Note: Descriptions are shown in the official language in which they were submitted.
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Title: CONNECTOR AND SYSTEM FOR SUPPORTING VENEER PANELS
FIELD OF THE INVENTION
This invention relates to a connector for securing veneer to
back-up walls.
BACKGROUND OF THE INVENTION
Many construction techniques have been developed for
commercial buildings utilizing a back-up wall and a set of thin walled veneer
panels that are supported on the back-up wall. Typically, there is a cavity
between the veneer panels and the back-up wall to allow for the insertion of
insulation and other materials. The veneer panels are connected to the back
up wall using any of several different styles of connectors that are currently
available. In addition to supporting the veneer panels, these connectors
typically withstand various other loads, such as shear and wind loads.
Typically prior art connectors are relatively expensive to
manufacture, and offer relatively poor load-bearing capacity for their weight
and cost. One such prior art connector consists of an L-shaped member, and
a veneer connector plate. The vertical portion of the L-shaped member is
mounted to the back-up wall, and the horizontal portion extends outwardly
therefrom. The horizontal portion typically includes slotted holes
therethrough, for the mounting of the veneer connector plate thereon. The
veneer connector plate extends outwards and supports at its outwardmost
edge, a portion of a veneer panel.
For several reasons, these connectors are typically relatively
expensive, and can add to the overall cost of erecting a building. One reason
for their cost is that, to support the required loads during use, such
connectors
are typically required to be made from relatively thick materials. For
example,
for some applications, the L-shaped member is made from angle having a
3/8" wall thickness. Furthermore, many building codes require such
connectors to be made from stainless steel, to resist corrosion and
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subsequent weakening or failure. Because of this materials requirement, the
cost of the L-shaped member is increased substantially.
Furthermore, in order to cut 3/8" thick angle when making the L-
shaped member, a sophisticated cutting device may be required, such as, for
example, a plasma cutter. Plasma cutters are typically more expensive to
operate than other cutting devices, and also, plasma cutter operators are
more expensive than other cutting machine operators due to their relatively
uncommon expertise.
A further issue driving the cost of prior art connectors is that,
typically, they include at least two stainless steel bolts in their assembly,
for
example, to attach the veneer connector to the L-shaped piece. Stainless
steel bolts are relatively expensive and can add significantly to the overall
cost
of the connector.
Accordingly, there is a need for a connector that is relatively
inexpensive to manufacture, for use in supporting veneer panels.
SUMMARY OF THE INVENTION
In a first aspect, the invention is directed to a connector for
coupling a veneer panel to a back-up wall. The connector includes a veneer
connector and a support member. The support member includes a mounting
flange. The mounting flange is adapted for securing the support member to
the back-up wall. The support member further includes a first support
member side wall and a second support member side wall. The first and
second support member side walls extend outwardly from the mounting
flange, and are connected to the mounting flange along a generally vertical
line. The veneer connector is adapted to support a generally horizontal edge
of the veneer panel. The veneer connector is connectable with respect to the
support member for support by the first and second side walls.
In a second aspect, the invention is directed to a plurality of
connectors for retaining at least one veneer panel on a back up wall. The
veneer panel has a top edge and a bottom edge. Each connector includes a
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veneer connector and a support member. The support member includes a
mounting flange. The mounting flange is adapted for securing the support
member to the back-up wall. The support member further includes a first
support member side wall and a second support member side wall. The first
and second support member side walls extend outwardly from the mounting
flange, and are connected to the mounting flange along a generally vertical
line. The veneer connector is adapted to support a generally horizontal edge
of the at least one veneer panel. The veneer connector is connectable with
respect to the support member for support by the first and second side walls.
The connectors are mountable on the back up wall such that at least one
veneer connector supports each of the top and bottom edges of the at least
one veneer panel.
BRIEF DESCRIPTION OF THE DRAWINGS
For a better understanding of the present invention and to show
clearly how it may be carried into effect, reference will now be made, by way
of example, to the accompanying drawings, in which:
Figure 1 is a perspective view of a system of connectors in
accordance with a first embodiment of the present invention, supporting
panels of veneer on a back up wall;
Figure 2 is a magnified plan view of a veneer connector shown
in Figure 1;
Figure 2a is a plan view of a variant of the veneer connector
shown in Figure 2;
Figure 3 is a perspective view of a portion of the veneer
connector shown in Figure 2, supporting a panel of veneer;
Figure 4 is a magnified perspective view of a support member
shown in Figure 1;
Figure 5 is a magnified perspective view of the connector shown
in Figure 1;
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Figure 5a is an end view of the connector shown in Figure 5,
partially sectioned for greater clarity, with a variant to the fastener shown
in
Figure 5;
Figure 6a is a magnified plan view of the support member
shown in Figure 1, in a partial state of manufacture;
Figure 6b is a perspective view of the support member shown in
Figure 6a in a further state of manufacture;
Figure 7 is a magnified perspective view of an alternative veneer
connector to that which is shown in Figure 1;
Figure 8 is a perspective view of a variant of the support
member shown in Figure 4;
Figure 8a is an end view the support member variant shown in
Figure 8, supporting a veneer panel;
Figure 9 is a end view of another variant of the support member
shown in Figure 4;
Figure 10 is a end view of yet another variant of the support
member shown in Figure 4;
Figure 11 is a plan view of a work piece that is in a partial state
of manufacture, which can be made into either of the support members shown
in Figures 9 and 10;
Figures 12a and 12b are perspective views of the work piece
shown in Figure 11, in a further state of manufacture;
Figure 13 is a plan view of a system, made up of the connectors
shown in Figures 9 and 10, supporting veneer panels to a back-up wall;
Figure 14 is a top view of a variant of the support member
shown in Figure 4;
Figure 15 is an front view of another variant of the support
member shown in Figure 4;
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Figure 16 is a perspective view of a connector in accordance
with another embodiment of the present invention;
Figure 17 is a front view of the connector shown is Figure 16;
Figure 18 is a perspective view of another variant of the support
member shown in Figure 4; and
Figure 19 is a perspective view of another variant of the support
member shown in Figure 4.
DETAILED DESCRIPTION OF THE INVENTION
Reference is made to Figure 1, which shows a system of
connectors 10 in accordance with a preferred embodiment of the present
invention. The connector 10 includes a veneer connector 12 for connecting
with a veneer panel 14, and a support member 16 adapted for receiving the
veneer connector 12 and for securement to a back-up wall 18. The connector
10 may be made of any suitable material, such as 10 or 11 gauge stainless
steel. The connector 10 is preferably free of welds and formed from a single
sheet of metal manufactured into the desired shape. The veneer panel 14 is
may be a natural stone material, such as marble or granite. The veneer panel
14 may be a thin-walled panel, which is typically known as a thin masonry
veneer panel, which many building codes reguire to be individually supported
(ie. each panel must be supported individually). It will be noted that the
mortar that would typically exist between adjacent veneer panels 14 has been
removed from the Figures for greater clarity.
The back-up wall 18 may be of form-poured concrete
construction. Alternatively, the back-up wall 18 may be constructed of any
suitable material, such as, for example, metallic studs, or block masonry. The
veneer panels 14 may be spaced from the back-up wall 18 to provide a cavity
20 therebetween. Optionally, an insulation material 24 and a vapour barrier
26 may be installed in the cavity 20.
Reference is made to Figure 2, which shows the veneer
connector 12 in plan view. The veneer connector 12 may have a generally
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rectangular shape and has a first edge 28 and a second edge 30. An
adjustment aperture 32 may be positioned adjacent the first edge 28.
Referring to Figure 5, the adjustment aperture 32 is used to receive a
fastener
65 to join the veneer connector 12 to the support member 16. Referring to
Figure 2, the adjustment aperture 32 may be generally elongate to permit
adjustment of the position of the veneer connector 12 within the support
member 16, as will be discussed further below.
The veneer connector 12 includes a plurality of veneer
connection apertures 34, which may be positioned proximate the second edge
30. The veneer connector 12 may include any suitable number of veneer
connection apertures 34, such as, for example, three apertures 34, as shown
in Figure 2. Referring to Figure 3, the veneer connection apertures 34 permit
the pass-through of fastening ties 36 that extend from the edge of the veneer
panel 14. The veneer connection apertures 34 may be generally circular, and
may be sized to permit easy pass-through of the fastening ties 36, but are not
required to be so large as to facilitate substantial adjustment of the veneer
14
relative to the veneer connector 12.
The veneer connection apertures 34 are positioned proximate
the second edge 30 of the veneer connector 12 to prevent the unwanted
protrusion of the second edge 30 past the outer face of the veneer 14. Thus,
the second edge 30 can be buried in the mortar between vertically adjacent
panels of veneer 14.
Referring to Figure 2a, an alternative veneer connector 12' is
shown, which has a plurality of veneer connection apertures 34' which are
elongate to provide further adjustability of the veneer connector 12 with
respect to the fastening ties 36.
Referring to Figure 3, a securing means 40 prevents veneer 14
from disengaging from veneer connector 12. Securing means 40 may be any
suitable means, such as, for example, a mechanical fastener or a weld.
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The veneer connector 12 supports the veneer panel 14 (Figure
1) during use generally in the region of the veneer connection apertures 34.
The load imparted to the veneer connector 12 from the weight of the veneer
panel 14 is shown at F.
Reference is made to Figure 4, which shows the support
member 16 in more detail. The support member 16 includes a mounting
flange 42 and a support portion 44. The mounting flange 42 is adapted for
mounting the support member 16 to the back-up wall 18 (Figure 1).
The mounting flange 42 has an adjustment aperture 50
therethrough, which is adapted to receive a fastener 52, for fastening the
support member 16 to the back-up wall 18 (Figure 1). The adjustment
aperture 50 may be generally elongate, as shown in Figure 4, to permit
adjustment of the support member 16 in the vertical direction. Such vertical
adjustment capability facilitates aligning the support members 16 in a row on
the back-up wall 18 (Figure 1).
The mounting flange 42 also includes a securing aperture 54
therethrough, may be positioned on the other side of the mounting flange 48,
generally opposite the adjustment aperture 50. The securing aperture 54 is
adapted for receiving a fastener 56 therethrough to further retain the support
member 16 on the back-up wall 18 (Figure 1), and to fix the position of the
support member 16 therewith. Once the desired adjustment to the position of
the support member 16 has been made using the fastener 52 and the
adjustment aperture 50, the fastener 56 may be passed through the aperture
54 and into the back up wall 18 (Figure 1), to fix the position of the support
member 16.
Reference is made to Figure 5, which shows the support portion
44 of the support member 16 more clearly. The support portion 44 extends
from the mounting flange 42 in a generally vertical plane denoted by the axes
(y) and (z), and joins the mounting flange 42 along two generally vertical
lines
which extend generally in the vertical (y) direction. By extending in a
generally
vertical plane, the support portion 44 is provided with a generally greater
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resistance to vertical bending forces, which result from the load F, that
arise
when the connector 10 supports a veneer panel 14 (Figure 1). In other words,
the configuration of the support portion 44 provides the support member 16
with a relatively high moment of inertia in the vertical (y) direction,
compared
to a typical L-shaped member used in connectors of the prior art.
The support portion 44 is made up of two spaced apart side
walls 58, which are connected at their respective upper ends by a top portion
59. The top portion 59 and the spaced configuration of the side walls 58
provide resistance to bending loads that can occur in the lateral (x)
direction
during use. It is expected that any lateral loads will be smaller than the
vertical
loads incurred from the weight of the veneer 14 (Figure 1 ). As a result, the
moment of inertia in the lateral (x) direction may be smaller than that in the
vertical (y) direction.
The top portion 59 can thus be referred to as a horizontal load
support wall 59. As such it is not necessary for the horizontal load support
wall 59 to be positioned at the top of the support member 16. For example,
referring to Figure 18, a support member 130 is shown, having a horizontal
load support wall 132 positioned at the bottom of the two side walls 58. The
support member 130 may otherwise be similar to the support member 16
(Figure 5).
In the embodiments in Figure 5, the horizontal load support wall
59 may be made contiguous such that the adjustment aperture 62 is not
provided thereon. Instead the opposing end (ie. the bottom end) of the side
walls 58, which is not covered, may act as the adjustment aperture in the Z
direction. Thus, the fastener 65 could mount between the open bottom end of
the side walls 58 and the veneer connector 14. Similarly, in the embodiment
in Figure 18, horizontal support wall 132 may be made contiguous such that
the adjustment aperture 62 is not provided thereon. Instead the opposing end
(ie. the top end) of the side walls 58, which is not covered, may act as the
adjustment aperture in the Z direction. Thus, the fastener 65 (not shown in
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Figure 18) 65 could mount between the open top end of the side walls 58 and
the veneer connector 14.
Referring to Figure 5, the side walls 58 are advantageously
joined together by the horizontal load support wall 59. However, the
horizontal load support wall 59 could be omitted, as shown in the embodiment
shown Figure 19. Figure 19 shows a support member 134 that has a
contiguous flange portion 136. The side walls 138 extend outwards from the
flange portion 136 and are joined to the flange portion along generally
vertical,
spaced apart lines. The side walls 138 could be joined to the flange portion
by any suitable means, such as, for example, welding.
Referring to Figure 5, the side walls 58 together define a slot
portion 60, which may extend in a generally horizontal (x-z) plane, for
receiving and supporting the veneer connector 12. The slot 60 permits the
lateral adjustment of the veneer connector 12 in both the (x) direction and in
the z direction. The slot 60 is made sufficiently deep so that the veneer
connector 12 is supported along a substantial portion of its length. More
particularly, the support portion 44 extends outwards to support the veneer
connector 12 proximate its load supporting region, ie. the region about the
apertures 34 where the load F is imparted to the veneer connector 12 by the
veneer panel 14 (Figure 1). This reduces bending stresses on the veneer
connector 12 in use when supporting a veneer panel 14 (Figure 1).
The slot 60 is preferably positioned proximate the upper ends of
the side walls 58, to reduce its impact on the overall moment of inertia of
the
support portion 44 in the vertical (y) direction. It will be noted that the
slot 60
may extend in a plane that is other than horizontal. For example the slot 60
may be angled generally downwards towards its blind end, so that the veneer
connector 12 may be retained in place temporarily without the use of a
fastener.
An adjustment aperture 62 may be defined in the upper portion
59, for receiving the fastener 65 therethrough. The fastener 65 may pass
through the adjustment aperture 62 and the adjustment aperture 32 in the
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veneer connector 12 for fixedly retaining the veneer connector 12 in place in
the support member 16. The adjustment aperture 62 may be generally
elongate, and may extend in a direction that is generally perpendicular the
aperture 32 in the veneer connector 12. In this way, the apertures 62 and 32
cooperate to provide adjustment for the veneer connector 12 within the slot 60
in both the (x) and (z) directions.
The fastener 65 may be any suitable type of fastener. For
example, the fastener 65 may be made up of a stainless steel hex-head bolt
65a, a washer 65b, and a nut 65c. The hex head bolt 65a extends upwards
from under the veneer connector 12, and is sized so that the side walls 58
capture the head of the bolt 65a and prevent it from rotating. The threaded
end of the bolt 65a passes up and through the adjustment aperture 62 on the
support member 16. The washer 65b and nut 65c are positioned on the
exposed end of the bolt 65a and are tightened to provide a secure connection
between the support member 16 and the veneer connector 12. By having
captured the bolt 65a between the side walls 58, the task of installing the
fastener 65 is facilitated. It will be noted that other types of bolts and
other
types of fasteners altogether could alternatively be used to connect the
support member 16 and the veneer connector 12.
Reference is made to Figure 5a, which shows an alternative
washer 65b' that can be used as part of the connector 65. The washer 65b'
may have a generally arcuate shape in side view and extends downwards to
capture the side walls 58 of the support member 16. When the nut 65c is
tightened, the washer 65b' captures and pushes together the side walls 58,
further strengthening their capture of the head of the bolt 65a. Thus, as the
tightening force on the nut 65c is increased, the capturing force of the side
walls 58 on the bolt 65a is increased, inhibiting the bolt 65a from rotating
as a
result of the increased tightening force.
It will be noted that the washer 65b' may have any suitable
shape for pushing the side walls 58 together. For example, the washer 65b'
may alternatively have an inverted V-shape in side view instead of an arcuate
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shape. Furthermore, the washer 65b' may have any shape in plan view. For
example, the washer 65b' may have a generally circular shape or may
alternatively have a rectangular shape so that it better captures the side
walls
58.
Reference is made to Figure 6a, which shows a plate 70 which
may be used to manufacture the support member 16 (Figure 1). The plate 70
may be machined with a plurality of apertures and slots which will ultimately
form the slot 60, the aperture 62 and the mounting apertures 50 and 54.
Furthermore, a slot 72 may be machined into the plates 70, to remove
unnecessary material. Once the plate 70 is machined with the appropriate
slots and apertures, it may be bent into the shape of the support member 16
by two primary bending operations. The first bending operation bends the two
tabs shown at 74 and 76 along a bend line 78, resulting in the structure 79
shown in Figure 6b. The tabs 74 and 76 will ultimately form the mounting
flange 42 (Figure 4). The second bending operation involves folding the plate
70 generally about a fold line 80. The folding of the plate 70 may be
performed on a radiused surface thereby forming the upper portion 59 and the
spaced apart side walls 58. Manufacturing the support member 16 in this way
saves cost and manufacturing time while providing a relatively strong
resulting
structure. It will be noted that the order of operations described is
preferable,
but may alternatively be rearranged in any suitable way.
By making the support member 16 by appropriately machining
and by applying two simple bends to the single, integral plate 70, the cost of
manufacture for the support member 16 are reduced, relative to complex
structures of the prior art which are made from multiple pieces which are
welded together.
Reference is made to Figure 1, which shows the connector 10 in
use. In use, a plurality of connectors 10 are used to support a plurality of
panels of veneer 14 in a spaced relationship from the back up wall 18 of a
structure such as an office tower. The support members 16 are mounted to
the back-up wall, and may be spaced from each other in a generally
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horizontally and vertically extending array. The veneer connectors 12 are
positioned in the slots 60 (Figure 5), and extend therefrom to support the
veneer panels 14. The fastening ties 36 (Figure 3) extend between vertically
adjacent veneer panels 14 and pass through the veneer connection apertures
34, which retain the panels 14 in place. Furthermore, mortar may be used to
close any air gap adjacent veneer panels 14, and to assist in retaining the
panels 14 in place. The vertical load F that results from the weight of the
veneer panels 14 is supported by the veneer connectors 12, and in turn, by
the support members 16. Because the support members 16 have generally
high moments of inertia in the vertical direction, they are able to be made
with
relatively thin gauge material for supporting the load imposed thereon by the
veneer panels 14. It will be noted that while two connectors 10 are shown
along the top edge of each veneer panel 14, any suitable number of
connectors 10 may be used to support each veneer panel 14, depending on
the nature of the specific application.
Reference is made to Figure 7, which shows a veneer connector
82, which may be used alternatively to the veneer connector 12. The veneer
connector 82 may be similar to the veneer connector 12 (Figure 2), or the
veneer connector 12' (Figure 2a), except that the veneer connector 82 has a
pair of side webs 84 that extend vertically from the side edges of the veneer
connector 82. The side webs 84 may extend generally along substantially the
entire length of the veneer connector 82, except for the portion 86 of the
veneer connector 82 that will be embedded within the gap between adjacent
veneer panels 14 (Figure 1 ). The side webs 84 provide increased bending
resistance to the veneer connector 82, relative to the veneer connector 12
(Figure 2), because the side webs 84 generally increase the moment of inertia
of the veneer connector 82.
Reference is made to Figure 8, which shows a support member
88 that maybe used as an alternative to the support member 16 (Figure 4).
The support member 88 may be similar to the support member 16, except that
the support member 88 has a slot 90 that positioned closer to the bottom of
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the support member 88, relative to the slot 60 on the support member 16
(Figure 4). The slot 90 may otherwise be similar to the slot 60, and is for
receiving and retaining the veneer connector 12 or 82 (Figures 2 and 2a).
Referring to Figure 8a, the slot 90 is positioned sufficiently low, so that,
when
the support member 88 is being mounted to the back-up wall 18 proximate the
top edge of a veneer panel 14, the veneer panel 14 does not completely
obstruct access to the adjustment aperture and the securing aperture, which
are shown at 92 and 94 respectively. Thus, the relatively lower position of
the
slot 90 facilitates the mounting of the support member 88.
Reference is made to Figure 9, which shows a support member
96, which is another alternative to the support member 16. The support
member 96 may be similar to the support member 16, except that the support
member 96 has an adjustment aperture 98 that is elongate along an angle A
from the vertical. The adjustment aperture 98 in the embodiment shown in
Figure 9 provides vertical adjustability for the support member 96, in a
similar
way to the adjustment aperture 50 on the support member 16 (Figure 4).
During vertical adjustment of the support member 96, however, the support
member 96 will be shifted by a certain amount horizontally. Preferably, the
angle A from the vertical is small, to reduce the horizontal shift that occurs
during vertical adjustment of the support member 96. Referring to Figure 10,
a support member 96' may also be made which has an adjustment aperture
98' that is a mirror image of the adjustment aperture 98 (Figure 9).
The support member 16, as shown in Figure 5, has a support
portion 44 that extends generally orthogonally outwards from the plane of the
mounting flange 42. It is, however, possible for the support portion 44 to
extend outwards from the mounting flange 42, at an angle such that it is not
orthogonal to the mounting flange 42, as shown in Figure 14. In the variant
shown in Figure 14, the side walls 58 of the support portion 44 are supported
along generally vertical lines by the mounting flange 42 and thus have a
greater resistance to bending under a vertical load imposed thereupon,
relative to a typical L-shaped member used in connectors of the prior art.
This
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is true even though the side walls 58 extend outward from the mounting
flange 42 at an angle such that they are not orthogonal to the mounting flange
42.
The side walls 58 of the support portion 44 are shown in Figure
5 as being supported along vertical lines by the mounting flange 42. It is not
necessary that the support be provide along strictly vertical lines however.
Referring to Figure 15, the support member 16 is advantageous relative to L-
shaped members of the prior art, even though the side walls 58 are not
strictly
vertical, and are supported by the mounting flange 42 along lines that are off
of vertical by some small amount. Throughout this disclosure and the
accompanying claims, the term "generally vertical" is meant to include lines
or
planes that are strictly vertical and those that are off of vertical within a
selected range. While the selected range is preferably small so that the side
walls 58 are relatively close to vertical, the range could alternatively be
relatively large while still providing a structure that is advantageous
relative to
L-shaped connectors of the prior art. For example, the range could be as
large as 45 degrees off of vertical in each direction.
Reference is made to Figure 16, which shows a connector 110,
in accordance with another embodiment of the present invention. The
connector 110 includes a support member 112 and a veneer connector 114.
The support member 112 may be similar to the support member 16 (Figure 4),
except that the support member 112 supports the veneer connector on its
upper surface, shown at 116, instead of supporting the veneer connector 114
in a slot.
The upper support wall 116 may be made generally planer to
assist in supporting and stabilizing the veneer connector 114. The adjustment
aperture 62 is provided in the upper support wall 116. The upper support wall
116 extends between the two spaced apart side walls 118. The side walls
118 may be similar to the side walls 58, shown in the support member 16,
shown in Figure 5. The upper support wall 116, thus acts as the horizontal
support for the side walls 118.
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The veneer connector 114 rests on top of the upper support wall
116. The veneer connector 114 has the adjustment aperture 32 which is
alignable with the adjustment aperture 62 on the support member 112 when
the veneer connector is positioned on the upper support wall 116. The
adjustment aperture 32 is generally perpendicular to the adjustment aperture
62 in order to provide adjustability for the veneer connector 114 on the
support member 112 in two orthogonal directions in a horizontal plane.
Referring to Figure 17, the fastener 65 may be provided for
joining the veneer connector 114 to the support member 112. The fastener
65 may include the hex head bolt 65a, the washer 65b, the nut 65c, and a
washer 65d. The washers 65b and 65d are provided to inhibit the pulling
through of the bolt 65a or nut 65c through the adjustment apertures 62 and 32
during assembly and use of the connector 110.
Referring to Figure 16, the veneer connector 114 includes the
veneer connection apertures 34, positioned proximate its second, or outside,
edge 30. The veneer connection apertures 34 may include a centre aperture
34a and two outer apertures 34b. The centre aperture 34a may be generally
circular while the outer apertures 34b may be slotted to provide flexibility
in
receiving imperfectly positioned fastening ties 36 (Figure 3) on the veneer
panels 14 (Figure 3).
The veneer connector 114 may include a pair of side webs 120,
which may be similar to the side webs 84 on the veneer connector 82, as
shown in Figure 7.
The veneer connector 114 may include one or more
strengthening ribs 121 on its upper surface 122. The strengthening ribs 121
provide additional vertical bending resistance for the central region of the
veneer connector 114 which is spaced relatively far away from the side webs
120. By positioning the strengthening ribs 121 on the upper surface 122, they
do not create an interference hazard when mounting the veneer connector
114 on the support member 112. Like the side webs 120, the strengthening
ribs 121 must be positioned so as not to obstruct the connection of the veneer
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connector 114 with the veneer panel 14 that will ultimately sit above it (see
Figure 3).
Referring to Figure 11, the support members 96 and 96' may be
manufactured from a common plate 100. The common plate 100 may be
similar to the plate 70 (Figure 6a), except that the common plate 100 has an
aperture 102 therein, that will ultimately become the adjustment aperture 98
(Figure 9), or the adjustment aperture 98' (Figure 10), depending on which
way the plate 100 is folded during manufacture. For example, referring to
Figure 12a, the tabs on the plate 100, which are shown at 104 may be folded
in a first direction, so that the plate 100 will ultimately form the support
member 96. However, referring to Figure 12b, the tabs 104 may be folded in
a second direction that is opposite the first direction, so that the plate 100
ultimately forms the support member 96'.
Reference is made to Figure 13, which shows a system of
connectors 106 and 108, which cooperate in pairs to support veneer panels
14. The connectors 106 and 108 may be similar to the connector 10 (Figure
1), and include a suitable veneer connector, such as the veneer connector 12.
However, the connectors 106 and 108 include the support members 96 and
96' respectively, instead of the support member 16 (Figure 1 ).
The top and bottom edges of the panel 14 are supported by at
least one of each connector 106 and 108. As a result, the weight of the panel
14 is prevented from dragging the connectors 106 and 108 down the wall 18,
because the adjustment apertures extend in different directions. Thus,
because the adjustment apertures 98 and 98' are not parallel to each other
when the connectors 106 and 108 are installed on the back-up wall and are in
use, the adjustment apertures 98 and 98' cooperate with their respective
fasteners and with each other to prevent the connectors 106 and 108 from
being dragged down from their supported load.
It will be noted that more than one of each connector 106 and
108 may be used to support an edge of the veneer panel 14. For example,
several of one type of connector, eg. connector 106 and one or two of the
CA 02518030 2005-09-02
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other type of connector, eg. connector 108, may be used to support an edge
of the veneer panel 14. At least one of each connector 106 and 108 is used,
however.
It will be noted that the features shown in the support members
disclosed herein may all be combined into a support member in accordance
with the present invention in any desired way. For example, a support
member may be provided that includes the basic structure of support member
16, but that has a low-positioned slot, similar to the slot 90 of support
member
88 (Figure 8), and that also has a slanted adjustment aperture, similar to the
adjustment aperture 98 or 98' of support members 96 and 96' (Figures 9 and
10). Similarly, the features shown in the veneer connectors disclosed herein
may all be combined into a veneer connector in accordance with the present
invention in any desired way.
In the embodiments described above, the side walls of the
support members have been described and shown as extending outwardly
from the mounting flanges along vertical planes. It will be noted that the
vertical planes need not be strictly vertical, but are at least generally
vertical.
In another alternative, the side walls of the support members need not be
strictly planar, and may instead be curved or may have further folds, which
are preferably generally vertical.
In the embodiments described above, the veneer connector
mounts to the support member using a single fastener, such as a bolt. Using
a single fastener instead of a plurality of fasteners can provide a
significant
cost savings in the overall cost of the connector, particularly in
jurisdictions
which require the use of stainless steel for connectors supporting veneer
panels in a cavity wall.
The connectors of the present invention are able to support the
same loads as the L-shaped connectors of the prior art, but can be
manufactured from thinner material, with fewer fasteners. As a result the
connectors of the present invention can be less expensive than the L-shaped
connectors of the prior art.
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While what has been shown and described herein constitutes
the preferred embodiments of the subject invention, it will be understood that
various modifications and adaptations of such embodiments can be made
without departing from the present invention, the scope of which is defined in
the appended claims.
