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Sommaire du brevet 2838349 

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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 2838349
(54) Titre français: PIECE D'ANCRAGE ENCASTREE POUR PAREMENT DE BRIQUE
(54) Titre anglais: FLUSH MOUNT BRICK VENEER ANCHOR
Statut: Octroyé
Données bibliographiques
(51) Classification internationale des brevets (CIB):
  • E04B 1/41 (2006.01)
  • E04F 13/22 (2006.01)
(72) Inventeurs :
  • RICE, JOHN (Canada)
(73) Titulaires :
  • BAILEY METAL PRODUCTS LIMITED (Canada)
(71) Demandeurs :
  • BAILEY METAL PRODUCTS LIMITED (Canada)
(74) Agent: BLAKE, CASSELS & GRAYDON LLP
(74) Co-agent:
(45) Délivré: 2021-01-26
(22) Date de dépôt: 2013-12-31
(41) Mise à la disponibilité du public: 2015-06-30
Requête d'examen: 2018-12-04
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: S.O.

Abrégés

Abrégé français

Il est décrit une pièce dancrage encastrée pour placage en maçonnerie destinée à être fixée sur une paroi extérieure et à raccorder un placage en maçonnerie à la paroi extérieure, la pièce dancrage pour placage en maçonnerie comprenant une partie dancrage ayant des trous dattache pour recevoir un élément de fixation approprié pour fixer la partie dancrage à une surface extérieure de la paroi extérieure et une partie de retenue de fil de ligature sétendant perpendiculairement à la partie dancrage, la partie de retenue de fil de ligature ayant une extrémité raccordée à la partie dancrage et ayant une fente dans une extrémité opposée pour retenir un fil de ligature afin de raccorder le placage en maçonnerie à une paroi extérieure, les trous dattache étant alignés à la partie de retenue de fil de ligature pour transférer lextrusion et les charges de compression exercées sur la partie de retenue de fil de ligature directement à travers les éléments de fixation dans les trous dattache vers la paroi extérieure sans décaler un plan du transfert des forces.


Abrégé anglais

A flush mount masonry veneer anchor for mounting on an exterior wall and tying a masonry veneer to the exterior wall, the masonry veneer anchor comprising an anchoring portion with anchor holes to receive a suitable fastener to attach the anchoring portion to an exterior surface of the exterior wall and a tie wire holding portion extending perpendicularly from the anchoring portion, the tie wire holding portion having one end connected to the anchoring portion and having a slot in an opposite end for holding a tie wire for tying the masonry veneer to the exterior wall, the anchor holes being in line with the tie wire holding portion to transfer extrusion and compression loads exerted on the tie wire holding portion directly through fasteners in the anchor holes to the exterior wall without an offset of a plane of the transfer of the forces.

Revendications

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


THE EMBODIMENTS OF THE INVENTION IN WHICH AN EXCLUSIVE PROPERTY OR
PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. A
flush mount masonry veneer anchor for mounting on an exterior wall and tying a
masonry veneer to the exterior wall,
the masonry veneer anchor comprising an anchoring portion with anchor holes to
receive
a suitable fastener to attach the anchoring portion to an exterior surface of
the exterior wall and a
tie wire holding portion comprising a single body extending perpendicularly
from the anchoring
portion,
the tie wire holding portion having one end coupled to the anchoring portion
and having a
slot spaced from said anchoring portion in an opposite end for holding a tie
wire at a single point
through the single body of the tie wire holding portion for tying the masonry
veneer to the exterior
wall,
the anchor holes being above and below and in line with the tie wire holding
portion to
transfer extension and compression loads exerted on the tie wire holding
portion directly through
fasteners in the anchor holes to the exterior wall without an offset of a
plane of the transfer of the
forces;
and wherein said anchor portion and said tie wire holding portion are an
integral monolithic
structure.
2. A flush mount masonry veneer anchor according to claim 1 wherein the height
of the anchoring
portion is greater than the height of the tie wire holding portion and extends
above and below the
tie wire holding portion, the anchor holes being located in the portion of the
anchoring portion
above and below and in line with the tie wire holding portion.
3. A flush mount masonry veneer anchor according to claim 2 wherein said
anchoring portion
includes a first anchor base and an integral second anchor base;
said second anchor base is folded back to lie flat against the first anchor
base; and
said first anchor base, said second anchor base and said tie wire holding
portion are an
integral monolithic structure.
4. A flush mount masonry veneer anchor according to claim 3 wherein said
anchoring portion and
said tie wire holding portion are formed of a single sheet of metal and said
tie wire portion is bent
to a position generally perpendicular to said base portion.
9

5. A flush mount masonry veneer anchor according to claim 3 wherein said first
anchor base and
said second anchor base are fixed together.
6. A flush mount masonry veneer anchor as claimed in claim 5 wherein said
first anchor base and
said second anchor base are spot welded together.
7. A flush mount masonry veneer anchor as claimed in claim 5 wherein said
first anchor base and
said second anchor base are fixed together by metal adhesive between an
outward directed face
of the first anchor base and an inward directed second anchor base.
8. A flush mount masonry veneer for mounting on exterior wall and typing a
masonry veneer to
the exterior wall,
the masonry veneer anchor comprising a generally E-shaped anchoring portion
having a
top tab, a central tab and a bottom tab with anchor holes to receive a
suitable fastener to attach
the anchoring portion to an exterior surface of the exterior wall and a tie
wire holding portion
comprising a single body portion extending perpendicularly from the anchoring
portion;
the tie wire holding portion having one end coupled to the anchoring portion
and having
a slot spaced from said anchor portion in an opposite end for holding a tie
wire for tying the
masonry veneer to the exterior wall, the anchor holes being above and below
and in line with the
tie wire holding portion to transfer extension and compression loads exerted
on the tie wire holding
portion directly through fasteners in the anchor holes to the exterior wall
without an offset of a
plane of the transfer of the forces;
said anchor portion and said tie wire holding portion are an integral
monolithic structure;
and wherein the height of the anchoring portion is greater than the height of
the tie wire holding
portion and extends above and below the tie wire holding portion, the anchor
holes being located
in the portion of the anchoring portion above and below and in line with the
tie wire holding portion.
9. A flush mount masonry veneer anchor according to claim 8 wherein said
anchoring portion
includes a first anchor base and an integral second anchor base;
said second anchor base is folded back to lie flat against the first anchor
base; and
said first anchor base, said second anchor base and said tie wire holding
portion are an
integral monolithic structure.
10. A flush mount masonry veneer anchor according to claim 9 wherein said
anchoring portion
and said tie wire holding portion are formed of a single sheet of metal and
said tie wire portion is
bent to a position generally perpendicular to said base portion.

11. A flush mount masonry veneer anchor according to claim 9 wherein said
first anchor base
and said second anchor base are fixed together.
12. A flush mount masonry veneer anchor as claimed in claim 11 wherein said
first anchor base
and said second anchor base are spot welded together.
11

Description

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


CA 02838349 2013-12-31
13747CA
TITLE: FLUSH MOUNT BRICK VENEER ANCHOR
=
=
FIELD _________________ OF THE INVENTION
= =
The present invention is related to flush mount brick
veneer anchors for mounting on ai.11 exterior wall and tying
a masonry veneer to the exterior wall. In particular,
= the present invention is related to'flush mount brick
=
veneer anchor having an anchoring portion with anchor
holes for attaching to the exterior surface of an
exterior wall and a tie wire holding portion extending
perpendicularly from the anchoring portion. to hold a tie
wire for tying a masonry veneer to the exterior wall.
=
The anchoring holes are in line with the tie wire holding
portion. = =BACKGROUND OF TRE INVENTION
=
Cavity wails of a masonry veneer tied to a stud backup
wall are commonly utilized in construction to provide for
an esthetically pleasing appearance while being less
expensive than solid masonry walls. one common type of
=
cavity wall used in both residential and commercial
buildings is a brick veneer tied to a stud backup wall.
The brick veneer is tied to the stud backup wall by use
of masonry =or brick veneer anchors. There are two types ,
of such anchors in common use. Flush ,mount anchors which
= . mount to the exterior of the stud backup wall, and
through the wall anchors which pass through the exterior
wall covering and are mounted to the side of the stud in
the interior of the wall caVity. Flush mount brick
veneer anchors offer the advantage that it is not
necessary to cut or pierce the covering material for the
= 1

CA 02838349 2013-12-31
13747CA =
. =
stud backup wall in order to install the anchors. This
can maintain the integrity of the properties of the
exterior.covering of the stud backup wall. as well as
being simpler to install.
One disadvantage of flush mount anchors is that such
anchors are generally L-shaped with the base of L
.providing.an anchor plate for attachment to the stud
backup wall and the leg of the L provide a tie wire
holding portion with a slot at its end through which a.
brick tie wire is inserted. The brick tie wire.is
.mortared between two rows of bricks to provide a secure
connection between the brick veneer and backup wall. The
disadvantage of this type of construction is that the
mOunting holes are placed in the anchor plate to the side
.of the brick tie portion. and thus any compression or
extension forces exerted through the brick tie wire to
. the brick veneer anchor are offset from the anchor points
which can cause the anchor plate to pivot aboiat the
anchor points and weaken the connection between the =
.anchor plate and the stud backup wall. This offset can =
also result in damage to the exterior covering as the
anchor plate rotates about the anchor points.
= 25 There thus remains a need for a flush mount brick veneer
anchor which transfers the load from the tie wire holding
= portion directly through the anchor points to the stud
backup wall. =
SUMMARY OF THE INVENTION
= The present invention provides for a flush mount masonry
veneer anchor for mounting on an exterior wall and tying
a masonry veneer to the exterior wall. The masonry .=
2
=

CA 02838349 2013-12-31
1.3 4 /aA
veneer anchor comprises an anchoring portion with anchor
= holes to receive a suitable fastener to attach the
anchoring portion to 'an exterior surface of the exterior
wall and a tie wire holding portion extending
perpendicularly from the anchoring portion. The tie wire
holding portion'has one end connected to the anchoring
= portion and having a slot in an opposite end for holding
a tie wire for tying the -masonry veneer to the exterior
= wall. The anchor holes are provided in the anchoring
portion above and below and in line with the tie wire
holding portion to transfer extension and compression
loads exerted on the tie wire holding portion directly
through fasteners in the anchor holes to the exterior
wall without an offset of a plane of the transfer of the
forces.
In one aspect of the invention, the height of the
= anchoring.portion is greater than the height of the tie
= wire holding portion and extends above and below the tie
.20 wire holding portion, the anchor holes being located in
the portion of the anchoring plate above and below and in
line with the tie wire holding portion.
BRIEF DESCRIPTION OF THE DRAWINGS
Preferred embodiments of the present invention are
illustrated in the attached drawings in which:
Figure 1 is a perspective view of the blank from which a
30 first preferred embodiment of the flush mount brick
veneer anchor of the present invention is formed;
Figure 2 is a perspective view illustrating the fo/med
flush mount brick veneer anchor of Figure 1 in the
==
35 process of being mounted to an exterior wall;
3

CA 02838349 2013-12-31
13747CA
Figure 3 is a perspective view of the use of the flush
mount brick veneer anchor of Figure 1 for tying a brick
facing to the exterior wall;
==
Figure 4.is atop view partly in cross-section of the
flush mount brick veneer anchor of Figure 1;
.Figure 5 is a top view partly in 'dross-section of the
flush mount brick veneer anchor of Figure 1 attached to
an exterior wall;
Figure 6 is a perspective view of the second embodiment
of the flush mount brick veneer anchor of the present
invention;- and
=
Figure 7 is a perspective view of a third embodiment of
the flush mount brick veneer anchor of the present,
= invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
= 'A first embodiment of a flush mount brick veneer anchor
of the present invention is illustrated in Figures 1
through 5 generally indicated by the numeral 10. The
= 25 flush mount brick veneer anchor 10 is designed to mount
on the exterior covering 12 which is attached to studs 14
= making up an exterior wall. The flush mount brick veneer
anchor 10 is attached to the exterior wall by screws 18
inserted through mounting holes 20 in the flush. mount
brick veneer anchor through the exterior covering '12 and
. into the stud 14 of the exterior wall. In this way the
.forces exerted on the brick veneer'anchor 10 are passed
=
through to the support provided by the studs 14 of the
exterior wall by means of the anchoring screws 18.
4

CA 02838349 2013-12-31
13747CA
The flush mount brick veneer anchor of the present
= invention has an anchoring portion 22 which holds the
mounting holes 20 and a tie wire holding portion 24
extending perpendicularly from the anchoring portion 22
and having a slot 26 to hold the tie wire 28 for tying a
brick facing 30 to the exterior wall,
=
In the first embodiment illustrated in Figures 1 through
5 the anchoring portion 22 is a doubled up layer.of metal
with the tie wire holding portion 24 extending
perpendicularly from the outer layer of the doubled up
metal. This brick veneer anchor 10 is formed of a blank
of metal which is cut to the desired size and slit to
form the tie wire holding portion and the mounting holes
punched out along with the tie wire receiving slot 26
during the initial step of the manufacturing process:
The brick veneer anchor 10 is then folded along the fold
lines 32 and 34 as shown in Figure 1 to form the doubled
20 up anchoring portion 22 with the tie wire receiving
= . . portion 24 extending perpendicularly from the outer layer
of the doubled up anchoring portion 22. Fold line 34 is
in line with the mounting holes. 20. The two layers of
the anchoring portion 22 are then attached to one
= 25 another, either through spot welding or suitable metal
adhesives between the two layers.
Figures 2 through 5 illustrate the use of the first
embodiment of the flush mount brick veneer anchor 10 of
the present invention. The flush mount brick veneer
anchor 10 is attached to the exterior surface of the
covering by means of suitable fastening means 18 which
are driven through the mounting hole 20 and the exterior
covering material 12 into the stud 14 of the exterior
5 .

CA 02838349 2013-12-31
13747CA
wall. A brick tie wire 28 is fed through the tie wire
holding opening 26 of the tie wire holding portion 24 and
is mortared between bricks of the brick veneer wall to
tie the brick veneer wall to the backup wall and to
provide an intermediate air space or cavity for air
circulation.
A second embodiment of .a flush mount.brick veneer anchor
of the present invention is illustrated.in Figure 6
generally indicated by the numeral 50. This embodiment
of the flush mount brick veneer anchor 50 has a single
layer anchoring portion 52 which holds the mounting holes
54 and the tie wire holding. portion 56 extending
perpendicularly from the anchoring portion 52 to hold the.
tie wire 28 for tying a brick facing to the exterior
wall. Similar to the first embodiment, this embodiment
=
of the flush 'mount brick veneer anchor 50 is formed from'
a single piece of metal by cutting slits from an edge of
the anchoring portion to a bend line in line with the
= 20 mounting holes, 54 and the tie wire holding portion 56 is
bent along the bend line perpendicularly away from the
anchoring portion. As illustrated in Figure 6, it is. =
preferred if the anchoring portion is an "E" shape with .a.
central tab 60 centrally located between the edges of the .
= 25 tie wire holding portion 56. Central tab 60 provides for
an increase support surface for the anchoring portion 52
against the covering material of the exterior wall. .
A third embodiment of a flush mount brick veneer anchor
= 30 of the present invention is illustrated in Figure 7
generally indicated by the numeral 80. Similar to the
other embodiments, brick:veneer anchor 80 has an
anOhoring portion 82 which holds the mounting holes 84
and a tie wire holding portion 86 extending
=
6

CA 02838349 2013-12-31
13747CA
perpendicularly from the anchoring portion 82 holding tie
wire 28 for tying a brick facing to the exterior wall.
Similar to the second. embodiment, this embodiment of the
brick veneer anchor 80 has an "E" shape with a central
tab 90 to increase the support area of the anchoring .
portion 82 against the surface of the exterior covering ,
of the backup wall. In this embodiment however the
central tab is formed by a D cut in the central portion
of the anchoring portion 82 to the opposite side of the
cuts utilized to form the tie .wire holding portion 86. .
During the bending operation to form the flush motnt
brick'veneer anchor 80 as the tie wire holding portion 86
is bent to extend perpendicularly from the anchoring
portion 82, the central tab 90 is bent to be displaced
.180 from its original position on the anchoring portion
to project:to the opposite side of the tie wire holding
= = portion 86. This design of the flush meunt brick veneer
anchor of the present invention offers an additional
advantage in that it requires less metal to be utilized
= 20 in the construction of the flush mount brick veneer
anchor while maintaining the desired support and other
advantages of the present invention. This results in the
decreased cost of production of the flush mount brick
veneer anchor.
= 25 =
The flush Mount brick veneer anchor of the present-
invention provides for mounting holes to attach the brick
veneer anchor to a backup wall being aligned with the tie
wire holding portion. In this way, any forces exerted .
30 through the brick tie wire to the brick veneer .anchor
and, in particular,' the typical compression and extension
forces, are transferred directly through the mounting
points to the backup' wall. This overcomes prior art
disadvantages of the anchor plate pivoting about the
7

CA 02838349 2013-12-31
13747CA
mounting points under extreme loads and weakening the
connection between the anchor plate and the backup wall
thus minimizing potential damage to the exterior covering
of the backup wall as the anchor plate rotates about the
anchor points.
Although various preferred embodiments of the present
invention have= been described herein in detail, it would
be appreciated by those skilled in the art that
variations may be made thereto without departing from the =
= spirit of the invention or the scope of the appended
claims.
=
=
=
=
=
=
=
8

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 2021-01-26
(22) Dépôt 2013-12-31
(41) Mise à la disponibilité du public 2015-06-30
Requête d'examen 2018-12-04
(45) Délivré 2021-01-26

Historique d'abandonnement

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

Taxes périodiques

Dernier paiement au montant de 263,14 $ a été reçu le 2023-11-27


 Montants des taxes pour le maintien en état à venir

Description Date Montant
Prochain paiement si taxe générale 2024-12-31 347,00 $
Prochain paiement si taxe applicable aux petites entités 2024-12-31 125,00 $

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 paiements

Type de taxes Anniversaire Échéance Montant payé Date payée
Le dépôt d'une demande de brevet 400,00 $ 2013-12-31
Enregistrement de documents 100,00 $ 2014-07-09
Taxe de maintien en état - Demande - nouvelle loi 2 2015-12-31 100,00 $ 2015-12-03
Taxe de maintien en état - Demande - nouvelle loi 3 2017-01-03 100,00 $ 2016-12-05
Taxe de maintien en état - Demande - nouvelle loi 4 2018-01-02 100,00 $ 2017-12-01
Requête d'examen 800,00 $ 2018-12-04
Taxe de maintien en état - Demande - nouvelle loi 5 2018-12-31 200,00 $ 2018-12-04
Enregistrement de documents 100,00 $ 2019-02-14
Taxe de maintien en état - Demande - nouvelle loi 6 2019-12-31 200,00 $ 2019-11-25
Taxe finale 2021-03-05 300,00 $ 2020-12-03
Taxe de maintien en état - Demande - nouvelle loi 7 2020-12-31 200,00 $ 2020-12-18
Enregistrement de documents 2021-06-29 100,00 $ 2021-06-29
Taxe de maintien en état - brevet - nouvelle loi 8 2021-12-31 204,00 $ 2021-10-22
Taxe de maintien en état - brevet - nouvelle loi 9 2023-01-03 203,59 $ 2022-10-31
Taxe de maintien en état - brevet - nouvelle loi 10 2024-01-02 263,14 $ 2023-11-27
Titulaires au dossier

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

Titulaires actuels au dossier
BAILEY METAL PRODUCTS LIMITED
Titulaires antérieures au dossier
S.O.
Les propriétaires antérieurs qui ne figurent pas dans la liste des « Propriétaires au dossier » apparaîtront dans d'autres documents au dossier.
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Description du
Document 
Date
(yyyy-mm-dd) 
Nombre de pages   Taille de l'image (Ko) 
Modification 2020-04-17 12 429
Revendications 2020-04-17 3 113
Demande d'examen 2020-05-28 3 135
Modification 2020-06-29 11 337
Changement à la méthode de correspondance 2020-06-29 3 62
Revendications 2020-06-29 3 114
Taxe finale 2020-12-03 5 104
Dessins représentatifs 2021-01-04 1 12
Page couverture 2021-01-04 1 41
Paiement de taxe périodique 2022-10-31 1 33
Page couverture 2015-07-14 1 36
Abrégé 2013-12-31 1 21
Description 2013-12-31 8 260
Revendications 2013-12-31 1 33
Dessins 2013-12-31 3 73
Dessins représentatifs 2015-06-02 1 4
Requête d'examen 2018-12-04 1 42
Demande d'examen 2019-10-18 4 229
Cession 2013-12-31 4 133
Cession 2014-07-09 3 115
Paiement de taxe périodique 2023-11-27 1 33