Sélection de la langue

Search

Sommaire du brevet 2497758 

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) Brevet: (11) CA 2497758
(54) Titre français: COQUILLE D'EXPANSION
(54) Titre anglais: EXPANSION ANCHOR
Statut: Octroyé
Données bibliographiques
(51) Classification internationale des brevets (CIB):
  • F16B 13/00 (2006.01)
(72) Inventeurs :
  • CONNELL, ROBERT URQUHART (Australie)
  • FERRIER, IAN ROSS (Australie)
(73) Titulaires :
  • CETRAM PTY LIMITED (Australie)
(71) Demandeurs :
  • CETRAM PTY LIMITED (Australie)
(74) Agent: FINLAYSON & SINGLEHURST
(74) Co-agent:
(45) Délivré: 2008-07-29
(22) Date de dépôt: 2005-02-21
(41) Mise à la disponibilité du public: 2005-08-23
Requête d'examen: 2005-02-21
Licence disponible: 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
2004900895 Australie 2004-02-23

Abrégés

Abrégé français

Une coquille d'expansion destinée à l'ancrage temporaire d'entretoises de panneaux pendant l'érection de bâtiments ayant un boulon d'ancrage qui peut être libéré après la pose de l'ancrage et d'une douille-entretoise entre le manchon d'expansion et la tête du boulon et qui est située juste dans la partie extérieure du trou de manière à être facilement amovible après l'enlèvement du boulon.


Abrégé anglais

An expansion anchor designed for the temporary anchorage of panel braces during the erection of buildings has an anchor bolt which is releasable after setting the anchor and a spacer sleeve between the expansion sleeve and head of the bolt and which is located just in the outer part of the hole so as to be easily removable after removal of the bolt.

Revendications

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



-8-
What is claimed is:

An expansion anchor for temporarily anchoring a component to concrete
structure, the anchor having a bolt with a threaded shank which mates with an
internally
threaded expansion cone, an expansion sleeve which cooperates with the
expansion cone
whereby the expansion sleeve is expanded -into anchoring engagement with the
wall of a
hole drilled into the concrete structure as the cone is drawn -into the sleeve
by rotation of
the bolt, means for forming an anti-rotation mechanical interlock with the
wall of the hole
in order to prevent rotation of the cone to permit release of the bolt after
setting of the
anchor, and a spacer arrangement between the expansion sleeve and outer end of
the bolt
shank, the spacer arrangement consisting of or including a spacer sleeve
having an inner
end portion adapted to lie within the outer end portion of the hole when the
anchor is set
such that after subsequent removal of the bolt and the component, the spacer
sleeve
projecting from the concrete structure can be removed from the outer part of
the hole,
the spacer arrangement further including an inner sleeve between the spacer
sleeve and
expansion sleeve.

2. An anchor according to claim 1, wherein the inner sleeve is of a structure
which
permits axial collapse of the sleeve during setting of the anchor to provide a
pull-down
effect between the component and the concrete structure.

3. An anchor according to claim 1, wherein the expansion sleeve includes
structure
which provides a pull-down effect between the component and the concrete
structure.

4. An anchor according to any one of claims 1 to 3, wherein the bolt shank is
of
stepped diameter with the expansion cone being mounted on the smaller diameter
portion
of the shank and the spacer sleeve lying on the larger diameter portion of the
shank

5. An anchor according to any one of claims 1 to 4, wherein the outer end of
the
spacer sleeve abuts against the head of the bolt via a metal washer and a low
friction


-9-
washer, and the bolt head is a hex head of 30mm width across-flats (AF) with
the outer
diameter of the expansion sleeve and spacer sleeve being substantially 20mm.

6. An anchor according to any one of claims 1 to 5, wherein the anti-rotation
interlock is provided by portions of the expansion cone which broach into the
wall of the
hole during insertion of the anchor to provide a physical anti-rotation lock
between the
cone and the wall.

7. An anchor according to claim 6, wherein the portions are formed by rib-like

projections of the expansion cone.

8. An anchor according to any one of claims 1 to 5, wherein the anti-rotation
interlock is provided by anti-rotation formations on the expansion sleeve
which broach
into the wall during insertion.

9. An expansion anchor according to any one of claims 1 to. 8, when used to
temporarily anchor an anchor plate to concrete structure.

10. An expansion anchor according to claim 9, wherein the anchor plate is part
of a
brace for temporarily bracing a panel during building construction.

11. A temporary anchorage between a concrete structure and an anchor plate,
said
anchorage being provided by an expansion anchor according to any one of claims
1 to 8,
extending through the anchor plate into a hole drilled into the structure,
wherein the spacer
sleeve is of such a length that its outer end is substantially flush with the
upper surface of
the anchor plate and its lower end extends into the hole to a depth which
permits ready
removal of the spacer sleeve after removal of the bolt and anchor plate.

12. A temporary anchorage according to claim 11, wherein the anchor plate
forms part
of a brace.


-10-

13. A temporary anchorage according to claim 11 or claim 12, wherein the depth
to
which the spacer sleeve extends into the hole is such that the sleeve can be
removed by
knocking the sleeve sideways.

Description

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



CA 02497758 2005-02-21
P JYVNN]H.:54 1t9U-CAP60ta W 1?'04

EXPANSION ANCHOR

The present invention relates to an expansion anchor and more particularly to
an
expansion anchor for temporarily anchoring a brace or other component in
building
construction.

In the construction of a building structure using precast concrete panels, the
panels are
temporarily supported on site by braces until the panels are physically
connected into, and
become an integral part of, the building structure. Typically, two braces are
used to
support each panel to resist wind loading acting to cause the panel to fall
over. Usually,
the upper end of the brace is fixed to the panel by bolting into a ferrule
which is
incorporated into the panel during casting. The lower end of the brace is
usually fixed into
the horizontal slab which i-nay either be on the ground, or suspended if a
niulti-storey
application, using a masonry anchor of expansion type which, for this purpose,
is termed a
brace anchor. Brace anchors may also sometimes be used for fixing the upper
ends of the
brace to the panel in circun~ stances where that is the preference of the
engineer or builder
or when the cast-in ferrule has been incorrectly installed.

Most commercially available braces are of similar construction and have at
each end a
steel anchor plate of between 12 and 20mm in thi.clcness (depending on
construction) with
a slot of approximately 22 to 24nim in width for receiving the brace anchor or
ferrule bolt.
Following a number of panel collapses from wind loading through failure of the
brace
anchors, an Australian Standard (AS 3850-2003) was introduced to prescribe
ininimuni
performance reGuirenients for anchors used as brace anchors. Although there
are
currently available a number of expansion anchors which meet these standards,
none are
specifically designed for tha.t usage and, as a result, compromises have to be
made when
using these anchors. In particular, expansion anchors are conventionally
designed for
permanent installation. When used as a temporary brace anchor, significant
difficulties
can arise both in releasing the anchor to permit removal of the brace and then
in the
actions necessary to ensure that remaining parts of the anchor do not project
beyond the


CA 02497758 2005-02-21
P=OPEMRyH 1,'J7!CnP ap U'i:.'llJ

-2-
surface of the slab, involving either the use of an angle grinder to cut any
projecting parts
flush with the base or tapping any projecting parts flush with the surface and
which might
compromise the integrity of a waterproof membrane underneath the slab.
Moreover, the
across-flats (AF) head size of bolt heads of suitable currently available
expansion anchors
is less than the width of the anchor slot incorporated into the base plates of
currently
available braces with the result that the washer installed between the head
and the anchor
plate will bend and rnust take the full fixing load in this mode.

According to one aspect= of the invention there is provided an expansion
anchor for
temporarily anchoring a component to concrete structure, the anchor having a
bolt with a
threaded shank which mat,--s with an internally threaded expansion cone, an
expansion
sleeve which cooperates with the expansion cone whereby the expansion sleeve
is
expanded into anchoring engagement with the wall of a hole drilled into the
concrete
structure as the cone is dravvn into the sleeve by rotation of the bolt, means
for forming an
anti-rotation mechanical interlock with the wall of the hole in order to
prevent rotation of
the cone to permit release of the bolt after setting of the anchor, and a
spacer arrangement
between the expansion sleeve and outer end of the bolt shank, the spacer
arrangement
consisting of or including a spacer sleeve having an inner end portion adapted
to lie within
the outer end portion of the hole when the anchor is set such that after
subsequent removal
of the bolt and the component, the spacer sleeve projecting from the concrete
structure can
be removed from the outer part of the hole.

In a preferred embodiment of the invention the spacer arrangement includes an
inner
sleeve between the spacer sleeve and expansion sleeve. Advantageously the
inner sleeve
is of a structure which permits axial collapse of the sleeve during setting of
the anchor to
provide a pull-down effect.

In alternative constructions the expansion sleeve itself may include structure
which
provides a pull-down effect or otherwise may be of a length such that the
inner spacer
sleeve is not required, in which case the outer spacer sleeve will directly
follow the
expansion sleeve on the shank of the bolt and thereby provide the spacer
assembly.


CA 02497758 2005-02-21
P OPER-.RSW 12L+7590-CAP Qa-07- 12%04

3-
Particularly advantageously the bolt shank is of stepped diameter with the
expansion cone
being mounted on the smaller diameter portion of the shank and the spacer
sleeve lying
on the larger diameter portion of the shank.

In one particularly preferred practical embodiment of the invention, the outer
end of the
spacer sleeve abuts against the head of the bolt via a metal washer and a low
friction
washer, and the bolt head is a hex head of 30mm width across-flats (AF) with
the outer
dia:neter of the expansion sleeve and spacer sleeve being substantially 20mm.
This means
that when the anchor is used with currently available braces having a slot of
between
approximately 22 and 24rr.im in the anchor plate, the head of the anchor will
span the
entire width of the slot and the underlying metal washer will not be subject
to load
transmission by bending.

In order to provide the anti-rotation lock to facilitate release of the bolt
while the
expansioii cone is held against rotation under the applied torque, the
expansion cone is
preferably formed to a size such that it is an interference fit within the
hole with
formations which. broach into the wall of the hole during insertion of the
anchor to
provide a physical anti-rotaiion lock. In one form, these formations can
consist of rib-like
projections although other formations which achieve the required interlock
during
insertion can alternatively be used. In a further alternative the expansion
sleeve could be
provided with the anti-rotation formations which broach into the wall during
insertion;
since, when the anchor is set, the expansion cone will be wedged very firmly
into the
expansion sleeve, rotation of the expansion cone will thereby be prevented.

According to another aspect of the invention there is provided a temporary
anchorage
between a concrete stnicture and an anchor plate of a brace, said anchorage
being
provided by an expansion arichor as defined above extending through the anchor
plate into
a hole drilled into the structure, wherein the spacer sleeve is of such a
length that its outer
end is substantially flush with the upper surface of the anchor plate and its
lower end


CA 02497758 2005-02-21
P~OPCR RSH I:t43y90 -CAPCa-0%1II=04

-4-
extends into the hole to a depth which permits ready removal of the spacer
sleeve after
removal of the bolt and anchor plate.

According to another aspect of the invention there is provided an expansion
anchor
providing a temporary anchorage for a component during the construction of a
building,
the anchor being set into a hole drilled into concrete structure by expansion
of an
expansion sleeve of the anchor, the anchor having an anchor bolt which is
releasable and
removable after setting the anchor to permit removal of the component, and the
anchor
further having a spacer sleeve between an expansion sleeve and head ef the
bolt and which
is located only in the outer part of the hole so as to be easily removable
after removal of
the bolt so that no remaining part of the anchor then projects from the hole.

An embodiment of the inv ntion will now be described by way of example only
with
reference to the accompanying drawings in which:
Figure 1 is a perspective view of an expansion anchor in accordance with a
preferred embodiment of the invention;
Figure 2 shows the component parts of the anchor;
Figure 3 is a cross-section showing the anchor in its installed position to
act as a
temporary anchor for a brace;
Figure 4 is a sectiori similar to Figure 3 showing the anchor after the bolt
and
brace have been removed; arid
Figure 5 shows schematically the removal of the outer spacer sleeve which
remains projecting after rem.oval of the bolt and brace.

With initial reference to Figures 1 and 2, an expansion anchor specifically
designed as a
temporary brace anchor comprises a bolt having a stepped shank 2 of which the
inner,
smaller diameter, end portion 2a is tlu-eaded (the thread is not shown in
Figure 2) to
receive an internally threadeci cone nut 4 forming an expansion cone. An
expansion sleeve
6 is mounted on the smaller diameter portion 2a for cooperation with the cone
nut 4 in

conventional manner. A spacer assembly interposed between the expansion sleeve
6 and
washer 8 adjacent the head 10 of the bolt is, in the embodiment shown, of two
part


CA 02497758 2007-04-27
P ~OPCPIk$HI I?111iWl.CAPda-07lINW

- 5 -

construction having an inner spacer sleeve 12 and an outer spacer sleeve 14.
In the
particular embodiment shown, the inner sleeve 12 is formed with a series of
apertures 16
which form within the sleeve inclined struts 17 able to deform when axial
loading is
applied to the sleeve during setting of the anchor within the hole so as to
result in a
contraction in the axial length of the sleeve which facilitates so-called
"pull-down" to
ensure that the anchor is able to draw the brace anchor plate down to the
concrete slab and
anchor it fimzly. A pull-down action of this type is described in greater
detail in
Australian patent no. 559285 and Australian patent no. 697330. In the
embodiment
shown, the apertures within the sleeve 12 are of thc general shape described
in Australian
patent no. 697330 although it is to be understood that other constructions of
sleeve which
provide a pull-down effect could alternatively be used. It is to be noted that
although it is
preferred to form this inner sleeve to provide a pull-down effect this is not
essential to the
working of the invention and in other constructions an inner spacer sleeve
without that
capacity could alternatively be used.

The larger diameter end of the cone nut 4 is formed with a series 9f; flats 18
around its
peripheral surface which define longitudinal locking ribs 20. This end of the
cone nut 4 is
dimensioned so that the ribs 20 are an interference fit within the hole into
which the
anchor is fitted and thereby during installation of the anchor they will
broach into the

concrete to provide a mechanical interlock between the cone nut 4 and concrete
in order to
prevent rotation of the cone nut within the hole. As a result of this anti-
rotation interlock
the bolt is readily able to be released by unscrewing from the cone nut when
it is required
to remove the brace.

Preferably, a low-friction washer 21 for example of PTFE is incorporated
between the
bolt head 10 and main washer 8 to reduce so-called static friction acting on
the bolt head
during setting of the anchor and thereby to ensure that more of the torque
applied to the
bolt head is translated into expansion of the expansion sleeve and hence
setting of the
anchor within the hole.


CA 02497758 2005-02-21
POPERRSH:QSA7590-CAP da 0'1; ,W

-6-
The installed condition of the brace anchor is shown in Figure 3. The anchor
is inserted in
its assembled form through the anchor plate 22 of the brace into the hole
predrilled into
the concrete slab 24 so that the underside of the washer 8 and outer end of
the outer spacer
sleeve 14 are flush with the upper surface of the anchor plate 22 and the bolt
is then
tightened to a specified torque in order to set the anchor in the usual way.
As previously
mentioned, the anchor plates of currently available braces are of a thickness
which varies
between approximately 12 and 20mm depending on its method of construction. The
length
of the outer spacer sleeve 14 is greater than the likely maximum thickness of
base plate,
but not significantly so, so that its inner, lower, end will lie within the
upper part of the
hole in the slab 24. As a result of this, when the anchor bolt and brace have
been removed,
the projecting part of the spacer sleeve 14 which only extends a relatively
short distance
into the hole, the extent of penetration depending on the actual thickness of
the anchor
plate with which the anchor has been used, can readily be removed by knocking
the sleeve
sideways or even by kicking it out (see Figures 4 and 5). The rest of the
anchor consisting
of inner spacer sleeve, expansi.on sleeve and cone nut will remain within the
hole but
beneath the surface of the slab. The end of the hole is then sealed with a
suitable filler.

The bolt is formed with a particularly large head 10 such that it is able to
fully span the
slot width of currently available braces, typically a slot width of 22 to 24mm
as previously
mentioned. In one practical example, with a bolt shank diameter of 20mm the
head size is
30mm across flats (AF) so that the underlying washer 8 will be subject to a
direct
compressive loading, not a'bending loading. The 30mm AF head also corresponds
to the
head size of inetric M20 threaded bolts as would typically be used with cast-
in ferrules at
the upper end of the brace so that an installer can thereby use the same
socket for fixing
both ends of the brace. Mo:eover the head size, being unusually large for an
expansion
anchor of this size will be r adily identifiable from simple inspection when
installed and
the head will also carry special identification markings to identify that the
anchor is a
specially designed brace anchor. Both of these aspects will ease the problems
of on-site
inspection by work-safety personnel to ensure that the correct anchors are
being used. It
will of course be understood that the anchor can be used both for fixing the
lower end of


CA 02497758 2005-02-21
POPER~RSHI'Sn1590CAP a u'1204

7-
the brace to the slab and the upper end to the concrete panel if required
instead of a cast-in
ferrule.

Although the anchor has principally been described in terms of the temporary
anchorage
of a brace, the anchor also has applicability to other anchoring situations
which arise in
building construction where a temporary anchorage is required, for example
balustrades,
guard rails, hand rails, and scaffolding.

The embodiments of the invention have been described by way of example only
and
modifications are possible within the scope of the invention.

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

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 , États administratifs , Taxes périodiques et Historique des paiements devraient être consultées.

États administratifs

Titre Date
Date de délivrance prévu 2008-07-29
(22) Dépôt 2005-02-21
Requête d'examen 2005-02-21
(41) Mise à la disponibilité du public 2005-08-23
(45) Délivré 2008-07-29

Historique d'abandonnement

Il n'y a pas d'historique d'abandonnement

Historique des paiements

Type de taxes Anniversaire Échéance Montant payé Date payée
Requête d'examen 800,00 $ 2005-02-21
Enregistrement de documents 100,00 $ 2005-02-21
Le dépôt d'une demande de brevet 400,00 $ 2005-02-21
Taxe de maintien en état - Demande - nouvelle loi 2 2007-02-21 100,00 $ 2007-02-02
Taxe de maintien en état - Demande - nouvelle loi 3 2008-02-21 100,00 $ 2008-01-31
Taxe finale 300,00 $ 2008-05-08
Taxe de maintien en état - brevet - nouvelle loi 4 2009-02-23 100,00 $ 2009-01-30
Taxe de maintien en état - brevet - nouvelle loi 5 2010-02-22 200,00 $ 2010-02-02
Taxe de maintien en état - brevet - nouvelle loi 6 2011-02-21 200,00 $ 2011-01-31
Taxe de maintien en état - brevet - nouvelle loi 7 2012-02-21 200,00 $ 2012-01-30
Taxe de maintien en état - brevet - nouvelle loi 8 2013-02-21 200,00 $ 2013-01-30
Taxe de maintien en état - brevet - nouvelle loi 9 2014-02-21 200,00 $ 2014-02-17
Taxe de maintien en état - brevet - nouvelle loi 10 2015-02-23 250,00 $ 2015-02-16
Taxe de maintien en état - brevet - nouvelle loi 11 2016-02-22 250,00 $ 2016-02-15
Taxe de maintien en état - brevet - nouvelle loi 12 2017-02-21 250,00 $ 2017-02-20
Taxe de maintien en état - brevet - nouvelle loi 13 2018-02-21 250,00 $ 2018-02-19
Taxe de maintien en état - brevet - nouvelle loi 14 2019-02-21 250,00 $ 2019-02-15
Taxe de maintien en état - brevet - nouvelle loi 15 2020-02-21 450,00 $ 2020-02-14
Taxe de maintien en état - brevet - nouvelle loi 16 2021-02-22 459,00 $ 2021-02-12
Taxe de maintien en état - brevet - nouvelle loi 17 2022-02-21 458,08 $ 2022-02-11
Taxe de maintien en état - brevet - nouvelle loi 18 2023-02-21 473,65 $ 2023-02-17
Taxe de maintien en état - brevet - nouvelle loi 19 2024-02-21 624,00 $ 2024-02-16
Titulaires au dossier

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

Titulaires actuels au dossier
CETRAM PTY LIMITED
Titulaires antérieures au dossier
CONNELL, ROBERT URQUHART
FERRIER, IAN ROSS
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. 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.


Description du
Document 
Date
(yyyy-mm-dd) 
Nombre de pages   Taille de l'image (Ko) 
Description 2005-02-21 7 301
Abrégé 2005-02-21 1 9
Dessins 2005-02-21 5 66
Revendications 2005-02-21 3 109
Dessins représentatifs 2005-07-27 1 7
Page couverture 2005-08-03 1 30
Description 2007-04-27 7 303
Revendications 2007-04-27 3 90
Dessins 2007-04-27 5 67
Dessins représentatifs 2008-07-18 1 8
Page couverture 2008-07-18 1 31
Cession 2005-02-21 4 130
Poursuite-Amendment 2006-06-27 1 24
Poursuite-Amendment 2006-11-01 5 201
Poursuite-Amendment 2007-04-27 16 498
Correspondance 2008-05-08 1 33
Cession 2014-04-15 45 2 993
Cession 2015-10-02 14 524
Lettre du bureau 2015-10-22 1 34