AU751611B2 - Rock bolt and method of forming a rock bolt - Google Patents

Rock bolt and method of forming a rock bolt Download PDF

Info

Publication number
AU751611B2
AU751611B2 AU41220/99A AU4122099A AU751611B2 AU 751611 B2 AU751611 B2 AU 751611B2 AU 41220/99 A AU41220/99 A AU 41220/99A AU 4122099 A AU4122099 A AU 4122099A AU 751611 B2 AU751611 B2 AU 751611B2
Authority
AU
Australia
Prior art keywords
bolt
paddle
section
hole
paddle section
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.)
Ceased
Application number
AU41220/99A
Other versions
AU4122099A (en
Inventor
Jeffrey Robert Fergusson
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.)
Minova Australia Pty Ltd
Original Assignee
Industrial Rollformers Pty Ltd
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
Priority claimed from AUPP3675A external-priority patent/AUPP367598A0/en
Application filed by Industrial Rollformers Pty Ltd filed Critical Industrial Rollformers Pty Ltd
Priority to AU41220/99A priority Critical patent/AU751611B2/en
Publication of AU4122099A publication Critical patent/AU4122099A/en
Application granted granted Critical
Publication of AU751611B2 publication Critical patent/AU751611B2/en
Assigned to MINOVA AUSTRALIA PTY LIMITED reassignment MINOVA AUSTRALIA PTY LIMITED Alteration of Name(s) in Register under S187 Assignors: INDUSTRIAL ROLLFORMERS PTY LIMITED
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Description

ROCK BOLT AND METHOD OF FORMING A ROCK BOLT Field of the Invention The present invention relates to a rock bolt and method of forming a rock bolt particularly but not exclusively, a rock bolt for use with a resin anchor.
Background of the Invention To install a rock bolt in a mine wall hole is firstly drilled in the wall and a chemical or resin mixture inserted in the hole. The bolt may then be inserted and is preferably rotated during insertion to mix the resin. To enhance mixing, the bolt may be provided with suitable thread form. In the event the diameter of the hole is greater than desired, a mixing device, such as a wire spirally wrapped along the length of the bolt may be provided. Alternatively, a paddle section may be provided by stamping the bolt.
A disadvantage associated with forming the paddle section is that substantive compressive load needs to be applied and the resultant stresses plastically deform the bolt axially as well as sidewardly of the bolt. The sideward displacement of material in the bolt is minimal and control of the shape of the paddle section is difficult to achieve.
Object of the Invention o It is an object of the invention to provide an improved rock bolt which includes a paddle section.
Summary of the Invention •25 In accordance with a first aspect of the invention, there is provided a bolt including a paddle section formed by deforming a portion of the bolt through application of an eccentric shear force.
eooo Preferably the paddle section includes two paddle portions projecting substantially parallel to a 30 centre line bisecting the bolt, the portions being displaced to opposite sides of the bolt and the centre line.
Preferaby, the bolt includes an expandable shell mounted to the paddle section, the shell including wedges adapted to be forced outwardly, by axial movement of the paddle portions therethrough, to lock the bolt against a wall of a bolt hole.
Preferably, a plurality of paddle sections are formed along the extent of the bolt.
In a second aspect of the invention, there is provided a method of forming a bolt including applying an eccentric shear force to the bolt to deform a portion of the bolt laterally thereof and thereby produce a paddle section.
Preferably, the method includes applying an eccentric shear force from opposed sides of the bolt, parallel to and on opposite sides of a centre line bisecting the bolt.
In a third aspect of the invention, there is provided a method of forming and installing a rock bolt, said method comprising the steps of:plastically deforming a shank portion of the bolt by application of an eccentric shear force to form at least one paddle section, said paddle section protruding beyond the undeformed exterior of said shank portion prior to deformation, (ii) inserting the plastically deformed bolt created in step into a hole drilled in a rock body and having a diameter sufficient to receive the plastically deformed bolt with a clearance fit, said hole having previously had inserted therein a resin mixture, (iii) rotating said bolt about its longitudinal axis to move said at least one paddle section through said resin mixture to mix the constituents thereof together, and (iv) allowing said resin mixture to harden in said hole and around said at least one paddle 25 section.
e In a fourth aspect of the invention, there is provided a fastener installation comprising: oa rock bolt having a shank section comprising an exterior surface and extending along *ea longitudinal axis, said bolt having at least one paddle section, said at least one paddle section S" 30 comprising a portion of said shank section that is plastically deformed beyond the exterior surface of the remainder of said shank section forming a surface in a plane bisecting said shank section through said longitudinal axis; a hole drilled in a rock body, said hole having a diameter sized so as to receive said bolt with a clearance fit, such that said bolt may be rotated about said longitudinal axis without contacting the wall of said hole; and a resin mixture, said resin mixture contained in said hole to be cooperable with said at least one paddle section of said bolt.
In another aspect of the invention, there is provided a resin embedded rock bolt dimensioned to be inserted into a hole drilled in a rock body with a clearance fit between said bolt and hole, after a shredable cartridge containing resin constituents has been inserted in said hole, said bolt having a shank portion which is plastically deformed by the application of an eccentric shear force to form at least one paddle section, and said paddle section protruding beyond the undeformed exterior of said shank portion prior to deformation and being shaped to mix said resin constituents.
Brief Description of the Drawings The invention is more fully described, by way of non-limiting example only, with reference to the accompanying drawings, in which: Figure 1 is a diagrammatic cross sectional view of a press used to form a bolt of the invention: 20 Figure 2 is a side view of the press shown in Figure 1; Figure 3 is a perspective view of a bolt in accordance with the invention; Figure 4 is a diagrammatic side view of an alternative bolt, formed in accordance with the invention; and Figure 5 is a diagrammatic perspective view of a bolt secured in a rock face.
oo
S:
*o e e WO 99/61749 PCT/AU99/00392 -3- Detailed Description of the Drawings Referring firstly to Figures 1 and 2, a bolt 1 is shown in a press 2, which comprises a pair of opposed blades 3, 4 mounted in respective tools 5, 6. The blades 3, 4 are laterally offset, to either side of a central line 7 which bisects the bolt 1. The blades 3, 4 are shown in Figure 2 as having a convex profile but may be of any desired shape.
In operation, the bolt 1 is located between the blades and held in a centred position by stop components 10 of the tools 5, 6, which extend lengthwise of the bolt. The tools are then brought together so that the blades engage the bolt from opposed sides thereof, to either side of the central line 7. A shear force is then applied via the blades. A lower portion 8 on the lower right hand side of the bar, as viewed in Figure 1, is deformed downwardly and an upper left hand portion 9 is deformed upwardly, to produce a paddle section in the bolt. The stop components 10 inhibit sideward deformation of the portions 8, 9, during application of the shear force.
The resultant paddle section 11 is shown in Figure 3 as including two paddle portions 12, 13 which are displaced laterally of the bar in the direction generally parallel to the centre line 7, with the portions 12, 13 arranged to opposite sides of the central line. The paddle portions, being displaced laterally of the bolt, render the paddle section suitable for mixing resin between the bolt and a wall of a hole, where the difference in diameter between the bolt and the hole wall would otherwise have been too large to obtain sufficient mixing of the resin by rotation of the bolt alone, without provision of the paddle section.
In Figure 4, a bolt 14 is shown in a hole 15. The bolt includes an alternatively shaped paddle section 16, to which is mounted and expandable shell 17 with outwardly displaceable wedges 18 which are used to engage a wall of the hole for locating the bolt in the hole. The paddle section 16 includes a paddle portion 19 which is substantially displaced laterally of the bolt toward only one end 20 to provide a ramp section 21. The ramp section 21 may be utilised to engage with the uppermost wedge 18 of the shell 17 such that movement of the bolt 14 to the right, as shown, forces the wedge against the wall of the hole to lock the shell and thereby the bolt in place.
Figure 5 illustrates a bolt 30, formed in a similar fashion to the bolt 1, except with the provision of two paddle sections 31, 32 instead of a single section 11. The bolt is shown installed in a bolt hole 33 formed in a rock face. The bolt 30 is secured in the hole 33 with a resin 35, previously mixed by the paddle sections.
As may be appreciated from the above, the shape and configuration of the blades may be varied, as required and it is conceived possible that only one blade may be used to provide a paddle section with a single paddle portion. The invention also allows for a considerable degree of control over the shape and size of the paddle portion, through use of shear forces to form the paddle section, as opposed to a straight compressive force. Further, the paddle section of the bolt may be suitably configured to cooperate with an expandable shell for locating a bolt in a hole in a mine wall.
Many modifications and variations may be made to the above described bolt without departing from the spirit and scope of the invention as herein described.
The term "comprising" and its grammatical variations as used herein are used in the sense of "including" or "having" and not in the exclusive sense of "consisting only of".
9*9o9 *o•999 So 0.900: 9o 9o* *o o 9 9•

Claims (21)

1. A bolt including a paddle section formed by deforming a portion of the bolt through application of an eccentric shear force.
2. A bolt as claimed in claim 1, wherein the paddle section includes two paddle portions projecting substantially parallel to a centre line bisecting the bolt, the portions being displaced to opposite sides of the bolt and the centre line.
3. A bolt as claimed in claim 2, wherein the bolt includes an expandable shell mounted to the paddle section, the shell including wedges adapted to be forced outwardly, by axial movement of the paddle portions therethrough, to lock the bolt against a wall of a bolt hole.
4. A bolt as claimed in any one of claims 1 to 3, wherein a plurality of paddle sections are formed along the extent of the bolt.
A method of forming a bolt including applying an eccentric shear force to the bolt to deform a portion of the bolt laterally thereof and thereby produce a paddle section.
6. A method as claimed in claim 5, wherein the method includes applying an eccentric shear force from opposed sides of the bolt, parallel to and on opposite sides of a centre line bisecting the bolt.
7. A method of forming and installing a rock bolt, said method comprising the steps of:- plastically deforming a shank portion of the bolt by application of an eccentric shear force to form at least one paddle section, said paddle section protruding beyond the undeformed exterior of said shank portion prior to deformation, (ii) inserting the plastically deformed bolt created in step into a hole drilled in a rock body and having a diameter sufficient to receive the plastically deformed bolt with a clearance fit, said hole having previously had inserted therein a resin mixture, (iii) rotating said bolt about its longitudinal axis to move said at least one paddle section through said resin mixture to mix the constituents thereof together, and (iv) allowing said resin mixture to harden in said hole and around said at least one paddle section. S•
8. A method as claimed in claim 7, wherein each paddle section includes two paddle portions projecting substantially parallel to a centre line bisecting the bolt, the portions being S• displaced to opposite sides of the bolt and the centre line.
9. A method as claimed in claim 8, wherein the bolt includes an expandable shell mounted to a corresponding said paddle section, the shell including wedges adapted to be forced outwardly, by axial movement of the paddle portions therethrough, to lock the bolt against said hole.
A method as claimed in claim 7, wherein a plurality of paddle sections are formed along said shank portion.
11. A method of forming and installing a rock bolt, said method being substantially as herein described with reference to Figs 1 to 3 or 4 or 5 of the drawings.
12. A fastener installation comprising: a rock bolt having a shank section comprising an exterior surface and extending along a longitudinal axis, said bolt having at least one paddle section, said at least one paddle section comprising a portion of said shank section that is plastically deformed beyond the exterior surface of the remainder of said shank section forming a surface in a plane bisecting said shank section through said longitudinal axis; a hole drilled in a rock body, said hole having a diameter sized so as to receive said bolt with a clearance fit, such that said bolt may be rotated about said longitudinal axis without contacting the wall of said hole; and a resin mixture, said resin mixture contained in said hole to be cooperable with said at least one paddle section of said bolt.
13. A resin embedded rock bolt dimensioned to be inserted into a hole drilled in a rock body with a clearance fit between said bolt and hole, after a shredable cartridge containing resin constituents has been inserted in said hole, said bolt having a shank portion which is plastically deformed by the application of an eccentric shear force to form at least one paddle section, and said paddle section protruding beyond the undeformed exterior of said shank portion prior to deformation and being shaped to mix said resin constituents.
14. A resin embedded rock bolt as claimed in claim 13, wherein each paddle section e includes two paddle portions projecting substantially parallel to a centre line bisecting the bolt, o the portions being displaced to opposite sides of the bolt and the centre line.
A resin embedded rock bolt as claimed in claim 14, wherein the bolt includes an expandable shell mounted to a corresponding said paddle section, the shell including wedges adapted to be forced outwardly, by axial movement of the paddle portions therethrough, to lock the bolt against said hole.
16. A resin embedded rock bolt as claimed in any one of claims 13 to 15, wherein a plurality of sections are formed along said shank portion.
17. A resin embedded rock bolt substantially as herein described with reference to Figs 1 to 3 or 4 or 5 of the drawings.
18. A fastener installation substantially as herein described with reference to Figs 1 to 3 or 4 or 5 of the drawings.
19. A method of forming and installing a rock bolt, the method substantially as herein described with reference to Figs 1 to 3 or 4 or 5 of the drawings.
A bolt including a paddle section, the bolt substantially as herein described with reference to Figs 1 to 3 or 4 or 5 of the drawings.
21. A method of forming a bolt, the method substantially as herein described with reference to Figs 1 to 3 or 4 or 5 of the drawings. Dated this 25 th Day of June, 2002 INDUSTRIAL ROLL FORMERS PTY LIMITED By: HODGKINSON OLD McINNES Patent Attorneys for the Applicant
AU41220/99A 1998-05-22 1999-05-21 Rock bolt and method of forming a rock bolt Ceased AU751611B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU41220/99A AU751611B2 (en) 1998-05-22 1999-05-21 Rock bolt and method of forming a rock bolt

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AUPP3675A AUPP367598A0 (en) 1998-05-22 1998-05-22 Rock bolt and method of forming a rock bolt
AUPP3675 1998-05-22
PCT/AU1999/000392 WO1999061749A1 (en) 1998-05-22 1999-05-21 Rock bolt and method of forming a rock bolt
AU41220/99A AU751611B2 (en) 1998-05-22 1999-05-21 Rock bolt and method of forming a rock bolt

Publications (2)

Publication Number Publication Date
AU4122099A AU4122099A (en) 1999-12-13
AU751611B2 true AU751611B2 (en) 2002-08-22

Family

ID=25625524

Family Applications (1)

Application Number Title Priority Date Filing Date
AU41220/99A Ceased AU751611B2 (en) 1998-05-22 1999-05-21 Rock bolt and method of forming a rock bolt

Country Status (1)

Country Link
AU (1) AU751611B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU1275083A (en) * 1982-03-29 1983-10-06 Chemfix Pty. Ltd. Chemical rock bolt
US5018919A (en) * 1989-04-15 1991-05-28 Bergwerksverband Gmbh Combined rigid profile and stretching roof bolt with expansion element
US5076734A (en) * 1990-10-05 1991-12-31 H & S Machine And Supply Co., Inc. Roof bolt with paddle resin mixer and method for making the same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU1275083A (en) * 1982-03-29 1983-10-06 Chemfix Pty. Ltd. Chemical rock bolt
US5018919A (en) * 1989-04-15 1991-05-28 Bergwerksverband Gmbh Combined rigid profile and stretching roof bolt with expansion element
US5076734A (en) * 1990-10-05 1991-12-31 H & S Machine And Supply Co., Inc. Roof bolt with paddle resin mixer and method for making the same

Also Published As

Publication number Publication date
AU4122099A (en) 1999-12-13

Similar Documents

Publication Publication Date Title
AU2007338947B2 (en) A deformable rock bolt
AU2017323389B2 (en) A coupling device, associated parts and a method of use thereof
CA2090952C (en) Mine roof expansion anchor and bail element
AU580140B2 (en) Deformed bar for adhesion and applying tension
CA2167655C (en) Mine roof support system including an expansion anchor with means assisting resin component mixing and method of installation thereof
US4312611A (en) Fastening element assembly with a spreading wedge
US6447228B1 (en) Rock bolt and method of forming a rock bolt
WO2008089056A1 (en) Reinforcing bar splice with cutting edge bolts
CA1226752A (en) Expansion shell
US20040161305A1 (en) Radially deformed anchorage bolt
AU1546602A (en) Cable bolt with mixing delay device
KR19980063643A (en) Undercut Dowwell with automatic cutting
US5873689A (en) Low torque threaded fastener and mine roof support system using such a fastener
CA2327822C (en) Self-cutting expansion anchor
AU751611B2 (en) Rock bolt and method of forming a rock bolt
US7037058B2 (en) Resin embedded rock bolt
US3577825A (en) Bolt anchor and method for making same
CA2019045A1 (en) Expansion assembly for mine roof bolts utilized in small diameter bore holes
EP2516761B1 (en) Device for connecting two components separated by a gap and for absorbing transverse forces that occur between the components
US5417520A (en) Nut with deformed internal thread, and method of using same in bolt assembly
WO2004106754A1 (en) Expanding anchor made of metal and placing tool therefor
WO1995000744A1 (en) Improvements in rock bolts
CA1169684A (en) Anchor bolt
CA2439397A1 (en) Mine roof bolt assembly
EP1036948B1 (en) Dowel

Legal Events

Date Code Title Description
FGA Letters patent sealed or granted (standard patent)