Garock Pty Ltd

Australie

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Type PI
        Brevet 8
        Marque 1
Juridiction
        International 6
        Canada 3
Date
2021 1
2020 1
Avant 2020 7
Classe IPC
E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits 8
E21D 20/00 - Mise en place des boulons d'ancrage 2
Classe NICE
06 - Métaux communs et minerais; objets en métal 1
19 - Matériaux de construction non métalliques 1

1.

ROCK BOLT

      
Numéro d'application AU2020050767
Numéro de publication 2021/012021
Statut Délivré - en vigueur
Date de dépôt 2020-07-27
Date de publication 2021-01-28
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s)
  • Maltby, Dave
  • Alington, Adrian
  • Hedrick, Neville

Abrégé

The present invention provides a rock bolt comprising first and second portions (11, 12), wherein the first portion comprises an end (13) adapted for expansion to provide a point anchor. The second portion comprises an inner portion (35) and an outer portion (33) wherein the outer portion is configured for engagement with the end of the first portion to cause expansion thereof. The inner portion is configured for engagement with the outer portion to cause expansion thereof, whereby expansion of the outer portion causes further expansion of the end of the first portion.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

2.

ROCK BOLT

      
Numéro d'application AU2020050613
Numéro de publication 2020/252527
Statut Délivré - en vigueur
Date de dépôt 2020-06-17
Date de publication 2020-12-24
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s)
  • Maltby, Dave
  • Alington, Adrian
  • Hendrick, Neville

Abrégé

The present invention provides a yielding rock bolt (10) comprising a tendon in the form of a steel shaft (12) and an anchor member (14), having a longitudinal bore, mounted on the tendon. The anchor member presents a compression zone (50) to the tendon about the longitudinal bore whereby the tendon, upon being moved through the anchor member towards the compression zone, is caused to undergo plastic deformation at the compression zone to reduce in diameter and increase in length, The compression zone is defined by an inclined face (51) provided on the anchor member about the longitudinal bore.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

3.

IMPROVEMENTS IN OR RELATING TO ROCK BOLTS

      
Numéro d'application AU2019050039
Numéro de publication 2019/140492
Statut Délivré - en vigueur
Date de dépôt 2019-01-22
Date de publication 2019-07-25
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s)
  • Maltby, Dave
  • Alington, Adrian
  • Hedrick, Neville

Abrégé

The present invention provides a rock bolt (14) comprising a cable (21) formed from multiple wound strands. The rock bolt also comprises a sleeve (16) surrounding the cable along at least portions of the cable, and multiple collars (17) spaced along the sleeve. Each collar being fitted on a different lengthwise region of the sleeve. The present invention also provides an elongate member (15) having a plurality of rock bolts connected in an end to end relationship.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

4.

GROUND SUPPORT APPARATUS

      
Numéro d'application AU2015000637
Numéro de publication 2016/065391
Statut Délivré - en vigueur
Date de dépôt 2015-10-26
Date de publication 2016-05-06
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s)
  • Maltby, David
  • Alington, Adrian
  • Hedrick, Neville

Abrégé

A ground support apparatus for use in supporting a rock body comprising an elongated support member, an elongated collar and a localised anchor means. The localised anchor means is adapted to substantially restrain the apparatus within a borehole formed within the rock body. The elongated collar comprises a lumen that receives the elongated support member and, additionally, comprises a flange assembly that, at least in part, substantially abuts a rock face of the rock body. In use, a movement of the rock body causes the elongated collar to travel, at least in part, along the elongated support member thereby permitting the apparatus to yield and govern the rock body movement.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits
  • E21D 20/00 - Mise en place des boulons d'ancrage

5.

GROUND SUPPORT APPARATUS

      
Numéro de document 02966910
Statut Délivré - en vigueur
Date de dépôt 2015-10-26
Date de disponibilité au public 2016-05-06
Date d'octroi 2023-05-02
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s)
  • Maltby, David
  • Alington, Adrian
  • Hedrick, Neville

Abrégé

A ground support apparatus for use in supporting a rock body comprising an elongated support member, an elongated collar and a localised anchor means. The localised anchor means is adapted to substantially restrain the apparatus within a borehole formed within the rock body. The elongated collar comprises a lumen that receives the elongated support member and, additionally, comprises a flange assembly that, at least in part, substantially abuts a rock face of the rock body. In use, a movement of the rock body causes the elongated collar to travel, at least in part, along the elongated support member thereby permitting the apparatus to yield and govern the rock body movement.

Classes IPC  ?

  • E21D 20/00 - Mise en place des boulons d'ancrage
  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

6.

GROUND SUPPORT APPARATUS AND METHOD

      
Numéro d'application AU2014001112
Numéro de publication 2015/085349
Statut Délivré - en vigueur
Date de dépôt 2014-12-11
Date de publication 2015-06-18
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s) Maltby, David

Abrégé

A ground support apparatus comprising a first portion comprising elongate friction means for substantially anchoring the apparatus in a bore hole formed within a rock, body, a second portion disposed substantially towards a front end of the apparatus and which abuts the first portion, a localised anchor means disposed at a junction between the first portion and the second portion and a yielding mechanism. In use, a movement of the rock body engages the yielding mechanism thereby governing the rock body movement.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

7.

GROUND SUPPORT APPARATUS AND METHOD

      
Numéro de document 02933369
Statut Délivré - en vigueur
Date de dépôt 2014-12-11
Date de disponibilité au public 2015-06-18
Date d'octroi 2022-05-31
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s) Maltby, David

Abrégé

A ground support apparatus comprising a first portion comprising elongate friction means for substantially anchoring the apparatus in a bore hole formed within a rock, body, a second portion disposed substantially towards a front end of the apparatus and which abuts the first portion, a localised anchor means disposed at a junction between the first portion and the second portion and a yielding mechanism. In use, a movement of the rock body engages the yielding mechanism thereby governing the rock body movement.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

8.

ROCK BOLT

      
Numéro d'application AU2011001655
Numéro de publication 2012/083365
Statut Délivré - en vigueur
Date de dépôt 2011-12-21
Date de publication 2012-06-28
Propriétaire GAROCK PTY LTD (Australie)
Inventeur(s)
  • Maltby, David
  • Hedrick, Neville

Abrégé

The present invention relates to a rock bolt 10 for use in stabilising a rock face. The rock bolt 10 comprises a body 12 having a plurality of elongate lobes 22 spaced apart by substantially resilient channel means. The rock bolt 10 is further configured to receive expansion means for urging the lobes 22 outwardly to thereby expand the rock bolt 10 for improving a communication with a bore hole in the rock face. Following expansion the expansion means may be removable, the expansion means can comprise any suitably sized hollow or solid bar expansion member. The configuration of the present invention also enables, subsequent to an initial expansion, the resilient channel means to provide a gripping force on any suitably sized member inserted into the internal space. This feature of the rock bolt 10 allows for a mesh plate having an elongate portion to be securely and removably fitted to the rock bolt 10 after the rock bolt has been expanded.

Classes IPC  ?

  • E21D 21/00 - Boulons d'ancrage pour la protection du toit, de la sole ou du revêtement des puits

9.

GARFORD

      
Numéro d'application 075116800
Statut Enregistrée
Date de dépôt 1994-03-31
Date d'enregistrement 1997-02-11
Propriétaire Garock Pty Ltd (Australie)
Classes de Nice  ?
  • 06 - Métaux communs et minerais; objets en métal
  • 19 - Matériaux de construction non métalliques

Produits et services

(1) Cable bolts and rock bolts. (2) Mine roof bolts, twist cables and anchors, ground anchors, rock anchors. (3) Cable bolts, mine roof bolts, rock bolts, twist cables and anchors, ground anchors, expansion anchors, rock anchors, friction rock stabilisers, mine roof plates and mine bearing plate.