WO2005047650A1 - Tube-formed expandable rock bolt and expansion fluid delivering nozzle - Google Patents

Tube-formed expandable rock bolt and expansion fluid delivering nozzle Download PDF

Info

Publication number
WO2005047650A1
WO2005047650A1 PCT/SE2004/001513 SE2004001513W WO2005047650A1 WO 2005047650 A1 WO2005047650 A1 WO 2005047650A1 SE 2004001513 W SE2004001513 W SE 2004001513W WO 2005047650 A1 WO2005047650 A1 WO 2005047650A1
Authority
WO
WIPO (PCT)
Prior art keywords
nozzle
rock bolt
connecting portion
expansion
cavity
Prior art date
Application number
PCT/SE2004/001513
Other languages
English (en)
French (fr)
Inventor
Fredrik ÖBERG
Morgan Kanflod
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
Publication of WO2005047650A1 publication Critical patent/WO2005047650A1/en

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
    • 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

  • This invention concerns a tube-formed expandable rock bolt according to the preamble of claim 1 and an expansion fluid delivering nozzle for co-operation with such a rock bolt according to the preamble of claim 8.
  • Tube-formed expandable rock bolts are used in mines and tunnels in order to stabilize the rock roof and wall or as anchoring devices for use as supports for various equipment to be suspended at the rock face. Anchoring of such a rock bolt inside the borehole is accomplished by pressurizing and deformation of an expandable tubular part in order to obtain permanent fixation.
  • US-A-4 459 067 describes various embodiments of such expandable rock bolts.
  • the rock bolt is expanded by supplying expansion fluid over an outward hole 45 provided in a cylindrical sleeve 19, which, at a distance inside the hole, has a support shoulder for cooperation with a rock support plate.
  • a clamping head is applied to the outside of the sleeve, whereupon, after ensuring a sealed fit, expansion fluid is delivered to the bolt.
  • the invention makes it possible to construct technically effective, simple and economic means for connecting an expansion fluid delivering nozzle to a rock bolt.
  • Embodiments of such means can include bayonet couplings or co-operating recesses and protrusions, which come into mutual locking cooperation through a limited rotary movement.
  • connection portion allows effective joining thereof with the expansion portion of the rock bolt. And in case of a radially extending contact surface, a permanent joint against the expansion portion could be obtained through for example friction welding and resistant welding.
  • the connecting portion includes a fastening sleeve which is a surrounded by an end part of the expansion portion that end part can be deformed in such a way that an inward loop or inward loops, as seen in a radial section through the expansion portion, are displaced outwards into contact with outside loop or loops.
  • the joint can thereafter be obtained by welding.
  • the expansion fluid delivering nozzle comprises an expansion fluid activated clamping device
  • the nozzle can be mechanically locked at the rock bolt without a rotational movement and besides, the nozzle will be fastened inside the cavity until the entire installation is completed.
  • an expandable sealing and clamping ring is activated by expansion fluid acting on a piston. It is advantageous if the nozzle includes a valve which does not transmits expansion fluid to an expansion portion before the nozzle has been locked inside the cavity.
  • the dimensions of the nozzle, and thereby the outside dimensions of the connecting portion is preferably chosen such that the latter dimensions essentially corresponds to that of an unexpanded expansion portion of the rock bolt. This way insertion of the rock bolt into a bore hole at occasions is not obstructed by the connecting portion.
  • Fig. 1 shows a nozzle and part of a rock bolt according to the invention disassembled in a perspective view
  • Fig. 2 shows a nozzle, a rock bolt and a rock support plate disassembled, in a longitudinal section
  • Fig. 3 shows the elements of Fig. 2 in an assembled state
  • Fig. 4 shows another embodiment of a nozzle and a rock bolt according to the invention
  • Fig. 5 shows another embodiment of a rock bolt according to the invention in a partial section
  • Fig. 6 shows still another embodiment of a rock bolt according to the invention in a partial section.
  • an expansion fluid delivering nozzle 1 is shown having an expansion fluid channel 2 and a coupling portion 3.
  • the nozzle 1 is connected over means such as an expansion fluid house to a pressure fluid source (not shown) .
  • the coupling portion 3 is intended to fit into a cavity 7 in a connecting portion 6 of an expandable rock bolt 5.
  • the coupling portion 3 comprises locking means in the form of bayonet coupling elements one of which being shown as a pin 4 extending radially from a circular cylindrical outward surface of the nozzle 1.
  • the front end of the nozzle 1 has a reduced diameter and carries sealing means for co-operation with a corresponding part of the cavity 7.
  • bayonets coupling grooves 8 matching the pins 4 on the nozzle 1 such that upon insertion and limited rotation of the nozzle with respect to the connecting portion 6 of the rock bolt 5 locking of the nozzle in an axial direction will be obtained.
  • Fig. 1 10 indicates an expansion portion of the rock bolt 5.
  • a support shoulder 9 is position at the outermost or proximal end of the connecting portion 6 for supporting a rock support plate (see Figs. 2 and 3).
  • Fig. 2 shows the nozzle 1 with both pins 4 of the coupling portion 3 prior to insertion into the cavity 7 of the coupling portion 6 of the rock bolt 5.
  • a sealing ring 11 which upon insertion comes into sealing contact with a co-operating surface 13 in a portion of the cavity 7 having somewhat reduced diameter.
  • an axial channel 12 is provided for expansion fluid to enter into the inside of the expansion portion 10.
  • the front end of the rock bolt 5 is provided with a pointed bolt tip 16.
  • the connecting portion 6 as well as the bolt tip 16 has radially extending contact surfaces 14, 14', which are jointed to the expansion portion in a suitable way such as by friction welding, resistance welding or any other suitable joining method.
  • the support shoulder 9 is shown having a rounded surface which is intended to co-operate with a vaulted surface of a rock support plate 15 in a per se known manner which is not described in more detail here.
  • Fig. 3 shows the nozzle 1 and the connecting portion 6 of the rock bolt 5 in an assemble state, wherein the bayonet coupling pins 4, through rotation of the nozzle 1, have been positioned in the end portion of the bayonet grooves 8.
  • the nozzle 17 is shown attached to an expansion fluid hose 19 and is provided with an axial channel 18 which communicates over inclined borings 21 with a cylinder chamber 20 wherein a piston 19 is axially moveable .
  • FIG. 5 Another modification of a rock bolt is indicated in Fig. 5, wherein the connecting portion includes a fastening sleeve which surrounds an end part of an expansion portion and is fastened thereto by means of a weld.
  • FIG. 6 A further embodiment is shown in Fig. 6, wherein the connecting portion includes a fastening sleeve which surrounds an end part of the expansion portion and is fastened thereto by means of weld.
  • the inside material of the tubular expansion portion is deformed and displaced radially outwards so as to fit on the outside of said fastening sleeve.
  • the nozzle and cavity can have cooperating coupling elements of various kinds besides bayonet coupling elements such as interrupted threads. Locking may be achieved by relative rotation of the nozzle and the connecting part a limited angle of for example 30°.
  • the locking effect of the nozzle indicated in Fig. 4 can be enhanced by providing a groove or another engagement means in the inside surface of the connecting portion 6' . This is preferred according to the invention. Having the surface of the cavity made as is shown in figs 4, 5 and 6 requires strictly frictional engagement, which, however, could be improved by providing the surface with friction increasing means such as serrations etc.
  • Another possibility is to provide an expandable metallic device coming into locking contact with such a groove or engagement means. Sealing and clamping may,or may not be integrated into the same means.
  • rock bolt which are not related to the invention per se are optional and can be of the kind known from the prior art.

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)
  • Earth Drilling (AREA)
  • Jet Pumps And Other Pumps (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
PCT/SE2004/001513 2003-11-13 2004-10-20 Tube-formed expandable rock bolt and expansion fluid delivering nozzle WO2005047650A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0302998-0 2003-11-13
SE0302998A SE526133C2 (sv) 2003-11-13 2003-11-13 Rörformig expanderbar bergbult och expansionsfluidavgivande munstycke

Publications (1)

Publication Number Publication Date
WO2005047650A1 true WO2005047650A1 (en) 2005-05-26

Family

ID=29707908

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SE2004/001513 WO2005047650A1 (en) 2003-11-13 2004-10-20 Tube-formed expandable rock bolt and expansion fluid delivering nozzle

Country Status (2)

Country Link
SE (1) SE526133C2 (sv)
WO (1) WO2005047650A1 (sv)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005119009A1 (en) * 2004-06-01 2005-12-15 David Charles Tyrer Expandable rock anchor
WO2007070905A2 (de) * 2005-12-19 2007-06-28 Atlas Copco Mai Gmbh Wärmetauscher
WO2007082319A1 (de) * 2006-01-19 2007-07-26 Atlas Copco Mai Gmbh Fluidrückgewinnung
US9605780B2 (en) 2010-12-03 2017-03-28 Friedr. Ishebeck GmbH Coupling, in particular for connecting anchor rods
US9863248B2 (en) 2015-04-23 2018-01-09 Jason L. Moon Friction bolt
DE102005015494B4 (de) 2005-04-05 2023-03-23 Friedr. Ischebeck Gmbh Bajonettkupplung

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4423986A (en) * 1980-09-08 1984-01-03 Atlas Copco Aktiebolag Method and installation apparatus for rock bolting
US4459067A (en) * 1979-03-09 1984-07-10 Atlas Copco Aktiebolag Method of rock bolting and tube-formed expansion bolt
DE4024869A1 (de) * 1989-08-10 1991-02-14 Magyar Aluminium Hydraulischer selbstbohr-gesteinanker

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4459067A (en) * 1979-03-09 1984-07-10 Atlas Copco Aktiebolag Method of rock bolting and tube-formed expansion bolt
US4423986A (en) * 1980-09-08 1984-01-03 Atlas Copco Aktiebolag Method and installation apparatus for rock bolting
DE4024869A1 (de) * 1989-08-10 1991-02-14 Magyar Aluminium Hydraulischer selbstbohr-gesteinanker

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005119009A1 (en) * 2004-06-01 2005-12-15 David Charles Tyrer Expandable rock anchor
DE102005015494B4 (de) 2005-04-05 2023-03-23 Friedr. Ischebeck Gmbh Bajonettkupplung
WO2007070905A2 (de) * 2005-12-19 2007-06-28 Atlas Copco Mai Gmbh Wärmetauscher
WO2007070905A3 (de) * 2005-12-19 2007-10-04 Atlas Copco Mai Gmbh Wärmetauscher
WO2007082319A1 (de) * 2006-01-19 2007-07-26 Atlas Copco Mai Gmbh Fluidrückgewinnung
US8152416B2 (en) 2006-01-19 2012-04-10 Atlas Copco Mai Gmbh Device for expanding and/or evacuating parts of anchors
US9605780B2 (en) 2010-12-03 2017-03-28 Friedr. Ishebeck GmbH Coupling, in particular for connecting anchor rods
US9863248B2 (en) 2015-04-23 2018-01-09 Jason L. Moon Friction bolt

Also Published As

Publication number Publication date
SE526133C2 (sv) 2005-07-12
SE0302998L (sv) 2005-05-14
SE0302998D0 (sv) 2003-11-13

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