WO2018232426A1 - A method of adapting a rock bolt for improved resin anchoring - Google Patents

A method of adapting a rock bolt for improved resin anchoring Download PDF

Info

Publication number
WO2018232426A1
WO2018232426A1 PCT/ZA2018/050035 ZA2018050035W WO2018232426A1 WO 2018232426 A1 WO2018232426 A1 WO 2018232426A1 ZA 2018050035 W ZA2018050035 W ZA 2018050035W WO 2018232426 A1 WO2018232426 A1 WO 2018232426A1
Authority
WO
WIPO (PCT)
Prior art keywords
pair
leading end
bolt
sections
resin
Prior art date
Application number
PCT/ZA2018/050035
Other languages
French (fr)
Inventor
Brendan Robert Crompton
James William Sheppard
Original Assignee
Ncm Innovations (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
Application filed by Ncm Innovations (Pty) Ltd filed Critical Ncm Innovations (Pty) Ltd
Publication of WO2018232426A1 publication Critical patent/WO2018232426A1/en

Links

Classifications

    • 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
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • 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
    • E21D21/008Anchoring or tensioning means

Definitions

  • This invention relates to a method of adapting a rock bolt for improved a resin anchoring.
  • the rock bolt has to be adapted to puncture the capsule to release the contents.
  • the contents have to be thoroughly mixed to achieve optimal setting.
  • the resin is not an adhesive as it does not adhere the rock bolt to the rock hole.
  • the resin mechanically locks the rock bolt in the rock hole.
  • the irregularities on the surface of the rock bolt are provided by a profiled surface.
  • Another factor influencing optimal mechanical lock is how efficient the rock bolt is at mixing the two parts of the resin.
  • mixing efficiency decreases in a radial direction from the surface of the rock bolt to the rock hole wall. This means that the larger the ratio between the diameter of rock hole and the rock bolt, i.e. the larger the annular space between the rock bolt and the rock hole wall, the greater the mixing inefficiency towards an outer circumference of the annular space. Potentially, this reduces the load bearing capacity of the rock bolt.
  • a resin rock bolt therefore must have features which are a compromise between a mixing and an anchoring function.
  • the functions are not complementary.
  • Optimising the mixing features tends to decrease the anchoring abilities of the bolt.
  • a typical rock grouted resin anchored rock bolt is profiled with a series of ridges angled at 45 Q . These ridges provide a compromise between anchoring and mixing functionality.
  • the invention aims, at least partly, to address the aforementioned problems.
  • the invention provides a method of adapting a rock bolt, which has an elongate metal body which extends between a leading end and a trailing end, to provide the bolt with a positioning and a puncturing formation, the method including the steps of: a) cutting a pair of slits longitudinally into the leading end of the body, where each slit is cut transverse to the other slit, to provide the leading end with four pie shaped sections; and b) peeling each of a first pair of opposed sections away from the leading end towards the trailing end to provide a pair of bowed positioning formations.
  • the method may include the additional step of sharpening a second pair of opposed sections into a penetrating formation.
  • the second pair of opposed sections may be sharpened by bevelling or chamfering each section at an outer leading end edge.
  • the method may include the steps of removing material between the sections of the second pair to provide a gap and pushing each of the second pair sections inwardly into the gap.
  • the invention provides a method of adapting an end of a resin anchored rock bolt to provide for puncturing and positioning functionality which includes the steps of: (a) providing a resin anchored rock bolt which has an elongate steel body which extends between a leading end and a trailing end;
  • the rock bolt has to be adapted to puncture the capsule to release the contents.
  • the contents have to be thoroughly mixed to achieve optimal setting.
  • the second pair of opposed sections may be sharpened by bevelling or chamfering each section at an outer leading end edge.
  • the method may include the steps of removing material between the sections of the second pair to provide a gap and pushing each of the second pair sections inwardly into the gap.
  • a resin bolt is also provided which includes an elongate body which extends between a trailing end and a leading end, which is adapted to a point or a blade, and which has a pair of positioning elements integral with the body at or towards the leading end, each extending laterally from the body in diametrically opposed directions.
  • Each positioning element may have even lateral reach.
  • Each positioning element maybe a finger-like projection which is bowed, with a free end pointing towards the trailing end.
  • Figures 1 A - 1 F are a sequential series of diagrammatic illustrations of the steps of the method of the invention.
  • Figure 2 is an isometric view of a penetrating end of a resin bolt made in accordance with the method of the invention ;
  • Figure 3 is a side on view of the penetrating end of the resin bolt.
  • FIGS 2 and 3 illustrate a resin anchored rock bolt 10 which has an elongate solid steel rod 12 which extends between a leading end 14 and a trailing end (not shown).
  • a leading end section 16 of the rod is adapted, for a puncturing and a positioning function, in accordance with a method of the invention which is described below.
  • the leading end section is formed with a puncturing formation 18 and a pair of diametrically opposed and laterally extending positioning formations, respectively designated 20A and 20B.
  • the rod of the resin rock bolt 10 in this example, is of typical manufacture with a series of profile ridges 22 formed in an outer surface of the shaft.
  • the resin bolt has at least one paddle formation 24 which is integrally formed on the body. The paddle formation not only increases the diametric reach of the rock bolt in mixing the resin content of pre-installed resin capsules (not shown) but also increases the anchoring of the bolt within the rock hole.
  • the invention is directed to a method of adapting the leading end section 16 to provide the penetrating formation 18 and the positioning formations 20. The steps of the method are illustrated with reference to Figures 1 A - 1 F.
  • a pair of slits are cut in the longitudinal direction to a predetermined depth.
  • Each slit is transverse to the other.
  • the slits are orthogonally orientated relatively to one another with a point of intersection being at the centre of the end 14.
  • the slits define a first pair of pie shaped sections, respectively designated 28A and 28C, and a second pair of opposed pie shaped sections, respectively designated 28B and 28D.
  • each locating formation 20 is chamfered to provide a respective abutment surface 32 ( Figure 3). In use, these surfaces will contact walls of a rock hole, into which the rock bolt is located, in a less resistive manner.
  • a rectangular or wedge shaped chunk of material is cut away between the sections 28B and 28D of the second pair. Cutting away this material provides a gap 34 between sections of this pair into which the sections are pushed inwardly, as illustrated with directional arrows in Figure 1 D. Contacting one another, as illustrated in Figure 1 E, these sections provide a formation 36.
  • an outer leading edge 38 and surface 40 of the sections of the second pair may be bevelled or chamfered to sharpen the projecting formation into the sharpened puncturing formation 18.
  • the rock bolt 10 is inserted into a rock hole (not shown) with the sharpened puncturing formation 18 leading.
  • a tip or bladed edge 42 being the original leading end 14 of the rock bolt body 12, sharpened or pointed, will puncture the frangible walls of the resin capsules, which have been pre-installed into the rock hole, as the bolt advances.
  • the locating formations (28A, 28D) contact and abut the walls of the rock hole, ensuring that the rock bolt, at least along a leading end portion, is centralized. Positioned relatively concentrically within the hole provides the concomitant benefits of providing a regular annular resin interlock and barrier.

Abstract

The invention provides a method of adapting a rock bolt, which has an elongate metal body which extends between a leading end and a trailing end, to provide the bolt with a positioning and a puncturing formation, the method including the steps of: cutting a pair of slits longitudinally into the leading end of the body, where each slit is cut transverse to the other slit, to provide the leading end with four pie shaped sections and peeling each of a first pair of opposed sections away from the leading end towards the trailing end to provide a pair of bowed positioning formations.

Description

A METHOD OF ADAPTING A ROCK BOLT FOR IMPROVED RESIN ANCHORING
BACKGROUND OF THE INVENTION
[0001] This invention relates to a method of adapting a rock bolt for improved a resin anchoring.
[0002] It is well known in the art to anchor a rock bolt into a rock hole with a grout or a two-part resin. The grout or resin is introduced into the rock hole, ahead of the bolt, by means of grout or resin capsules.
[0003] The rock bolt has to be adapted to puncture the capsule to release the contents. With the two-part resin, the contents have to be thoroughly mixed to achieve optimal setting.
[0004] Strictly, the resin is not an adhesive as it does not adhere the rock bolt to the rock hole. The resin mechanically locks the rock bolt in the rock hole. Thus, there is a reliance upon mechanical interlock with irregularities in the surface of the rock bolt and the rock hole walls to prevent the rock bolt from being pulled from the rock hole. The irregularities on the surface of the rock bolt are provided by a profiled surface.
[0005] Another factor influencing optimal mechanical lock is how efficient the rock bolt is at mixing the two parts of the resin. Typically mixing efficiency decreases in a radial direction from the surface of the rock bolt to the rock hole wall. This means that the larger the ratio between the diameter of rock hole and the rock bolt, i.e. the larger the annular space between the rock bolt and the rock hole wall, the greater the mixing inefficiency towards an outer circumference of the annular space. Potentially, this reduces the load bearing capacity of the rock bolt.
[0006] This factor places a limit on the diametric size of the rock bolt that can be used for a particular hole size. There is economic motive to using as small a rock bolt as possible.
[0007] A resin rock bolt therefore must have features which are a compromise between a mixing and an anchoring function. Unfortunately, the functions are not complementary. Optimising the mixing features tends to decrease the anchoring abilities of the bolt. A typical rock grouted resin anchored rock bolt is profiled with a series of ridges angled at 45Q. These ridges provide a compromise between anchoring and mixing functionality.
[0008] Another issue in resin bolting is that the rock bolt is very rarely inserted in complete co-axial alignment with the rock hole causing eccentricity of the bolt to the rock hole, about the distal end of the bolt. At the distal end, the annular space is irregular, with a thin and a thick annular arc. In the thin annular arc there is insufficient resin to provide optimal mechanical interlock. Whilst in the thick annular arc, the resin is insufficiently mixed. And with insufficient resin in the small annular arc, the protective barrier provided by the resin is thinned, increasing the chance of acid mine water penetrating to the rock bolt.
[0009] The invention aims, at least partly, to address the aforementioned problems. SUMMARY OF THE INVENTION
[0010] The invention provides a method of adapting a rock bolt, which has an elongate metal body which extends between a leading end and a trailing end, to provide the bolt with a positioning and a puncturing formation, the method including the steps of: a) cutting a pair of slits longitudinally into the leading end of the body, where each slit is cut transverse to the other slit, to provide the leading end with four pie shaped sections; and b) peeling each of a first pair of opposed sections away from the leading end towards the trailing end to provide a pair of bowed positioning formations.
[0011] The method may include the additional step of sharpening a second pair of opposed sections into a penetrating formation.
[0012] The second pair of opposed sections may be sharpened by bevelling or chamfering each section at an outer leading end edge.
[0013] Prior to this step, the method may include the steps of removing material between the sections of the second pair to provide a gap and pushing each of the second pair sections inwardly into the gap.
[0014] From another prespective, the invention provides a method of adapting an end of a resin anchored rock bolt to provide for puncturing and positioning functionality which includes the steps of: (a) providing a resin anchored rock bolt which has an elongate steel body which extends between a leading end and a trailing end;
(b) cutting a pair of longitudinal slits into the leading end of the body, where each slit is cut transverse to the other slit, to provide the leading end with four pie shaped sections;
(c) peeling a first pair of opposed sections towards the trailing end to provide a pair of bowed locating formations; and
(d) forming a second pair of opposed sections into a sharpened penetrating formation.
[0015] It is well known in the art to anchor a rock bolt into a rock hole with a grout or a two-part resin. The grout or resin is introduced into the rock hole, ahead of the bolt, by means of grout or resin capsules.
[0016] The rock bolt has to be adapted to puncture the capsule to release the contents. With the two-part resin, the contents have to be thoroughly mixed to achieve optimal setting.
[0017] The second pair of opposed sections may be sharpened by bevelling or chamfering each section at an outer leading end edge.
[0018] Prior to this step, the method may include the steps of removing material between the sections of the second pair to provide a gap and pushing each of the second pair sections inwardly into the gap.
[0019] A resin bolt is also provided which includes an elongate body which extends between a trailing end and a leading end, which is adapted to a point or a blade, and which has a pair of positioning elements integral with the body at or towards the leading end, each extending laterally from the body in diametrically opposed directions.
[0020] Each positioning element may have even lateral reach.
[0021] Each positioning element maybe a finger-like projection which is bowed, with a free end pointing towards the trailing end.
BRIEF DESCRIPTION OF THE DRAWINGS
[0022] The invention is further described by way of example with reference to the accompanying drawings in which:
Figures 1 A - 1 F are a sequential series of diagrammatic illustrations of the steps of the method of the invention;
Figure 2 is an isometric view of a penetrating end of a resin bolt made in accordance with the method of the invention ;
Figure 3 is a side on view of the penetrating end of the resin bolt.
DESCRIPTION OF THE PREFERRED EMBODIMENT
[0023] Figures 2 and 3 illustrate a resin anchored rock bolt 10 which has an elongate solid steel rod 12 which extends between a leading end 14 and a trailing end (not shown). A leading end section 16 of the rod is adapted, for a puncturing and a positioning function, in accordance with a method of the invention which is described below. The leading end section is formed with a puncturing formation 18 and a pair of diametrically opposed and laterally extending positioning formations, respectively designated 20A and 20B. [0024] The rod of the resin rock bolt 10, in this example, is of typical manufacture with a series of profile ridges 22 formed in an outer surface of the shaft. And, in this particular embodiment, the resin bolt has at least one paddle formation 24 which is integrally formed on the body. The paddle formation not only increases the diametric reach of the rock bolt in mixing the resin content of pre-installed resin capsules (not shown) but also increases the anchoring of the bolt within the rock hole.
[0025] The invention is directed to a method of adapting the leading end section 16 to provide the penetrating formation 18 and the positioning formations 20. The steps of the method are illustrated with reference to Figures 1 A - 1 F.
[0026] To the leading end 14 of the rock bolt body 12, a pair of slits, respectively designated 22A and 22B, are cut in the longitudinal direction to a predetermined depth. Each slit is transverse to the other. In this example, the slits are orthogonally orientated relatively to one another with a point of intersection being at the centre of the end 14. The slits define a first pair of pie shaped sections, respectively designated 28A and 28C, and a second pair of opposed pie shaped sections, respectively designated 28B and 28D.
[0027] In a subsequent step, illustrated in Figure 1 C, the longitudinal sections (28A, 28C) of the first pair are peeled away from the sections of the second pair in a direction towards the trailing end. The sections are bowed outwardly and downwardly to provide the pair of locating formations (20A, 28D). This action is illustrated with directional arrows in Figure 1 C. [0028] An outer facing side of each locating formation 20 is chamfered to provide a respective abutment surface 32 (Figure 3). In use, these surfaces will contact walls of a rock hole, into which the rock bolt is located, in a less resistive manner. [0029] In the next step, illustrated in Figure 1 D, a rectangular or wedge shaped chunk of material is cut away between the sections 28B and 28D of the second pair. Cutting away this material provides a gap 34 between sections of this pair into which the sections are pushed inwardly, as illustrated with directional arrows in Figure 1 D. Contacting one another, as illustrated in Figure 1 E, these sections provide a formation 36.
[0030] Finally, as illustrated in Figure 1 F, an outer leading edge 38 and surface 40 of the sections of the second pair (28B, 28D) may be bevelled or chamfered to sharpen the projecting formation into the sharpened puncturing formation 18. [0031] In use, the rock bolt 10 is inserted into a rock hole (not shown) with the sharpened puncturing formation 18 leading. A tip or bladed edge 42, being the original leading end 14 of the rock bolt body 12, sharpened or pointed, will puncture the frangible walls of the resin capsules, which have been pre-installed into the rock hole, as the bolt advances. [0032] As the bolt advances into the hole, the locating formations (28A, 28D) contact and abut the walls of the rock hole, ensuring that the rock bolt, at least along a leading end portion, is centralized. Positioned relatively concentrically within the hole provides the concomitant benefits of providing a regular annular resin interlock and barrier.

Claims

1 . A method of adapting a rock bolt which has an elongate metal body which extends between a leading end and a trailing end, to provide a bolt with a positioning formation, which methof includes the steps of cutting a pair of slits longitudinally into the leading end of the body, where each slit is cut transverse to the other slit, to provide the leading end with four pie shaped sections; and peeling each of a first pair of opposed sections away from the leading end towards the trailing end to provide a pair of bowed positioning formations.
2. A method according to claim 1 which includes the step of sharpening a second pair of opposed sections to provide a puncturing formation.
3. A method according to claim 2 wherein the second pair is sharpened by bevelling or chamfering each section at an outer leading edge.
4. A method according to any one of claims 1 to 3 which method includes the step of removing material between the sections of the second pair to provide a gap and pushing each of the sections inwardly into the gap.
5. A resin bolt which includes an elongate body which extends between a trailing end and a leading end, which is adapted to a point or a blade, and which has a pair of positioning elements integral with the body at or towards the leading end, each extending laterally from the body in diametrically opposed directions.
6. A resin bolt according to claim 5 wherein each positioning element has even lateral reach.
7. A resin bolt according to claim 5 or 6 wherein each positioning element is a finger-like projection which is bowed, with a free end pointing towards the trailing end.
PCT/ZA2018/050035 2017-06-12 2018-06-12 A method of adapting a rock bolt for improved resin anchoring WO2018232426A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ZA2017/03995 2017-06-12
ZA201703995 2017-06-12

Publications (1)

Publication Number Publication Date
WO2018232426A1 true WO2018232426A1 (en) 2018-12-20

Family

ID=63405503

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ZA2018/050035 WO2018232426A1 (en) 2017-06-12 2018-06-12 A method of adapting a rock bolt for improved resin anchoring

Country Status (2)

Country Link
WO (1) WO2018232426A1 (en)
ZA (1) ZA201803893B (en)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1104471B (en) * 1956-11-05 1961-04-13 Dipl Berging Oskar Eckert Rope anchor
FR2337812A1 (en) * 1976-01-08 1977-08-05 Celtite Sa Mine support anchor bolt - has glass fibre reinforced rod and split collar expanded by wedge against bottom of hole (SW 1.8.77)
US4147458A (en) * 1977-06-20 1979-04-03 Elders G W Roof pin
DE3139174A1 (en) * 1981-10-02 1983-04-21 Upat Gmbh & Co, 7830 Emmendingen Anchor bolt
EP0223542A1 (en) * 1985-11-14 1987-05-27 Ben L Seegmiller Rock bolt construction and installation
DE29622395U1 (en) * 1996-12-24 1997-02-27 Ortwin M Zeisig Gmbh & Co Kg Pipe anchor made of plastic
WO1998011324A1 (en) * 1996-09-09 1998-03-19 Quantax Pty. Ltd. A cable bolt
US20070243026A1 (en) * 2006-04-18 2007-10-18 Mansour Mining Inc. Detachable anchor bolt mixing head for use in mine roof support systems and method of using same
AU2010235895A1 (en) * 2003-07-22 2010-11-11 Dywidag Systems International Pty Limited Adhesively Fastening Rock Bolts
WO2013152393A1 (en) * 2012-04-10 2013-10-17 Wmc Nominees Pty Limited Rock bolt resin mixer

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1104471B (en) * 1956-11-05 1961-04-13 Dipl Berging Oskar Eckert Rope anchor
FR2337812A1 (en) * 1976-01-08 1977-08-05 Celtite Sa Mine support anchor bolt - has glass fibre reinforced rod and split collar expanded by wedge against bottom of hole (SW 1.8.77)
US4147458A (en) * 1977-06-20 1979-04-03 Elders G W Roof pin
DE3139174A1 (en) * 1981-10-02 1983-04-21 Upat Gmbh & Co, 7830 Emmendingen Anchor bolt
EP0223542A1 (en) * 1985-11-14 1987-05-27 Ben L Seegmiller Rock bolt construction and installation
WO1998011324A1 (en) * 1996-09-09 1998-03-19 Quantax Pty. Ltd. A cable bolt
DE29622395U1 (en) * 1996-12-24 1997-02-27 Ortwin M Zeisig Gmbh & Co Kg Pipe anchor made of plastic
AU2010235895A1 (en) * 2003-07-22 2010-11-11 Dywidag Systems International Pty Limited Adhesively Fastening Rock Bolts
US20070243026A1 (en) * 2006-04-18 2007-10-18 Mansour Mining Inc. Detachable anchor bolt mixing head for use in mine roof support systems and method of using same
WO2013152393A1 (en) * 2012-04-10 2013-10-17 Wmc Nominees Pty Limited Rock bolt resin mixer

Also Published As

Publication number Publication date
ZA201803893B (en) 2019-03-27

Similar Documents

Publication Publication Date Title
US9057169B1 (en) Sacrificial tip and method of installing a friction pile
US10458090B2 (en) Soil displacement piles
US5408788A (en) Hollow hub helical earth anchor with improved earth penetrating spade/pilot point
US8839571B1 (en) Break-away screw ground anchor
US9133595B2 (en) Bent blade screw ground anchor
WO2018232426A1 (en) A method of adapting a rock bolt for improved resin anchoring
US8721226B2 (en) Helical rock tip
WO2016116848A1 (en) Point anchored friction bolt
AU2018280066B2 (en) A resin anchored rock bolt with a piercing end
WO2011092598A2 (en) Helical anchor with lead
CN210396774U (en) Radial spacing and garrulous bagging apparatus of stock
JPS63254211A (en) Anchor stop member
JP2000170159A (en) Vaned screwing pile
US20200088032A1 (en) A resin anchored rock bolt with a locating formation at a leading end
US9328475B2 (en) Steel pipe pile and steel pipe pile implementation method
AU2016101884A4 (en) Improvements in screw piles
AU2019101267A4 (en) Tubular Nut for a Rock Bolt
JP3785147B2 (en) Tip blade for rotary press-fit pile and rotary press-fit pile with the tip blade
JPH11140870A (en) Winged screwed steel pipe pile
EP2813623A1 (en) Anchor device and drilling assembly incorporating such anchor member
KR20070101014A (en) Anchor for soil-nail structure
EP2944726A1 (en) Improvements in or relating to methods and apparatus for use in forming piles
TW201229379A (en) Anchoring device (1)
AU2007201848B2 (en) A nut and rock bolt assembly
KR200421344Y1 (en) Anchor for Soil-nail Structure

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18760242

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18760242

Country of ref document: EP

Kind code of ref document: A1