WO2006133464A2 - Boulon et tige de boulon - Google Patents

Boulon et tige de boulon Download PDF

Info

Publication number
WO2006133464A2
WO2006133464A2 PCT/ZA2006/000075 ZA2006000075W WO2006133464A2 WO 2006133464 A2 WO2006133464 A2 WO 2006133464A2 ZA 2006000075 W ZA2006000075 W ZA 2006000075W WO 2006133464 A2 WO2006133464 A2 WO 2006133464A2
Authority
WO
WIPO (PCT)
Prior art keywords
shank
rock bolt
passage
elongate
hole
Prior art date
Application number
PCT/ZA2006/000075
Other languages
English (en)
Other versions
WO2006133464A3 (fr
Inventor
Steven George Dawe
Harald Helmut Otmar Michael SPÄTH
Neil John Porter
Original Assignee
Grinaker-Lta 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 Grinaker-Lta Limited filed Critical Grinaker-Lta Limited
Publication of WO2006133464A2 publication Critical patent/WO2006133464A2/fr
Publication of WO2006133464A3 publication Critical patent/WO2006133464A3/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/02—Setting anchoring-bolts with provisions for grouting
    • 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
    • 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
    • E21D21/0066—Anchoring-bolts formed by a bundle of radially arranged rigid elements

Definitions

  • This invention relates to a rock bolt of the kind used for example in an underground situation for the reinforcement of a rock face.
  • a rock bolt can be mechanically anchored in position, in a hole in a rock face, to provide immediate support or reinforcement.
  • the mechanical anchor generally results in a "point anchor" system wherein a substantial load is imparted to a surrounding body of rock in a relatively small region.
  • a rock bolt can also be fixed in position using a settable material such as a resin or grout, collectively referred to herein as "grout".
  • a settable material such as a resin or grout, collectively referred to herein as "grout”.
  • grout When grout is employed a shank of a rock bolt can be adhered to a wall of a hole in which the rock bolt is located, over substantially its entire length. This is advantageous.
  • the invention provides, in the first instance, a component for use in a shank of a rock bolt which includes an elongate body, a partial thread formation on a surface of the body and at least one elongate channel which extends longitudinally in the body surface and which is flanked by longitudinally extending sections of the body surface.
  • the body may have a substantially convex portion which carries the partial thread formation and a relatively flat portion in which the at least one elongate channel is formed.
  • the longitudinally extending sections may be substantially flat with a single elongate channel positioned between them, centrally or off-centre.
  • the flat longitudinally extending sections may include grooves or shallow recessed formations which extend to the channel, generally in a transverse direction to the longitudinal direction of the channel.
  • the invention extends, in the second instance, to a rock bolt shank which includes at least two of the aforementioned components positioned side by side and parallel to each other with the respective longitudinally extending sections in contact with one another and with the respective partial thread formations aligned to form a substantially continuous thread with which a nut is threadedly engageable.
  • the nut may be threadedly engaged with a first end of the shank and an expansible anchor of any appropriate kind may be engaged with an opposing second end of the shank.
  • a seal may be provided at the first end and a passage for grout flow may extend past the seal.
  • the passage may be formed by a conduit or pipe which extends through the seal.
  • the invention also extends to a rock bolt which includes a shank which is formed from at least two elongate parallel side by side components which, on an outer side, define a thread formation and which have contacting opposed inner surfaces which define between them at least one longitudinally extending passage and a nut which is engaged with the thread at a first end of the shank.
  • An expansible mechanical anchor may be engaged with the shank at a second end which is remote from the first end.
  • the contacting opposed inner surfaces may inherently form a plurality of air leakage paths between an outer surface of the shank, and the passage.
  • these paths may be provided by forming grooves or recesses in the inner surfaces, between what in use is the outer surface of the shank, and the passage.
  • a rock bolt which includes an elongate threaded shank with at least one passage which extends longitudinally through the shank, a plurality of air leakage paths which extend between an outer surface of the shank and the passage, and an expansible mechanical anchor which is engaged with one end of the shank.
  • the invention also provides a method of making a rock bolt which includes the steps of forming an elongate section with a substantially convex surface portion which carries a partial thread formation and a relatively flat portion in which is located at least one longitudinally extending channel, parting the section into at least a first component and a second component, positioning the components side by side and parallel to each other with the respective flat portions opposing and contacting each other so that a substantially continuous thread is formed by the respective thread formations, and engaging a nut with the thread at first ends of the components.
  • An expansible mechanical anchor may be engaged with the components at second ends which are remote from the first ends.
  • Figure 1 is an exploded view in perspective of part of a rock bolt according to the invention
  • Figure 2 shows two components of the rock bolt, in perspective and displaced from each other;
  • Figure 3 is a side view of a shank of the rock bolt;
  • Figure 4 is a view in cross section of the shank in Figure 3 on a slightly enlarged scale
  • Figure 5 is a perspective view of the rock bolt, fully assembled, placed in a hole in a body of rock;
  • Figure 6 is a side view, in section, showing the rock bolt in the process of being installed;
  • FIGs 7 and 8 are views which correspond respectively to Figures 3 and 4 and which illustrate variations of the invention.
  • FIG. 1 of the accompanying drawings illustrates in perspective and in exploded form part of a rock bolt 10 according to the invention.
  • the rock bolt includes a shank 12, a mechanical anchor 14 and a nut 16.
  • the shank 12 is formed from two components designed 18 and 20.
  • Figure 2 shows the components 18 and 20 in perspective and slightly displaced from each other
  • Figure 3 shows the shank from one side
  • Figure 4 is a cross sectional view of the shank on a slightly enlarged scale.
  • the components are identical and are cut, to an appropriate length, according to requirement from an elongate section formed by an appropriate cold rolling process.
  • the section In the cold rolling process the section is formed with a partial thread formation 22 over an outer curved or convex surface 24, see Figure 4.
  • the thread formation extends over the full length of the section. This however is not essential for the thread can be formed only over these portions of the section which are ultimately to be engaged with a nut or nuts.
  • An opposing surface 26, which nominally is flat, has a centrally positioned channel 30 which extends longitudinally and which is flanked by two relatively flat substantially identical sections 32 and 34 respectively.
  • the components 18 and 20 are positioned side by side and parallel to each other with the flat sections 32 and 34 of the respective components in contact with each other. In this way a substantially continuous thread formation 36 is formed on an outer surface of the shank and a central longitudinal extending passage 38, defined by the opposed and mating channels 30 in the two components, is formed in the centre of the shank.
  • the thread 36 is interrupted by two relatively smooth surfaces 40 and 42 respectively formed over and adjacent junctions 44 and 46 of the respective mating flat sections 32 and 34. Nonetheless the arrangement is such that the nut 16 of appropriate dimensions, can be threadedly engaged with the thread formation 36 at a first end 48 of the shank. When this occurs the components 18 and 20 are kept together and relative movement of the components is for all practical purposes eliminated while the nut 16 can be threadedly moved along the shank, as required, in either direction.
  • the mechanical anchor 14 can be of any appropriate construction.
  • the anchor includes three substantially identical shells 50 which are attached to a bail 52.
  • a threaded conical member 54 is positioned inside the bail amongst tapered ends of the shells.
  • the thread 36 at a second end 56 of the shank which is inserted into a passage 58 formed by the shells is engageable with the member 54.
  • This aspect is substantially conventional.
  • Figure 5 illustrates in perspective an assembled rock bolt placed in a hole 60 which is formed from a rock face 62 into a body of rock 64, in an underground situation.
  • the rock bolt is assembled in the manner which has been described but, prior to engagement of the nut with the shank, a load distributing washer 66 is passed onto the shank from its first end 48.
  • a flexible seal 68 is also passed onto the shank and rests on an inner side 70 of the washer 66.
  • a flexible filler pipe 72 passes through a passage in the seal and through a hole 74 in the washer.
  • Figure 6 illustrates the rock bolt 10 during a process of installation.
  • the conical member 54 is drawn into the passage 58 and the shells are forced radially apart.
  • the mechanical anchor is thereby expanded into frictional contact with a wall 80 of the hole and the rock bolt is firmly mechanically anchored in position providing immediate support for the rock face.
  • Grout 82 from a suitable source 84 is then pumped via the pipe 72 into an annular space 86 formed between opposing surfaces of the wall 80 and the shank
  • the annular space is filled in a particular manner e.g. from one end towards the other, at a central region or the like.
  • the air in the annular space it is necessary for the air in the annular space to be able to escape to atmosphere, As the grout pressurises the annular space air is expelled through small gaps which exist, inherently, at the junctions 44 and 46 i.e. at the interfaces between the components 18 and 20. On the other hand these gaps are sufficiently small to prevent any meaningful escape of grout from the hole. Air flows into the central passage 38 and, as is indicated by an arrow 88 in Figure 6, can escape from the mouth of the channel at the first end 48 of the shank.
  • the seal 68 fits neatly into the hole 60 and seals the interface between the shank and the surrounding wall 80 at the mouth of the hole. This means that the grout can more readily fill the annular space and consequently the effectiveness of the bond between the shank and the body of rock is enhanced.
  • the air can enter the passage 38 anywhere along its length. Air pockets or bubbles which could become trapped in the grout this have the capability to escape to atmosphere anywhere along the length of the rock bolt. This benefit is not possible, for example, if reliance is placed only on air being able to escape from the hole through the mouth of the passage 38 at the second end 56 of the shank.
  • Figures 7 and 8 are views which correspond substantially to Figures 3 and 4 respectively and illustrate modifications which can be made to the rock bolt.
  • Figure 7 shows a modified shank 12A formed from two sections 18A and 2OA respectively which generally are similar to the components 18 and 20. However the surfaces of the sections 32 and 34 which, otherwise are flat, are formed during the cold rolling process with small transversely extending grooves or depressions 90. Once the components are assembled to form the shank these formations provide a plurality of definite air flow paths to the central passage. The cross sectional dimensions of these flow paths should however not be so large that they allow for the escape of any meaningful quantity of grout from the hole 60 into the passage.
  • Figure 8 illustrates a construction wherein the channel 30 is not centrally positioned, as is shown in Figure 4 but instead, the channel, designed 3OA, is offset.
  • the resulting components 18B and 2OB are, as before, identical but when they are engaged with each other from two relatively small passages 38A and 38B as opposed to the single passage 38 shown in Figure 4.

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)
  • Piles And Underground Anchors (AREA)

Abstract

L'invention concerne un boulon comprenant une tige filetée allongée pourvue d'au moins un passage qui s'étend longitudinalement à travers la tige, une pluralité de voies de fuite d'air s'étendant entre une surface externe de la tige et le passage, et un ancrage mécanique expansible rentrant en contact avec une extrémité de la tige.
PCT/ZA2006/000075 2005-06-09 2006-06-09 Boulon et tige de boulon WO2006133464A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ZA200504781 2005-06-09
ZA2005/04781 2005-06-09

Publications (2)

Publication Number Publication Date
WO2006133464A2 true WO2006133464A2 (fr) 2006-12-14
WO2006133464A3 WO2006133464A3 (fr) 2007-06-21

Family

ID=37027887

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ZA2006/000075 WO2006133464A2 (fr) 2005-06-09 2006-06-09 Boulon et tige de boulon

Country Status (1)

Country Link
WO (1) WO2006133464A2 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103321663A (zh) * 2013-02-28 2013-09-25 新汶矿业集团有限责任公司 巷道底板下锚上注式预应力锚索加固装置和施工方法
WO2020078990A3 (fr) * 2018-10-17 2020-07-23 Geobrugg Ag Dispositif de fixation et/ou de liaison

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2460744A1 (de) * 1974-12-21 1976-07-01 Joseph Panzer Befestigungsvorrichtung fuer zuganker
US4092814A (en) * 1974-03-15 1978-06-06 Dyckerhoff & Widmann Aktiengesellschaft Reinforcing rod
GB2070101A (en) * 1980-02-21 1981-09-03 Perks J A Bar
US4504175A (en) * 1981-08-05 1985-03-12 Owens-Corning Fiberglas Corporation Hollow rod and method of making and using
CH674321A5 (en) * 1987-10-12 1990-05-31 Moos Stahl Ag Method to produce split anchor bolts - makes anchor in two halves by rolling with grooves for bonding agent and rolled-on oblique ribs forming thread when halves put together
US5803671A (en) * 1992-09-25 1998-09-08 Gray; Peter Andrew Hollow bars and method of manufacture
WO2001012953A1 (fr) * 1999-08-10 2001-02-22 Wago Co., Ltd. Boulon d'ancrage et son procede de fabrication

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4092814A (en) * 1974-03-15 1978-06-06 Dyckerhoff & Widmann Aktiengesellschaft Reinforcing rod
DE2460744A1 (de) * 1974-12-21 1976-07-01 Joseph Panzer Befestigungsvorrichtung fuer zuganker
GB2070101A (en) * 1980-02-21 1981-09-03 Perks J A Bar
US4504175A (en) * 1981-08-05 1985-03-12 Owens-Corning Fiberglas Corporation Hollow rod and method of making and using
CH674321A5 (en) * 1987-10-12 1990-05-31 Moos Stahl Ag Method to produce split anchor bolts - makes anchor in two halves by rolling with grooves for bonding agent and rolled-on oblique ribs forming thread when halves put together
US5803671A (en) * 1992-09-25 1998-09-08 Gray; Peter Andrew Hollow bars and method of manufacture
WO2001012953A1 (fr) * 1999-08-10 2001-02-22 Wago Co., Ltd. Boulon d'ancrage et son procede de fabrication

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103321663A (zh) * 2013-02-28 2013-09-25 新汶矿业集团有限责任公司 巷道底板下锚上注式预应力锚索加固装置和施工方法
WO2020078990A3 (fr) * 2018-10-17 2020-07-23 Geobrugg Ag Dispositif de fixation et/ou de liaison

Also Published As

Publication number Publication date
WO2006133464A3 (fr) 2007-06-21

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