Sélection de la langue

Search

Sommaire du brevet 2244617 

Énoncé de désistement de responsabilité concernant l'information provenant de tiers

Une partie des informations de ce site Web a été fournie par des sources externes. Le gouvernement du Canada n'assume aucune responsabilité concernant la précision, l'actualité ou la fiabilité des informations fournies par les sources externes. Les utilisateurs qui désirent employer cette information devraient consulter directement la source des informations. Le contenu fourni par les sources externes n'est pas assujetti aux exigences sur les langues officielles, la protection des renseignements personnels et l'accessibilité.

Disponibilité de l'Abrégé et des Revendications

L'apparition de différences dans le texte et l'image des Revendications et de l'Abrégé dépend du moment auquel le document est publié. Les textes des Revendications et de l'Abrégé sont affichés :

  • lorsque la demande peut être examinée par le public;
  • lorsque le brevet est émis (délivrance).
(12) Demande de brevet: (11) CA 2244617
(54) Titre français: ENSEMBLE DE BOULON D'ANCRAGE
(54) Titre anglais: A ROCK BOLT ASSEMBLY
Statut: Réputée abandonnée et au-delà du délai pour le rétablissement - en attente de la réponse à l’avis de communication rejetée
Données bibliographiques
(51) Classification internationale des brevets (CIB):
  • E21D 20/02 (2006.01)
  • E02D 05/74 (2006.01)
(72) Inventeurs :
  • GRAY, PETER ANDREW (Australie)
(73) Titulaires :
  • THE BROKEN HILL PROPRIETARY COMPANY LIMITED
(71) Demandeurs :
  • THE BROKEN HILL PROPRIETARY COMPANY LIMITED (Australie)
(74) Agent: NORTON ROSE FULBRIGHT CANADA LLP/S.E.N.C.R.L., S.R.L.
(74) Co-agent:
(45) Délivré:
(22) Date de dépôt: 1998-08-10
(41) Mise à la disponibilité du public: 1999-02-08
Licence disponible: S.O.
Cédé au domaine public: S.O.
(25) Langue des documents déposés: Anglais

Traité de coopération en matière de brevets (PCT): Non

(30) Données de priorité de la demande:
Numéro de la demande Pays / territoire Date
PO8456 (Australie) 1997-08-08

Abrégés

Abrégé français

Ensemble de boulon d'ancrage et méthode pour stabiliser une masse rocheuse au moyen d'un ensemble de boulon d'ancrage. L'ensemble de boulon d'ancrage comprend un boulon d'ancrage (3), un écrou (5) sur une partie filetée (9) du boulon d'ancrage, et une barrière (41), telle une rondelle, qui empêche l'enlèvement de l'écrou. La méthode comprend les étapes suivantes: (i) faire tourner l'écrou (5) dans un premier sens contre la barrière et ensuite faire tourner l'écrou et le boulon d'ancrage (3) et mélanger la résine dans un trou foré (11)dans la masse rocheuse; et (ii) une fois que la résine a durci, faire tourner l'écrou (5) dans le sens opposé (en s'éloignant de la barrière) contre la masse rocheuse, ce qui met le boulon d'ancrage (3) en tension.


Abrégé anglais


A rock bolt assembly and a method of stabilising
a rock mass by means of the rock bolt assembly is
disclosed. The rock bolt assembly comprises a rock bolt
(3), a nut (5) on a threaded section (9) of the rock bolt,
and a barrier (41), such as a washer, which prevents
removal of the nut. The method includes the steps of:
(i) rotating the nut (5) in a first direction
against the barrier and thereafter rotating
the nut and the rock bolt (3) and mixing
resin in a drilled hole (11) in the rock
mass; and
(ii) after the resin has set, rotating the nut
(5) in the opposite direction (away from the
barrier) against the rock mass and thereby
tensioning the rock bolt (3).

Revendications

Note : Les revendications sont présentées dans la langue officielle dans laquelle elles ont été soumises.


-11-
CLAIMS:
1. A method of stabilising a rock mass by means of a
rock bolt assembly located in a drilled hole in the rock
mass and retained in the hole by resin, the rock bolt
assembly comprising a rock bolt having a threaded section,
a tensioning nut on the threaded section, and a barrier for
preventing removal of the nut from a rearward end of the
rock bolt, the method being characterised by:
(i) locating the rock bolt of the rock bolt assembly
and a cartridge of resin in the hole;
(ii) rotating the nut of the rock bolt assembly in a
first direction against the barrier and thereby
causing rotation of the rock bolt with the nut
and thereby mixing the resin in the hole; and
(iii) after the resin has set, rotating the nut in the
opposite direction to tighten the nut directly or
indirectly against the rock mass and thereby
tensioning the rock bolt.
2. A rock bolt assembly for stabilising a rock mass,
which rock bolt assembly comprises:
(i) a rock bolt having a forward end, a rearward end,
and a threaded section;
(ii) a nut on the threaded section; and
(iii) a barrier which prevents removal of the nut from
the rearward end of the rock bolt.
3. The rock bolt assembly defined in claim 2 wherein
the barrier is a deformation of the rearward end of the
rock bolt which disrupts the thread or alters the

-12-
cross-section of the end.
4. The rock bolt assembly defined in claim 2 wherein
the barrier is a stop device welded or forged or glued onto
the rearward end of the rock bolt.
5. The rock bolt assembly defined in claim 4 wherein
the barrier is a washer welded to the rock bolt.
6. The rock bolt assembly defined in any one of
claims 2 to 5 wherein the maximum width dimension of the
barrier is less that that of the nut to that the barrier
does not present altogether or restrict a drive socket of a
drill means engaging the nut.
7. A method of stabilising a rock mass substantially
as hereinbefore described with reference to the
accompanying drawing.
8. A rock bolt assembly substantially as
hereinbefore described with reference to the accompanying
drawing.

Description

Note : Les descriptions sont présentées dans la langue officielle dans laquelle elles ont été soumises.


CA 02244617 1998-11-06
A ROCR BOLT ASSEMBLY
The ~reaent invention relates to an assembly of a rock
bolt and a nut.
The ~resent invention relates particularly, although
by no mean~ exclu~ively, to an assembly of a rock bolt and
a nut that i~ ada~ted to form part of a rock bolt system in
which:
(i) the rock bolt is anchored by means of a cement
grout or a chemical resin (hereinafter referred
to as "re~in") in a hole drilled in a rock
formation; and
(ii) the nut tension~ the rock bolt and ~ro~ides the
end restraint on one end of the bolt to retain
bearing plates, strap~, mesh etc.
Rock bolt sy~tems are used to stabilise rock
formations in a wide range of ~ituation~, such a~
underground and surface mines, tunnel~ and cuttings, and
rock bolt~ have achieved a high acce~tance in both the
mining and civil engineering indu~tries.
In any given a~plication, the ~urpo~e of a resin
anchored rock bolt ~y~tem i~ to apply a clam~ing or
confining action to a rock ma~s to control deformation of
the rock mass and to enh~nce the atrength of the rock mass.
In other words, the ~ur~ose of a rock bolt system is to
allow load to be tran~ferred from a rock mass, through the
resin, to the rock bolt.

CA 02244617 1998-11-06
A conventional procedure for installing a rock bolt
assembly com~rise~ the following ste~s:
(1) Drill a hole in a rock mas~ to a required de~th.
(2) Pu~h a cartridge of re~in into the drilled hole
with the rock bolt until the cartridge reaches
the end of the hole and the rock bolt ~enetrate~
the cartridge and relea~e~ the re~in.
(3) Rotate the rock bolt to mix the re~in.
(4) After the re~in ~et~, typically within a minute,
rotate the nut on the rock bolt until the nut i8
tight up again t a bearing plate against the rock
mas~ and a tension i~ generated in the rock bolt.
There are a number of known option~ for cau~ing
rotation of the rock bolt in the re~in mixing step (3).
The options are ba~ed on the use of a drilling mach;ne and
on providing some mean~ on or associated with the rock bolt
that can be received in a drive ~ocket of the drilling
mach;ne. The known "means~ include:
(i) a forged nut on the end of the rock bolt;
(ii) a forged drive square on the end of the rock
bolt;
(iii) a crimped section of thread on the end of
the nut, ~uch that a threshold breakout
torque i~ required to break through the
crim~ed section of thread and release the
nut for rotation, and whereby ~o~itioning a
drive aocket to receive the nut and
o~erating at torques les~ than the threshold
torque cau~e~ rotation of the rock bolt with

CA 02244617 1998-11-06
the nut;
(iv) a washer tack welded on the end of the nut
which, as with (iii) above, requires a
threshold breakout torque to release the
nut;
(v) a resin or ~lastic plug inserted into the
end of the nut which, as with (iii) and (iv)
above, requires a threshold breakout torque
to release the nut;
(vi) a small steel roll pin inserted into a hole
drilled through a side of the nut and into
the threaded section of the rock bolt which,
as with (iii) to (v) above, requires a
threshold breakout torque to release the
nut;
(vii) a washer located in a recessed section in a
nut and retained by "crimps" at the end of
the recessed section and, as with (iii) and
(iv) above, requires a threshold breakout
torque to release the nut;
(viii) double lock nuts which, as with (iii), (iv)
and (vii) above, requires a threshold
breakout torque to release the nut; and
(ix) an increased diameter of the rock bolt
immediately above the nut which requires a
threshold breakout torque to screw the nut
past the increased diameter section of the
rock bolt.
The above-described known o~tions have a range of
disadvantages including, inconvenience, high cost, residual

CA 02244617 1998-11-06
material left in the drive aocket which accumulates with
each rock bolt assembly, and residual tor~ue - the nut~ are
not free r~nn;ng once the breakout torque has been
overcome.
An object of the present invention i~ to provide an
o~tion for causing rotation of a rock bolt in the re~in
mixing ste~ (3) which alleviate~ the disadvantage~ of the
known o~tions described above.
According to the ~re~ent invention there is ~rovided a
method of ~tabili~ing a rock mas~ by means of a rock bolt
as~embly located in a drilled hole in the rock ma~ and
retained in the hole by resin, the rock bolt as~embly
comDrising a rock bolt having a threaded ~ection, a
tensioning nut on the threaded ~ection, and a barrier for
~reventing removal of the nut from a rearward end of the
rock bolt, the method being characterised by:
(i) locating the rock bolt of the rock bolt a~embly
and a cartridge of re~in in the hole;
(ii) rotating the nut of the rock bolt assembly in a
first direction against the barrier and thereby
causing rotation of the rock bolt with the nut
and thereby mixing the re~in in the hole; and
(iii)after the re~in has ~et, rotating the nut in the
op~osite direction to tighten the nut directly or
indirectly against the rock ma~ and thereby
tensioning the rock bolt.
According to the pre~ent invention there is al~o
provided a rock bolt as~embly for tabilising a rock ma~,
which rock bolt as~embly com~ri~es:
(i) a rock bolt having a forward end, a rearward end,

CA 02244617 1998-11-06
and a threaded section;
(ii) a nut on the threaded section; and
(iii)a barrier which preventa remo~al of the nut from
the rearward end of the rock bolt.
The rock bolt may be formed from any suitable
material. By way of exam~le, the rock bolt may be formed
from steel. By way of further exam~le, the rock bolt may
be formed from a plastic~ material.
The barrier may be formed from any ~uitable material
and be of any ~uitable shape.
By way of exam~le, the barrier may be a deformation of
the rearward end of the rock bolt which disru~ts the thread
or alter~ the cross-section of the end.
By way of further exam~le, the barrier may be a sto~
de~ice welded, forged, glued or otherwi~e co~nected to the
rearward end of the rock bolt.
Preferably, the main criteria for the ~hape of the
barrier are that:
(a) the barrier be formed to contact a rearward face
of the nut and thereby ~revent the nut being
screwed off the rearward end of the rock bolt;
(b) the nut doe~ not become locked on the barrier; in
other words, the torque required to enable the
nut to be screwed away from the barrier (ie, the
relea~e torque) should be les~ than that a~lied
to rotate the nut and the rock bolt in ste~ (ii)
(ie, the mixing torque); and
.

CA 02244617 1998-11-06
(c) the barrier ~hould not damage the thread of the
nut ~o that the nut ia free to rotate during
tightening.
Preferably the barrier i~ a washer welded to the rock
bolt.
It iR ~referred ~articularly that the maximum width
dimension of the barrier be less that that of the nut so
that the barrier doe~ not prevent altogether or restrict a
drive ~ocket of a drill mean~ engaging the nut.
The a~licant has found in a ~eries of laboratory
te~t~ that wa~her~ welded onto rock bolt~ are an effective
barrier. S~ecifically, the a~licant found that the
relea~e torque required to relea~e nuts from contact with
washer~ welded on rock bolt~ waR 23 to 28% less than the
mixing torque a~plied in the fir~t instance to rotate the
nut~ against the wa hers and thereafter to rotate the nutc
and the rock bolts. This mean~ that there is minimal if
any ri~k of locking nut~ on the wa hers after rotating the
- nuts in the first direction de~cribed above.
The rock bolt may be of any suitable configuration.
Preferably the rock bolt com~ri~e~ a continuous or
di~continuou~ rib exten~;ng along at least ~art of the
length of the rock bolt.
The present invention i~ de~cribed further by way of
example with reference to the accompanying drawing which is
a partially ~ectional side elevation of a ~referred
embodiment of a rock bolt a~embly of the ~resent invention
re~in anchored in a drilled hole 11 in a mine roof 13.
The rock bolt a~embly of the ~re~ent invention is
~articularly although by no means exclusively ada~ted for

CA 02244617 1998-11-06
u~e in coal or metalliferous mines.
The rock bolt assembly com~ri~e~ a rock bolt 3 having
a forward end 17, a rearward end 19, a generally
cylindrical core 7, a continuous rib 21 exten~;ng along a
~ub tantial part of the length of the core 7, and a single
~tart left hand thread 9 formed on a lower ~ection of the
core 7.
The rock bolt assembly further comprise~ a nut 5
threaded on the rock bolt 3.
The rock bolt as~embly i8 characteri~ed by a barrier
41 connected to the rearward end 19 of the rock bolt 3
which in u~e can contact a rearward face 43 of the nut 5
and thereby prevent removal of the nut 5 from the rearward
end 19.
The barrier 41 may be any ~uitable form of barrier.
Ty~ically, the barrier 41 comprises a ~top device, such a~
a wa~her (a~ shown in the figure), welded or forged onto
the rock bolt 3. Alternatively, the barrier 41 is a
deformed section of the rock bolt 3 formed by hammering or
otherwise a~plying a force to the rearward end 19 of the
rock bolt 3 to di~ru~t the thread on the ~ection of the
rock bolt 3 or to change the cro~ ection of the end.
In u~e of the rock bolt a~sembly, the hole 11 is
drilled in the roof 13 of a mine, a bearing ~late a~embly
15 is pre-a~embled on the rock bolt a~sembly, and a
cartridge (not ~hown) of resin and the rock bolt 3 are
inserted into the hole 11 until the rock bolt 3 penetrate~
the cartridge and relea~e~ the re~in. Thereafter, a drive
~ocket (not ~hown) of a drill meanq i~ po~itioned to
receive the nut 5 and i~ operated to drive the nut 5 in a
clockwi~e direction. Thia rotation ha~ the effect of
moving the nut 5 relative to the rock bolt 3 until the nut

CA 02244617 1998-11-06
5 contacts the barrier 41 on the rearward end 19 of the
rock bolt 3. Thereafter, continued rotation of the nut 5
in the clockwi~e direction al~o rotate~ the rock bolt 3,
and this ha~ the effect of mixing the re~in in the hole 11.
After the reain sets, the drilling machine is o~erated to
rotate the nut 5 in the anti-clockwi~e direction, and thi~
rotation screw~ the nut 5 away from the barrier 41 and into
contact with the bearinq ~late assembly to tension the rock
bolt 3.
It is noted that the nut 5 would be rotated in the
op~osite direction to that indicated above in situations
where the thread 9 i~ a right hand thread rather than a
left hand thread as shown in the drawing.
In laboratory te~ts on the above-described rock bolt
as~embly the a~plicant was able to operate with mixing
torques of 280 Nm with hydraulic bolting equi~ment and 120
Nm with hand-held bolting equipment without break-out and
thread damage. Moreover, as indicated above, the applicant
found that the relea~e torque~ were 23 to 28% less than
that of the mixing torque~. In addition, the applicant
applied torque~ of u~ to 500 Nm without severing the
wa~hers and breAk;ng out the nut~ from the rearward end~ of
the rock bolts. The laboratory te~t~ were carried out on
the above-de~cribed rock bolt assembly with rock bolts
having nominal diameters of 21.7mm and 25.8mm and with
wa~her~ having a nominal thickness of 4mm, central hole
diameters of 24mm and 25mm, and outer diameter~ of 36mm and
40mm welded to the rock bolts. The weld~ connecting the
washers to the rock bolt~ extended around a~proximately one
half of the circumference of the central hole of washer on
both faces of each wa~her.
The above-described rock bolt a~sembly ha~ a number of
advantages over conventional o~tion~.

CA 02244617 1998-11-06
By way of example, the ~re~ent invention makes it
possible to ensure a high level of control over the extent
to which the nuts 5 are retained on the rock bolts 3 - this
level of consiAtency is im~ortant in mining o~erations.
Furthermore, the ~resent invention ensures that nuts
will never experience ~remature breakout.
Furthermore, the rock bolt 3 and the nut 5 can be
assembled together off-site and thi~ reducea handling
difficulties on-site and the number of component~ that must
be handled on-site.
Furthermore, the present invention enable~ one
breakout ~ystem to be used for all different rock bolt
lengths and for all different drilling m~h;ne~ compared to
having up to 5 different breakout nuts all with different
breakout torque~.
Furthermore, the problem of debri~ accumulating in the
drill ~ocket from the break-out mechanisms in the nut i~
overcome.
The prior art ~roblem of high residual torque required
to turn nut~ after the breakout "mechani~mn ha~ been broken
is avoided by the ~re~ent invention.
Furthermore, the pre~ent invention make~ it ~o~ible
to de~ign the thread form on the rock bolt pecifically to
im~rove the mechanical advantage of the nut - rather than
to trigger the breakout mechanism.
Many modification~ may be made to the ~referred
embodiment of the rock bolt a~embly described above
without de~arting from the s~irit and ~co~e of the ~re~ent
invention.

CA 02244617 1998-11-06
- 10 --
By way of exam~le, whilst the preferred embodiment
described above com~rises a rock bolt 3 of a ~articular
configuration, it is noted that the ~resent invention is
not 80 limited and extends to any suitable form of rock
bolt 3.

Dessin représentatif
Une figure unique qui représente un dessin illustrant l'invention.
États administratifs

2024-08-01 : Dans le cadre de la transition vers les Brevets de nouvelle génération (BNG), la base de données sur les brevets canadiens (BDBC) contient désormais un Historique d'événement plus détaillé, qui reproduit le Journal des événements de notre nouvelle solution interne.

Veuillez noter que les événements débutant par « Inactive : » se réfèrent à des événements qui ne sont plus utilisés dans notre nouvelle solution interne.

Pour une meilleure compréhension de l'état de la demande ou brevet qui figure sur cette page, la rubrique Mise en garde , et les descriptions de Brevet , Historique d'événement , Taxes périodiques et Historique des paiements devraient être consultées.

Historique d'événement

Description Date
Demande non rétablie avant l'échéance 2004-08-10
Le délai pour l'annulation est expiré 2004-08-10
Inactive : Abandon.-RE+surtaxe impayées-Corr envoyée 2003-08-11
Réputée abandonnée - omission de répondre à un avis sur les taxes pour le maintien en état 2003-08-11
Lettre envoyée 1999-05-17
Inactive : Transfert individuel 1999-04-08
Demande publiée (accessible au public) 1999-02-08
Inactive : CIB en 1re position 1998-11-18
Symbole de classement modifié 1998-11-18
Inactive : CIB attribuée 1998-11-18
Inactive : CIB attribuée 1998-11-18
Inactive : Correspondance - Formalités 1998-11-06
Inactive : Certificat de dépôt - Sans RE (Anglais) 1998-10-05
Demande reçue - nationale ordinaire 1998-10-02

Historique d'abandonnement

Date d'abandonnement Raison Date de rétablissement
2003-08-11

Taxes périodiques

Le dernier paiement a été reçu le 2002-07-29

Avis : Si le paiement en totalité n'a pas été reçu au plus tard à la date indiquée, une taxe supplémentaire peut être imposée, soit une des taxes suivantes :

  • taxe de rétablissement ;
  • taxe pour paiement en souffrance ; ou
  • taxe additionnelle pour le renversement d'une péremption réputée.

Les taxes sur les brevets sont ajustées au 1er janvier de chaque année. Les montants ci-dessus sont les montants actuels s'ils sont reçus au plus tard le 31 décembre de l'année en cours.
Veuillez vous référer à la page web des taxes sur les brevets de l'OPIC pour voir tous les montants actuels des taxes.

Historique des taxes

Type de taxes Anniversaire Échéance Date payée
Taxe pour le dépôt - générale 1998-08-10
Enregistrement d'un document 1999-04-08
TM (demande, 2e anniv.) - générale 02 2000-08-10 2000-07-25
TM (demande, 3e anniv.) - générale 03 2001-08-10 2001-07-20
TM (demande, 4e anniv.) - générale 04 2002-08-12 2002-07-29
Titulaires au dossier

Les titulaires actuels et antérieures au dossier sont affichés en ordre alphabétique.

Titulaires actuels au dossier
THE BROKEN HILL PROPRIETARY COMPANY LIMITED
Titulaires antérieures au dossier
PETER ANDREW GRAY
Les propriétaires antérieurs qui ne figurent pas dans la liste des « Propriétaires au dossier » apparaîtront dans d'autres documents au dossier.
Documents

Pour visionner les fichiers sélectionnés, entrer le code reCAPTCHA :



Pour visualiser une image, cliquer sur un lien dans la colonne description du document (Temporairement non-disponible). Pour télécharger l'image (les images), cliquer l'une ou plusieurs cases à cocher dans la première colonne et ensuite cliquer sur le bouton "Télécharger sélection en format PDF (archive Zip)" ou le bouton "Télécharger sélection (en un fichier PDF fusionné)".

Liste des documents de brevet publiés et non publiés sur la BDBC .

Si vous avez des difficultés à accéder au contenu, veuillez communiquer avec le Centre de services à la clientèle au 1-866-997-1936, ou envoyer un courriel au Centre de service à la clientèle de l'OPIC.

({010=Tous les documents, 020=Au moment du dépôt, 030=Au moment de la mise à la disponibilité du public, 040=À la délivrance, 050=Examen, 060=Correspondance reçue, 070=Divers, 080=Correspondance envoyée, 090=Paiement})


Description du
Document 
Date
(aaaa-mm-jj) 
Nombre de pages   Taille de l'image (Ko) 
Dessin représentatif 1999-03-01 1 12
Abrégé 1998-08-09 1 18
Description 1998-08-09 10 336
Revendications 1998-08-09 2 54
Dessins 1998-08-09 1 25
Abrégé 1998-11-05 1 19
Description 1998-11-05 10 351
Revendications 1998-11-05 2 58
Dessins 1998-11-05 1 27
Certificat de dépôt (anglais) 1998-10-04 1 163
Courtoisie - Certificat d'enregistrement (document(s) connexe(s)) 1999-05-16 1 116
Rappel de taxe de maintien due 2000-04-10 1 111
Rappel - requête d'examen 2003-04-13 1 113
Courtoisie - Lettre d'abandon (taxe de maintien en état) 2003-09-07 1 176
Courtoisie - Lettre d'abandon (requête d'examen) 2003-10-19 1 166
Correspondance 1998-10-05 1 34
Correspondance 1998-11-05 15 506