WO2001088339A1 - Method for setting anchoring bolts in mines - Google Patents

Method for setting anchoring bolts in mines Download PDF

Info

Publication number
WO2001088339A1
WO2001088339A1 PCT/GB2001/002215 GB0102215W WO0188339A1 WO 2001088339 A1 WO2001088339 A1 WO 2001088339A1 GB 0102215 W GB0102215 W GB 0102215W WO 0188339 A1 WO0188339 A1 WO 0188339A1
Authority
WO
WIPO (PCT)
Prior art keywords
cartridge
hole
tool
bolt
skin
Prior art date
Application number
PCT/GB2001/002215
Other languages
French (fr)
Other versions
WO2001088339A8 (en
Inventor
Kerry Lee Dever
Original Assignee
Fosroc International Limited
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 Fosroc International Limited filed Critical Fosroc International Limited
Priority to CA002409071A priority Critical patent/CA2409071A1/en
Priority to EP01931871A priority patent/EP1283942A1/en
Priority to NZ522585A priority patent/NZ522585A/en
Priority to AU2001258562A priority patent/AU2001258562A1/en
Publication of WO2001088339A1 publication Critical patent/WO2001088339A1/en
Publication of WO2001088339A8 publication Critical patent/WO2001088339A8/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • E21D20/025Grouting with organic components, e.g. resin
    • E21D20/026Cartridges; Grouting charges
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • E21D20/025Grouting with organic components, e.g. resin
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0093Accessories

Definitions

  • This invention relates to equipment for use in mines, more particularly to roof bolts and a method for using same.
  • Roof bolts are well known in the mining industry and are extensively employed for consolidating the roof and providing anchoring points and support. Their use involves drilling a hole in the roof of the mine and inserting into the hole a resin filled cartridge.
  • the resin filled cartridges are also well known and comprise a curable resin and a catalyst for the resin contained within a sausage-like skin.
  • a bolt is inserted which pierces the skin and penetrates the resin.
  • the bolt is usually spun to mix the resin and catalyst and, once mixed, the resin cures and sets.
  • the present invention provides a solution to this problem by the use of a device to puncture the skin of the cartridge and thereby improve the contact between the resin and the wall of the bore hole.
  • a method for installing a roof bolt in a mine which method comprises: (i) drilling a hole in the roof of a mine (ii) inserting a resin cartridge having a skin into the hole 5 (iii) inserting a bolt into the hole and which comprises employing in the hole a tool having one or more sharp elements and wherein the insertion of the bolt causes the tool to puncture the cartridge and prevent the skin from expanding against the wall of the hole.
  • an o assembly comprising: a cartridge and attached to one end thereof a tool having a sharp element which on the application of pressure in the bore hole is capable of puncturing the skin of the cartridge and depressurising the cartridge.
  • Fig la is a side view of the tool
  • Fig lb is a bottom view of the tool
  • Figs 2a, 2b and 2c show the attachment of the tool to the resin cartridge and the insertion of the assembly into a bore hole 0
  • Figs 3a,3b, 3c and 3d show the operation of the tool and the puncturing of the resin cartridge.
  • mine in the present specification is intended to include quarries, tunnels and all underground earthworks.
  • roof is intended to include not only an overhead surface but also walls and all surfaces into which anchor bolts are inserted.
  • a tool for use with a cartridge to puncture the cartridge comprising a base of suitable size and cross section to be inserted in a bore hole and, extending from the base one or more o sharp elements disposed so that when the tool is located in a bore hole with the base towards the bottom of the hole, the elements project towards the mouth of the hole.
  • the tool of total height H comprises a top cylindrical portion 1 of outer diameter D equal to the cartridge diameter and thickness t equal to 0.5H, with a 45° chamfer of the upper face 2 to a depth of 0.25t, and a lower face 3 containing 5 eight teeth 4 equally spaced ar 45 degrees about the perimeter of 3.
  • Four rectangular through slots 7 of arc width w and height h are located in portion 1 at a o distance of 0.75t from lower face 3, equally spaced 90 degrees around D.
  • Each tooth tapers to a point at the free end 10 from which a flexible finger 11 of length 1 equal to 0.52D and diameter d4 equal to t/16 extends radially towards the disk centre at an angle of 15 degrees from horizontal towards lower face 3.
  • the tool is injection moulded of a hard, durable plastics material such as rhinite or nylon using a multiple stage mould though other materials may be used.
  • Figs 2a, 2b and 2c in use the tool is pressed onto the clip 13 of the cartridge 14 bending the fingers 11 of the tool until they clear and wedge against the underside 15 of the clip 13 thereby retaining the tool on the clip (Fig 2b) and allowing the cartridge to be inserted into the borehole 16 in the preferred orientation with the tool end leading (Fig 2c).
  • the roof bolt 17 is inserted into the bore hole 16 advancing the cartridge 14 towards the top 18 of the bore hole (Fig 3a).
  • the tool element contacts the end of the hole (Fig 3b) whereupon compression of the cartridge between the bolt tip 19 and the teeth 4 of the tool is begun sufficiently to puncture the ball end 20 of the cartridge (Fig 3c).
  • Continued insertion of the bolt serves to implement the flat bolt tip 19 as a plunger to extrude the resin contents 21 of the cartridge from the punctured end 20 thus affording annular flow of the resin contents between the cartridge skin 22 and bore hole wall 23 as illustrated in Fig 3d.

Abstract

A method for installing a roof bolt in a mine, which method comprises: (i) drilling a hole in the roof of a mine; (ii) inserting a resin cartridge having a skin into the hole; (iii) inserting a bolt into the hole and which comprises employing in the hole a tool having one or more sharp elements and wherein the insertion of the bolt causes the tool to puncture the cartridge and prevent the skin from expanding against the wall of the hole.

Description

EQUIPMENT FOR USE IN MINES AND METHOD OF USE
Field of the Invention
This invention relates to equipment for use in mines, more particularly to roof bolts and a method for using same. Background of the Invention Roof bolts are well known in the mining industry and are extensively employed for consolidating the roof and providing anchoring points and support. Their use involves drilling a hole in the roof of the mine and inserting into the hole a resin filled cartridge. The resin filled cartridges are also well known and comprise a curable resin and a catalyst for the resin contained within a sausage-like skin. In the next step of the installation a bolt is inserted which pierces the skin and penetrates the resin. The bolt is usually spun to mix the resin and catalyst and, once mixed, the resin cures and sets. Problem to be solved by the Invention
There is a long standing problem in coal mining, particularly when employing small diameter bolts, of a phenomenon called glove fingering. The problem arises when the bolt is inserted into the hole pressurising the cartridge and forcing the skin to the hole wall and then boring a hole through the contents of the cartridge leaving the skin intact. The result is that there is little direct contact of the wall by the resin and hence a less than optimum anchorage.
Previous attempts to solve the problem have involved the use of a thinner skin to contain the resin, coarse filler in the cartridge and slash cut bolts. However these have not generally been successful.
There have also been proposals to improve the mixing of the contents of the cartridge.
For example it has been proposed to:
(i) provide metal coils spiralling around and attached to the roof bolt (ii) provide enlarged cylindrical sections of the roof bolt, for example a tubular 5 sleeve around the bolt itself to decrease the annulus between the bolt and the bore hole in an effort to improve shear mixing when the bolt is spun, (iii) retaining washers and/or clips around the leading portion of the anchor bolt which retains the resin in the upper portion of the bore hole to assist anchorage of the expansion shell and 0 (iv) a washer or ferrule crimped on the end of a cable bolt to improve the shear mixing upon insertion.
These earlier proposals are described in United States Patents Nos 4,194,858;
4,516,886; 4,664,561; 4,655,645; 4,704,053; 5,042,961; 5,052,861; 5,076,734;
5,259,703 and 5,378,087. 5 However none of these earlier proposals addresses the problem of glove fingering mentioned above.
The present invention provides a solution to this problem by the use of a device to puncture the skin of the cartridge and thereby improve the contact between the resin and the wall of the bore hole. o Summary of the Invention
According to the present invention there is provided a method for installing a roof bolt in a mine which method comprises: (i) drilling a hole in the roof of a mine (ii) inserting a resin cartridge having a skin into the hole 5 (iii) inserting a bolt into the hole and which comprises employing in the hole a tool having one or more sharp elements and wherein the insertion of the bolt causes the tool to puncture the cartridge and prevent the skin from expanding against the wall of the hole. According to another aspect of the present invention there is provided an o assembly comprising: a cartridge and attached to one end thereof a tool having a sharp element which on the application of pressure in the bore hole is capable of puncturing the skin of the cartridge and depressurising the cartridge. Advantageous Effect of the Invention
The use of the invention improves the contact of the resin with the wall of the bore hole and thereby provides an improved anchor. 5 Brief Description of the Drawings
Fig la is a side view of the tool
Fig lb is a bottom view of the tool
Figs 2a, 2b and 2c show the attachment of the tool to the resin cartridge and the insertion of the assembly into a bore hole 0 Figs 3a,3b, 3c and 3d show the operation of the tool and the puncturing of the resin cartridge. Detailed Description of the Invention
The term mine in the present specification is intended to include quarries, tunnels and all underground earthworks. s The term roof is intended to include not only an overhead surface but also walls and all surfaces into which anchor bolts are inserted.
According to a further aspect of the present invention there is provided a tool for use with a cartridge to puncture the cartridge said tool comprising a base of suitable size and cross section to be inserted in a bore hole and, extending from the base one or more o sharp elements disposed so that when the tool is located in a bore hole with the base towards the bottom of the hole, the elements project towards the mouth of the hole. Referring to Figs la and lb, the tool of total height H comprises a top cylindrical portion 1 of outer diameter D equal to the cartridge diameter and thickness t equal to 0.5H, with a 45° chamfer of the upper face 2 to a depth of 0.25t, and a lower face 3 containing 5 eight teeth 4 equally spaced ar 45 degrees about the perimeter of 3. .A hole 5 of diameter dl=D/2 extends entirely and concentrically through the cylindrical portion 1 and circular channels or flutes 6 each of radius rl=d2/2 run longitudinally along the outer surface of portion 1 at a depth d and equally spaced between the teeth 4. Four rectangular through slots 7 of arc width w and height h are located in portion 1 at a o distance of 0.75t from lower face 3, equally spaced 90 degrees around D. The teeth are each of length L equal to 0.5H and their maximum diameter is at position 8 with a magnitude represented by d2 tapering to a reduced diameter 9 of d3= 0.75d2 at face 3. Each tooth tapers to a point at the free end 10 from which a flexible finger 11 of length 1 equal to 0.52D and diameter d4 equal to t/16 extends radially towards the disk centre at an angle of 15 degrees from horizontal towards lower face 3. Circular channels or flutes 12 of radius r2=d2/2 run longitudinally through the inner surfaces of teeth 4 with their axes parallel to the central axis of cylindrical portion 1 and set in the teeth at a depth of r2 at 8.
The tool is injection moulded of a hard, durable plastics material such as rhinite or nylon using a multiple stage mould though other materials may be used.
Referring to Figs 2a, 2b and 2c: in use the tool is pressed onto the clip 13 of the cartridge 14 bending the fingers 11 of the tool until they clear and wedge against the underside 15 of the clip 13 thereby retaining the tool on the clip (Fig 2b) and allowing the cartridge to be inserted into the borehole 16 in the preferred orientation with the tool end leading (Fig 2c).
During the normal bolting cycle the roof bolt 17 is inserted into the bore hole 16 advancing the cartridge 14 towards the top 18 of the bore hole (Fig 3a). As the bolt insertion continues, the tool element contacts the end of the hole (Fig 3b) whereupon compression of the cartridge between the bolt tip 19 and the teeth 4 of the tool is begun sufficiently to puncture the ball end 20 of the cartridge (Fig 3c). Continued insertion of the bolt serves to implement the flat bolt tip 19 as a plunger to extrude the resin contents 21 of the cartridge from the punctured end 20 thus affording annular flow of the resin contents between the cartridge skin 22 and bore hole wall 23 as illustrated in Fig 3d.

Claims

Claims:
1. A method for installing a roof bolt in a mine which method comprises (i) drilling a hole in the roof of a mine
(ii) inserting a resin cartridge having a skin into the hole
(iii) inserting a bolt into the hole and which comprises employing in the hole a tool having one or more shaφ elements and wherein the insertion of the bolt causes the tool to puncture the cartridge and prevent the skin from expanding against the wall of the hole.
2. A method as claimed in claim 1 which comprises inserting the tool into the bore hole prior to the cartridge.
3. A method as claimed in claim 1 which comprises attaching the tool to the leading end of the cartridge prior to insertion in the hole so that the sharp elements point towards the cartridge.
4. A method as claimed in claim 1 which comprises attaching the tool to the tip of the bolt so that the sharp elements point towards the cartridge.
5. An assembly for use in roof bolting said assembly comprising: a cartridge and attached to one end thereof a tool having a sharp element which on the application of pressure in the bore hole is capable of puncturing the skin of the cartridge and depressurising the cartridge.
6. An assembly as claimed in claim 5 wherein the tool is attached to the clip of the cartridge.
7. An assembly as claimed in claim 5 or 6 wherein the sharp element comprises a plurality of teeth arranged so that when the assembly is inserted into a bore hole the teeth project towards the cartridge.
8. A tool for use with a cartridge to puncture the cartridge said tool comprising: a base of suitable size and cross section to be inserted in a bore hole and, extending from the base one or more shaφ elements disposed so that when the tool is located in a bore hole with the base towards the bottom of the hole, the element projects towards the mouth of the hole.
PCT/GB2001/002215 2000-05-18 2001-05-17 Method for setting anchoring bolts in mines WO2001088339A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
CA002409071A CA2409071A1 (en) 2000-05-18 2001-05-17 Equipment for use in mines and method of use
EP01931871A EP1283942A1 (en) 2000-05-18 2001-05-17 Method for setting anchoring bolts in mines
NZ522585A NZ522585A (en) 2000-05-18 2001-05-17 Equipment for use in mines and method of use
AU2001258562A AU2001258562A1 (en) 2000-05-18 2001-05-17 Method for Setting Anchoring Bolts in Mines

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US20510900P 2000-05-18 2000-05-18
US60/205,109 2000-05-18

Publications (2)

Publication Number Publication Date
WO2001088339A1 true WO2001088339A1 (en) 2001-11-22
WO2001088339A8 WO2001088339A8 (en) 2002-02-28

Family

ID=22760827

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB2001/002215 WO2001088339A1 (en) 2000-05-18 2001-05-17 Method for setting anchoring bolts in mines

Country Status (6)

Country Link
EP (1) EP1283942A1 (en)
AU (1) AU2001258562A1 (en)
CA (1) CA2409071A1 (en)
NZ (1) NZ522585A (en)
WO (1) WO2001088339A1 (en)
ZA (1) ZA200209323B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102472103A (en) * 2009-08-05 2012-05-23 F.M.洛克托斯公司 Tensionable tubular resin anchored tubular bolt and method

Citations (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1268624A (en) * 1960-06-24 1961-08-04 Forges Et Boulonneries Hermant Advanced anchoring device
DE1876513U (en) * 1963-03-23 1963-08-01 Becorit Grubenausbau Gmbh EASILY DESTROYABLE CONTAINER FOR A KITTY MASS FOR USE DURING ANCHOR REMOVAL.
GB1461967A (en) * 1973-10-03 1977-01-19 Upat Max Langensiepen Kg Securing fixing members
US4194858A (en) 1978-09-25 1980-03-25 The Eastern Company Mine roof bolt anchor installation
GB2073283A (en) * 1980-02-12 1981-10-14 Deimold R Rock bolting
FR2500053A1 (en) * 1981-02-13 1982-08-20 Lenoir & Mernier Anchor bolt for mortar - has metal web grips with catalyst in capsule to improve grip on mortar
US4393638A (en) * 1979-10-16 1983-07-19 Upat Gmbh & Co. Anchor rod, method of setting it in place and method of its manufacture
FR2522062A1 (en) * 1982-02-22 1983-08-26 Titanite Explosifs DEVICE FOR RETAINING A SEALING LOAD IN AN ANCHORING HOLE PRIOR TO THE Sinking of an anchor rod into said hole
US4511289A (en) * 1981-10-19 1985-04-16 Atlas Copco Aktiebolag Method of rock bolting and rock bolt
US4516886A (en) 1984-05-14 1985-05-14 The Eastern Company Combined resin-mechanical mine roof support anchor
US4518290A (en) * 1981-06-19 1985-05-21 Upat Gmbh & Co. Anchoring bolt
US4655645A (en) 1984-12-31 1987-04-07 H&S Machine & Supply Co., Inc. Method and apparatus for anchoring roof bolts
US4664561A (en) 1986-08-12 1987-05-12 The Eastern Co. Combined resin-mechanical mine roof bolt anchor
US4704053A (en) 1986-02-03 1987-11-03 H & S Machine & Supply Co., Inc. Versatile roof bolt assembly
US5042961A (en) 1989-06-15 1991-08-27 H & S Machine & Supply Co., Inc. Roof bolt with helical coil and bail anchor
US5051038A (en) * 1990-04-06 1991-09-24 Ingersoll-Rand Company Barrier plug for dynamic rock stabilizing fixture
US5052861A (en) 1990-04-16 1991-10-01 H&S Machine & Supply Co., Inc. Roof bolt with plastic sleeve and mechanical anchor
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
US5259703A (en) 1992-03-23 1993-11-09 Gillespie Harvey D Mine roof bolt
US5378087A (en) 1991-09-25 1995-01-03 Locotos; Frank M. Mine roof support apparatus and method
US5544980A (en) * 1994-04-11 1996-08-13 Seegmiller; Ben L. Anchor structure

Patent Citations (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1268624A (en) * 1960-06-24 1961-08-04 Forges Et Boulonneries Hermant Advanced anchoring device
DE1876513U (en) * 1963-03-23 1963-08-01 Becorit Grubenausbau Gmbh EASILY DESTROYABLE CONTAINER FOR A KITTY MASS FOR USE DURING ANCHOR REMOVAL.
GB1461967A (en) * 1973-10-03 1977-01-19 Upat Max Langensiepen Kg Securing fixing members
US4194858A (en) 1978-09-25 1980-03-25 The Eastern Company Mine roof bolt anchor installation
US4393638A (en) * 1979-10-16 1983-07-19 Upat Gmbh & Co. Anchor rod, method of setting it in place and method of its manufacture
GB2073283A (en) * 1980-02-12 1981-10-14 Deimold R Rock bolting
FR2500053A1 (en) * 1981-02-13 1982-08-20 Lenoir & Mernier Anchor bolt for mortar - has metal web grips with catalyst in capsule to improve grip on mortar
US4518290A (en) * 1981-06-19 1985-05-21 Upat Gmbh & Co. Anchoring bolt
US4511289A (en) * 1981-10-19 1985-04-16 Atlas Copco Aktiebolag Method of rock bolting and rock bolt
FR2522062A1 (en) * 1982-02-22 1983-08-26 Titanite Explosifs DEVICE FOR RETAINING A SEALING LOAD IN AN ANCHORING HOLE PRIOR TO THE Sinking of an anchor rod into said hole
US4516886A (en) 1984-05-14 1985-05-14 The Eastern Company Combined resin-mechanical mine roof support anchor
US4655645A (en) 1984-12-31 1987-04-07 H&S Machine & Supply Co., Inc. Method and apparatus for anchoring roof bolts
US4704053A (en) 1986-02-03 1987-11-03 H & S Machine & Supply Co., Inc. Versatile roof bolt assembly
US4664561A (en) 1986-08-12 1987-05-12 The Eastern Co. Combined resin-mechanical mine roof bolt anchor
US5042961A (en) 1989-06-15 1991-08-27 H & S Machine & Supply Co., Inc. Roof bolt with helical coil and bail anchor
US5051038A (en) * 1990-04-06 1991-09-24 Ingersoll-Rand Company Barrier plug for dynamic rock stabilizing fixture
US5052861A (en) 1990-04-16 1991-10-01 H&S Machine & Supply Co., Inc. Roof bolt with plastic sleeve and mechanical anchor
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
US5378087A (en) 1991-09-25 1995-01-03 Locotos; Frank M. Mine roof support apparatus and method
US5259703A (en) 1992-03-23 1993-11-09 Gillespie Harvey D Mine roof bolt
US5544980A (en) * 1994-04-11 1996-08-13 Seegmiller; Ben L. Anchor structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102472103A (en) * 2009-08-05 2012-05-23 F.M.洛克托斯公司 Tensionable tubular resin anchored tubular bolt and method

Also Published As

Publication number Publication date
WO2001088339A8 (en) 2002-02-28
ZA200209323B (en) 2004-02-25
EP1283942A1 (en) 2003-02-19
NZ522585A (en) 2004-07-30
CA2409071A1 (en) 2001-11-22
AU2001258562A1 (en) 2001-11-26

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