown. The tube 12 is provided with a sleeve 28 which by means of a weld 29 is sealingly connected with the tube 12. The not shown end is provided with a thread according to any of the above described embodiments.
In fig 1 1 is shown the lower end of a rock bolt which is intended for use at the bore hole mouth for connection to the chuck 21 and thus to the high pressure pump 39. The tube 12 is provided with a sleeve 31 which by means of a weld 32 is sealingly connected with the tube 12. A radial hole 33 extends through the sleeve 31 and the outer surface of tube 12 so that the room 16 can be pressurized via the chuck 21. The other end ofthe rock bolt is as above provided with a thread. As an alternative to this rock bolt one can use a thick-walled tube at the mouth ofthe hole if it is desired that the joined rock bolt shoould not extend all the way to the mouth ofthe bore hole. One can then after the rock bolt has been set fix different fittings in the threaded end piece. Another advantage, which is obtained if one lets the rock bolt end in the bore hole, is that the rock bolt does not extend beyond the rock surface. Through this large amounts of concrete can be saved if the rock surface is to be covered by means of spraying.
In fig 12 is shown a termination piece 18 which can replace the rock bolt according to fig 10. The termination piece 18 is provided with a thread 34 for connection to a rock bolt according to the above.

Claims

Claim:
1. Tubeformed rock bolt comprising an elongated tube (12) with closed cross section and provided with a longitudinal depressed part (13) which at expansion ofthe rock bolt increases in diameter without stretching the periphery ofthe tube and an end piece (14) provided with an axial channel (15) in connection with a room (16) defined by said tube (12), c h a r a c t e r i z e d in that said end piece (14) is provided with a thread (17) for connection with a further rock bolt (10) or a termination piece (18) and that the periphery (19) of said channel (15) is formed to sealingly cooperate through deformation with a channel periphery (20) on said further rock bolt or termination piece (18).
PCT/SE1997/000085 1996-02-21 1997-01-21 Joining of tube-formed expansion bolt WO1997031177A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP9530043A JP2000504800A (en) 1996-02-21 1997-01-21 Tube forming X-pansion bolt joining device
AU22370/97A AU2237097A (en) 1996-02-21 1997-01-21 Joining of tube-formed expansion bolt
EP97905517A EP0882173A1 (en) 1996-02-21 1997-01-21 Joining of tube-formed expansion bolt
CA 2246996 CA2246996A1 (en) 1996-02-21 1997-01-21 Joining of tube-formed expansion bolt
US09/125,535 US5997219A (en) 1996-02-21 1997-01-21 Tube-formed expansion rock bolt

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE9600640A SE504605C2 (en) 1996-02-21 1996-02-21 Splice of a tubular rock bolt
SE9600640-8 1996-02-21

Publications (1)

Publication Number Publication Date
WO1997031177A1 true WO1997031177A1 (en) 1997-08-28

Family

ID=20401476

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SE1997/000085 WO1997031177A1 (en) 1996-02-21 1997-01-21 Joining of tube-formed expansion bolt

Country Status (6)

Country Link
US (1) US5997219A (en)
EP (1) EP0882173A1 (en)
JP (1) JP2000504800A (en)
AU (1) AU2237097A (en)
SE (1) SE504605C2 (en)
WO (1) WO1997031177A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003062599A1 (en) 2002-01-22 2003-07-31 Techmo Entwicklungs- Und Vertriebs Gmbh Rock bolts with an expandable element
WO2005073510A1 (en) * 2004-01-28 2005-08-11 Denki Kagaku Kogyo Kabushiki Kaisha Expandable injection bolt and grouting method using same
US7320371B2 (en) 2004-03-23 2008-01-22 “ALWAG” Tunnelausbau Gesellschaft m.b.H. Method and device for producing pretensioned anchorings

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2003201517B2 (en) * 2002-01-11 2008-08-21 Minova Australia Pty Limited A rock bolt
AUPR994002A0 (en) * 2002-01-11 2002-01-31 Fergusson, Jeffrey Robert A rock bolt
US6935811B2 (en) 2002-11-13 2005-08-30 Terrasimco Inc. Frictional mining bolt
SE525690C2 (en) * 2003-05-12 2005-04-05 Atlas Copco Rock Drills Ab Device for rock bolting as well as for automated rock bolting and method for rock bolting
SE525179C2 (en) * 2003-05-12 2004-12-21 Atlas Copco Rock Drills Ab Method and control system for pressure expandable rock bolts
SE525140C2 (en) 2003-05-12 2004-12-07 Atlas Copco Rock Drills Ab Expandable rock bolt and rock bolt system
AT9590U1 (en) * 2006-08-17 2007-12-15 Atlas Copco Mai Gmbh RUBBER TANK AND INFLATION ADAPTER FOR THESE
US8100607B2 (en) * 2007-11-21 2012-01-24 Robert Custers Rock anchor
AU2009202836A1 (en) * 2008-09-18 2010-04-08 Peter Andrew Gray An injection, sealing, valving and passageway system
AT508761B1 (en) * 2009-09-24 2011-04-15 Atlas Copco Mai Gmbh Friction Bolts
US9062547B2 (en) * 2010-06-04 2015-06-23 Fci Holdings Delaware, Inc. Expandable bolt with shielded tip
JP6053116B2 (en) * 2012-09-11 2016-12-27 株式会社ケー・エフ・シー Atypical steel pipe for expansion and manufacturing method thereof
JP6387310B2 (en) * 2015-02-04 2018-09-05 株式会社ケー・エフ・シー Rock bolt material tube
CN113474535B (en) * 2019-02-13 2024-07-09 Fci特拉华控股有限公司 Resin injection base

Citations (4)

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US4284379A (en) * 1979-07-25 1981-08-18 Ingersoll-Rand Company Earth structure stabilizer
SE427764B (en) * 1979-03-09 1983-05-02 Atlas Copco Ab MOUNTAIN CULTURAL PROCEDURES REALLY RUCH MOUNTED MOUNTAIN
EP0391119A1 (en) * 1989-04-01 1990-10-10 Friedr. Ischebeck GmbH Connecting element for a threaded joint of self-drilling injection anchors
DE4220636A1 (en) * 1992-06-24 1994-01-05 Ischebeck Friedrich Gmbh Coupling sleeve for self-tapping injection anchors for flushing medium injection during percussion drilling - includes internal thread and axial abutment for screwed-in injection anchor

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US1733392A (en) * 1926-05-19 1929-10-29 Gardner Denver Co Sectional drill steel
DE2606095B1 (en) * 1976-02-16 1976-12-02 Dyckerhoff & Widmann Ag REMOVABLE INJECTOR ANCHOR WITH DESTRUCTIBLE ANCHOR BODY
US4366651A (en) * 1979-10-06 1983-01-04 Newport Borough Council, Of Civic Centre Fixing devices
NO159201C (en) * 1980-09-08 1988-12-07 Atlas Copco Ab PROCEDURE FOR BOLTING IN MOUNTAIN AND COMBINED EXPANSION BOLT AND INSTALLATION DEVICE FOR SAME.
US4954017A (en) * 1980-11-10 1990-09-04 The Curators Of The University Of Missouri Expansion bolt and mine roof reinforcement
US4472088A (en) * 1982-04-21 1984-09-18 Martin W James Mining roof bolt
US4796928A (en) * 1987-09-28 1989-01-10 Baker Hughes Incorporated Threaded connection for pipes and method of fabricating same
US5320388A (en) * 1988-02-25 1994-06-14 Miller Pipeline Service Corporation Well tubing liner system
US5306187A (en) * 1993-03-22 1994-04-26 Mackal Glenn H Inflator manifold having plastic parts
SE502795C2 (en) * 1994-06-02 1996-01-15 Atlas Copco Rock Drills Ab Tubular rock bolt with orientation means

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE427764B (en) * 1979-03-09 1983-05-02 Atlas Copco Ab MOUNTAIN CULTURAL PROCEDURES REALLY RUCH MOUNTED MOUNTAIN
US4284379A (en) * 1979-07-25 1981-08-18 Ingersoll-Rand Company Earth structure stabilizer
EP0391119A1 (en) * 1989-04-01 1990-10-10 Friedr. Ischebeck GmbH Connecting element for a threaded joint of self-drilling injection anchors
DE4220636A1 (en) * 1992-06-24 1994-01-05 Ischebeck Friedrich Gmbh Coupling sleeve for self-tapping injection anchors for flushing medium injection during percussion drilling - includes internal thread and axial abutment for screwed-in injection anchor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003062599A1 (en) 2002-01-22 2003-07-31 Techmo Entwicklungs- Und Vertriebs Gmbh Rock bolts with an expandable element
US7004686B2 (en) 2002-01-22 2006-02-28 Techmo Entwicklungs- Und Vertriebs Gmbh Rock bolts with expandable element
WO2005073510A1 (en) * 2004-01-28 2005-08-11 Denki Kagaku Kogyo Kabushiki Kaisha Expandable injection bolt and grouting method using same
CN1771380B (en) * 2004-01-28 2010-05-05 电气化学工业株式会社 Expandable injection bolt and grouting method using same
US7320371B2 (en) 2004-03-23 2008-01-22 “ALWAG” Tunnelausbau Gesellschaft m.b.H. Method and device for producing pretensioned anchorings

Also Published As

Publication number Publication date
SE9600640D0 (en) 1996-02-21
JP2000504800A (en) 2000-04-18
SE9600640L (en) 1997-03-17
SE504605C2 (en) 1997-03-17
AU2237097A (en) 1997-09-10
EP0882173A1 (en) 1998-12-09
US5997219A (en) 1999-12-07

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