NZ620659B2 - A multi angle roof truss tie-down apparatus and method - Google Patents
A multi angle roof truss tie-down apparatus and method Download PDFInfo
- Publication number
- NZ620659B2 NZ620659B2 NZ620659A NZ62065912A NZ620659B2 NZ 620659 B2 NZ620659 B2 NZ 620659B2 NZ 620659 A NZ620659 A NZ 620659A NZ 62065912 A NZ62065912 A NZ 62065912A NZ 620659 B2 NZ620659 B2 NZ 620659B2
- Authority
- NZ
- New Zealand
- Prior art keywords
- roof truss
- wall frame
- tie down
- roof
- down apparatus
- Prior art date
Links
- 238000003780 insertion Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 230000000875 corresponding Effects 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910000639 Spring steel Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 210000000282 Nails Anatomy 0.000 description 1
- 230000023298 conjugation with cellular fusion Effects 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000002035 prolonged Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000021037 unidirectional conjugation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/249—Structures with a sloping roof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
- E04B7/045—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls with connectors made of sheet metal for connecting the roof structure to the supporting wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/06—Constructions of roof intersections or hipped ends
- E04B7/063—Hipped ends
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0482—Z- or S-shaped
Abstract
The present disclosure relates to a roof truss tie-down apparatus including a pin and bracket engagement which enables a wall frame to accommodate any style of roof truss at any angle, and a method of constructing such a roof frame. This is achieved typically with a spigot located within a socket for rotation about a vertical plane. r rotation about a vertical plane.
Description
A multi angle roof truss tie-down apparatus and method
FIELD OF THE INVENTION
The present invention relates to a roof truss tie-down apparatus including a
pin and bracket engagement which enables a wall frame to accommodate any style
of roof truss at any angle. The invention further relates to a building frame
assembly incorporating the tie down apparatus, and a method of roof construction
using the tie-down apparatus.
BACKGROUND TO THE INVENTION
Roof trusses used in the building industry are usually fashioned from steel or
timber, fabricated in a factory, and assembled together on-site. Such assembly
usually involves connection of the roof trusses to the frame of the building through
conventional fixing systems such as bolts, screws, nails or rivets. It is quite common
for roof trusses to need to be fitted at an angle other than perpendicular to the wall
frame.
Many styles of roofing such as hipped roofs include direct inter-connection
of roof trusses. To achieve this, the first truss is usually braced into position and
further roof trusses are added until the roof frame is completed and self-supporting.
However, these methods typically require the fastening of each roof truss to
the wall frame at a fixed angle before the trusses can be joined together to form a
roof frame. At present, tie down apparatus are fitted to the roof truss and/or wall
frame at the factory and are configured in a manner which allows for the roof truss
to be fitted to the wall at a single angle. Existing tie down methods are thus prone to
error because if the trusses arrive at a site and the tie down apparatus is fitted,
configured or orientated incorrectly, the roof truss is not able to be fitted at the
required angle. Such mistakes may result in prolonged assembly times, increased
labour requirements, increased manufacturing, and ultimately more expense for the
manufacturer and end consumer.
The Applicant is not aware of a truss tie down apparatus which allows for
the fitting a roof truss to a wall frame at any angle (including during on-site
assembly), nor of a system which allows for multi-angle tie down apparatus to be
factory fitted to mass produced roof and wall trusses.
In addition, at the time of assembling conventional roof truss systems, the
exact angle of each truss must be precise when fastened to the frame. If it is not, the
trusses may not match up at a central location correctly. It is labour-intensive and
time consuming to have to calculate and ensure each angle is correct, and there is
presently no scope to adjust the position of the truss once it has been secured to the
wall frame.
SUMMARY OF THE INVENTION
Therefore in one aspect there is proposed a roof truss tie down apparatus
which enables the fitting of a roof truss to a wall frame at any angle relative to the
wall frame.
In a further aspect said tie-down apparatus includes a tie down pin and
receiving bracket, said tie down pin including a means of attachment to the truss
and a downwardly extending male portion, said receiving bracket including a means
of attachment to the wall frame and a female portion adapted to receive the male
portion, such engagement enabling the fitting of the roof truss to the wall frame at
any angle.
In an alternative aspect said tie down apparatus includes a tie down pin and
receiving bracket, said tie down pin including a means of attachment to the wall
frame and an upwardly extending male portion, said receiving bracket including a
means of attachment to the roof truss and a female portion adapted to receive the
male portion, such engagement enabling the fitting of the roof truss to the wall
frame at any angle.
In a still further aspect said tie down apparatus includes a tie down pin
having a means of attachment to the roof truss and a downwardly extending male
portion, and a separator block adapted for mounting above the wall frame said
separator block including a female portion adapted to receive the male portion, such
engagement enabling the fitting of the roof truss to the wall frame at any angle and
at a spaced apart distance from the wall frame said spaced apart distance
corresponding with the height of the spacer block.
In a yet further aspect said tie down apparatus includes a separator block
adapted for mounting above the wall frame said separator block including an
upwardly extending male portion, and a receiving bracket including a means of
attachment to the roof truss and a female portion adapted to receive the male
portion, such engagement enabling the fitting of the roof truss to the wall frame at
any angle and at a spaced apart distance from the wall frame said spaced apart
distance corresponding with the height of the spacer block.
Alternatively said male portion is in the form of a cylindrical member and
said female portion is in the form of an aperture or socket configured to receive the
male portion.
Alternatively said male portion is in the form of a cylindrical member
having an outwardly flanged tip that is inwardly deformable and said female portion
is an aperture or socket shaped for engagement with the cylindrical member and
flanged tip by snap fit.
In a still further aspect said male portion is in the form of a substantially
cylindrical member including outwardly extending barbs, and said female portion is
in the form of an aperture or socket including inwardly extending barbs of a
deformable material to allow for insertion of the cylindrical member and subsequent
rotation of the cylindrical member.
In another aspect said male portion is in the form of a pin including at least
one barbed form along its length, and said female portion is in the form of one or
more arched forms associated with a receiver plate, whereby once the pin is fully
inserted the barbed forms engage upon a lower edge of the arch forms.
Alternatively said male portion is in the form of a cylindrical member
including a first thread on an outer surface thereof, and said female portion is in the
form of an aperture or socket including a second thread on an inner surface thereof,
said first and second threads adapted for rotatable engagement.
In a further aspect there is proposed a roof truss including a tie down
apparatus or part thereof as defined above.
In a still further aspect there is proposed a wall frame including a tie down
apparatus or part thereof as defined above.
In another aspect there is proposed a building frame assembly including:
a vertical wall frame;
at least one roof truss; and
a roof truss tie down apparatus as defined above.
In an even further aspect there is proposed a method of constructing a roof
frame above a wall frame, said method including the steps of:
(a) constructing the wall frame including a plurality of vertical studs capped by an
upper horizontal wall frame member;
(b) constructing each roof truss forming part of the roof frame;
(c) fitting each roof truss to a location along the upper horizontal wall frame
member at a desired angle using the roof truss tie-down apparatus defined in any
one of the above paragraphs.
It should be noted that any one of the aspects mentioned above may include
any of the features of any of the other aspects mentioned above and may include
any of the features of any of the embodiments described below as appropriate.
BRIEF DESCRIPTION OF THE DRAWINGS
The accompanying drawings, which are incorporated in and constitute a part
of this specification, illustrate various implementations of the invention and,
together with the description, serve to explain the advantages and principles of the
invention. In the drawings:
Figure l a is a top view a wall frame and a roof truss fitted thereto using a tie-
down apparatus embodying the present invention, demonstrating the
possible fitting of the roof truss to an angle of 45 degrees;
Figure lb is a top view a wall frame and a roof truss fitted thereto using the tie-
down apparatus of Figure la, demonstrating the possible fitting of the
roof truss to an angle of 90 degrees;
Figure c is a top view of a wall frame and a roof truss attached thereto using the
tie-down apparatus of Figures l a and lb, demonstrating the possible
fitting of the roof truss to an angle of 135 degrees;
Figure 2a is an exploded perspective view of a roof truss incorporating a pin tie-
down which separates the roof truss from the wall frame in accordance
with one embodiment of the invention;
Figure 2b is an assembled perspective view of the roof truss tie down of Figure 2a;
Figure 2c is an assembled perspective view of the roof truss tie down of Figure 2a
demonstrating rotation of the roof truss to 90 degrees from the angle of
the wall frame;
Figure 3 is an enlarged perspective view of the block and adjacent components
used in the roof truss tie down of Figures 2a-2c;
Figure 4 is an exploded and enlarged perspective view of a roof truss
incorporating a pin tie-down which separates the roof truss from the
wall frame in accordance with a further aspect of the invention;
Figure 5a is an exploded, side cross sectional view of a roof truss incorporating a
pin tie-down for direct mounting to a wall frame bracket in accordance
with a further embodiment of the present invention;
Figure 5b is an assembled, side cross sectional view of the roof truss and pin tie-
down of Figure 5a;
Figure 6a is an exploded, side cross sectional view of a roof truss incorporating a
pin tie-down for direct mounting to a wall frame bracket in accordance
with a further aspect;
Figure 6b is an assembled, side cross sectional view of the roof truss and pin tie-
down of Figure 6a;
Figure 7a is an exploded, side cross sectional view of a roof truss incorporating a
pin tie-down for direct mounting to a wall frame in accordance with a
still further aspect;
Figure 7b is an assembled, side cross sectional view of the roof truss and pin tie-
down of Figure 7a;
Figure 8a is an exploded perspective view of a roof truss tie down apparatus
including a bracket and pin fitment according to a yet further aspect;
Figure 8b is an assembled perspective view of the roof truss tie down apparatus of
Figure 8a.
DETAILED DESCRIPTION OF THE EMBODIMENTS
The following detailed description of the invention refers to the
accompanying drawings. Wherever possible, the same reference numbers will be
used throughout the drawings and the following description to refer to the same and
like parts. Dimensions of certain parts shown in the drawings may have been
modified and/or exaggerated for the purposes of clarity or illustration.
Wall frames and roof trusses in building construction are most commonly
made from wood or metal. Such constructions include vertical wall frames and
typically triangular trusses which form part of the frame of the roof, although roof
trusses may come in a wide variety of shapes and sizes. This invention relates to an
apparatus and method of fitting roof trusses to wall frames in a manner which
allows any shape or form of roof truss to be fitted at any angle. Various additional
benefits arise from use of the present invention, as described in more detail below.
An aspect of the invention in its broad form is demonstrated in Figure la,
which shows a top view of a frame assembly 10 including a roof truss 2 fitted to
the centre of a wall frame 14 at an angle of approximately 45 degrees from the wall
frame 14. Figure lb shows the truss 12 fitted at a 90 degree angle from the frame
14, and Figure l c shows the truss 12 fitted at a 135 degree angle from the frame 14.
The purpose of these drawings it to demonstrate to the reader how a roof truss and
wall frame can be assembled such that the roof truss is fitted above the wall frame
in a 360 degree range of angles.
Whilst the invention is not intended to be limited to any one means of
enabling the roof truss to be tied down at a desired angle, it is achieved according to
one aspect using a pin tie-down which involves the use of a vertical pin (or male
member or shaft) associated with either the roof truss or wall frame, as embodied in
the drawings and described in more detail below, and a corresponding socket means
(or female portion) associated with the respective wall frame or roof truss, whereby
engagement between the two components allows for the roof truss to be fitted at a
desired angle above the wall frame.
The skilled addressee would understand the benefits of a system which
allows a roof frame to be fitted to a wall frame at any desired angle. Such a system
allows for the wall and roof frame, and the male and female portions of the tie down
apparatus, to be mass produced and for much of the assembling of components to
be completed on-site with minimal room for error. For example, a roof truss may be
fitted with one or more male engagement portions and a wall frame may include
one or more female engagement portions at corresponding positions along the
frame, and each of these members would arrive at a site. After the wall frame is
erected, an assembler can quickly and easily fit the truss at the desired angle above
the wall frame by simply engaging the tie down components. From a manufacturing
point of view, the potential for error due to incorrect fitment of "angle specific" tie-
down components to each of the wall frame and roof truss in the factory is reduced.
The skilled addressee would further realize that where there is a plurality of
trusses adapted to meet at a central location, for example, the invention allows each
truss to be secured above the wall frames, rotated to their desired angle, and then
fixed in position. This alleviates the requirement for accuracy when assembling
each and every roof truss, and provides the builder with greater flexibility.
However, it is to be understood that the present invention is not intended to be
limited to the ability of the truss to rotate after the tie-down associated with one end
thereof is engaged. There are many circumstances in which the ability to fit the roof
truss at any angle, but for the roof truss to remain fixed at that angle after the tie
down components are engaged, is desirable.
According to one aspect, the tie down apparatus not only allows the truss to
be fitted at a desired angle, but also allows the truss to be separated a short vertical
distance from the wall frame. The skilled addressee would appreciate that this
separation provides a significant reduction in thermal bridging between the roof and
wall structural elements. The benefits of reducing thermal bridging are well known
in the art.
The invention according to this aspect is shown in Figures 2-3. There is
shown a wall frame 14, made preferably of steel, including a number of vertical
studs 8 and an upper horizontal element 20 extending across the top of the studs as
per conventional wall frame design. The frame 14 could be made from other
materials including but not limited to wood, brick, double brick, adobe or polymer.
Fixed above the wall frame element 20 is a truss tie-down separator block
22 in which the "socket means" of the tie down apparatus is incorporated, including
a bore 24 extending from an upper surface thereof vertically down through the
block. In one aspect, the bore 24 does not extend all the way through the block. The
block 22 is attached to the wall frame at the desired point of attachment of the roof
truss 12.
In the embodiment shown, the truss 12 is preferably comprised of one or
more diagonal chord members 28 and a lower horizontal chord 30 in a bracing
pattern to form a triangle shape. In the embodiment shown in Figures 2a-2c, the
triangle is a right angled triangle including only one angled chord member 28, but
other configurations are also feasible. The skilled addressee would understand that
roof trusses are available in a wide variety of shapes and sizes, including barrel
vault trusses, double cantilever trusses, sloping flat trusses and double inverted
trusses, and it is to be understood that the present invention is not intended to be
limited to any one shape or configuration. The truss 12 includes a pin 32 having a
lower cylindrical portion 34 which extends downwardly from the lower chord 30 at
the desired point of attachment to the wall frame 20.
The pin 32 can be bolted at its upper end through the truss 12 where the
upper chord 28 intersects with the lower chord 30 such that the cylindrical portion
34 extends downwardly from the truss 26 and forms a 90 degree angle with the
lower chord 30. One way of doing this is using the Applicant's existing
bossed/pressed structural element connection system (not shown) as described in
their International Patent Publication WO/2001/023684, although the invention is
not intended to be limited to this method of connection. The pin 32 is preferably
made from metal, but can be made from any sufficiently durable material.
Once the truss is aligned to a desired angle, the pin cylindrical portion 34
can be inserted into aperture 24 of the tie-down block 24 thereby engaging the tie-
down components. Alternatively, as seen clearly in Figure 2b, the truss can be
adjusted to a desired angle after attaching the truss 26 to the wall frame 20, although
this may not always be possible depending on the style of roof frame being erected.
The tie-down components allow the truss to be fitted along a horizontal range of
angles, including to an angle perpendicular to the wall frame as seen in Figure 2c
for example. Figure 3 shows an enlarged view of a tie-down connection between
roof truss and wall frame in accordance with this aspect of the invention.
Figure 4 demonstrates a still further aspect of the present invention. In
particular, the truss includes a pin 40 associated therewith having a hollow,
inwardly deformable cylindrical portion 42 with a lower tip 44 that is outwardly
flanged. The pin 40 is adapted to be inserted into the block aperture 46 which is
shaped to allow for the lower tip 44 to snap fit inside the aperture 46. In particular,
the diameter of the aperture is not sufficient to allow insertion of the flanged tip 44
unless the cylindrical portion 42 is inwardly deformed, so once the tip 44 reaches
region 48 of aperture 46, it is allowed to snap back to its original position and
thereby lock the pin in the block aperture 46.
The present invention, according to a further embodiment, does not involve
the use of a separator block but rather enables the direct fitting of the roof truss 12
to the wall frame 14 at any angle. This further embodiment of the invention can be
viewed according to one aspect in Figures 5a-5b. In this aspect, the roof truss 12 is
secured directly above the wall frame 14. Once again, there is a tie-down pin 50
associated with the roof truss which includes a lower cylindrical portion 52. Rather
than being inserted into a block aperture, the cylindrical pin portion 52 is adapted
for similar insertion into a bracket 54 fixed to one of the wall frame studs 8. Whilst
only shown in cross section, it is to be appreciated that bracket 54 is shaped such
that it includes a central rounded channel 55 which together with the surface of the
stud provides what is essentially a socket through which cylindrical portion 52 can
be rotatably accommodated. The upper portion of pin 50 can be connected to the
truss using any suitable means as per the description of the earlier embodiment.
The cylindrical portion 52 may include an aperture 56 extending
transversely there through adapted for receiving a locking pin 58. The bracket
would be of a length such that when the pin is fully inserted, the aperture 56 is
visible beneath the bracket to allow for insertion of the locking pin 58. The person
skilled in the art would realize that the locking pin 58 thus prevents the tie down pin
50 from being raised out from the bracket 54 after the truss has been fitted. Such a
pin could also be configured to prevent subsequent rotation of the truss after being
fitted. An alternative to using a locking pin could be to use a circlip (not shown).
In a further aspect, after all trusses and walls have been assembled, an
additional pin, screw, bolt or any other suitable locking device can be fitted which
serves to not only tie the truss down, but also lock the brackets to the pins and stop
any rotation.
A further aspect, as shown in Figures 6a-6b, includes the use of a tie down
pin 60 having a barbed cylindrical portion 62 and a bracket 64 secured to the wall
stud 18 including a barbed channel 66. The pin 60 is bolted through the truss 12 at
its upper end (as described earlier) and the barbed cylindrical portion 62 is adapted
to be inserted inside the channel 66 at any roof truss angle.
The barbs inside channel 66 may be made from a deformable material such
as plastic, spring steel or other, which allows the rigid barbed pin 60 to be inserted
into the channel 66 and then secured by the mating arrangement of the barbs as
shown. Alternatively, the channel 66 could be outwardly deformable to allow for
insertion but adapted to snap back into their original position thereafter. In such a
configuration, the barbs on the pin 60 could be angled upwards in a triangular shape
and the barbs inside the bracket 64 could be angled downwardly, thereby
facilitating insertion.
It is to be understood that the reverse configuration of the above described
configurations is also possible in that the male portion of the tie down apparatus
could be associated with the wall frame and the female portion associated with the
roof truss. Such an aspect is shown in Figures 7a-7b which utilizes a pin 70
extending upwardly from wall frame member 20. The truss 12 now incorporates the
bracket 72 as described in previous embodiments and is adapted to be lowered onto
the pin 70 at any angle such that the pin extends through the bracket channel 74. A
locking pin 76 may be used again to lock the bracket 72 to the tie-down pin 70.
Again, various alternatives are possible including the barbed pin/bracket channel
aspect described earlier.
A further variation which is not shown is the use of a spacer block such as
spacer block 22 having a male portion extending upwardly therefrom and adapted to
be received in a socket defined by a bracket such as bracket 72 attached to the roof
truss.
A still further embodiment, which is again not shown but could be applied to
either the normal or reverse tie down configurations mentioned above, is the use of
a threaded pin and threaded locking nut engagement which would also rotatably
secure the truss to the wall frame.
Figures 8a and 8b show a tie down apparatus 80 including a bracket 82 and
pin/tab 84 configured according to another aspect of the invention. The addressee
would understand that the apparatus 80 is similar to that previously described in
Figures 6a-6b but including some additional features. The bracket 82 includes a
receiver plate 84 configured for bossed connection to structural members of a wall
frame, having pressed metal formings to create louvred arches 86 on each side of
the central plate 84. The pin/tab 84 includes a pin portion 88 suspended from a tab
90 which is configured for bossed connection to a roof truss structural member. The
arches 86 of the bracket 82 are designed to spring slightly apart to allow the pin
portion 88 to be inserted into the receiver under low installation loads. The receiver
plate 84 may be constructed of spring steel or any other suitably flexible material.
Once fully inserted, the barbed forms 92 on the pin portion 88 engage upon the
lower edge of the arch forms locking the two components together in a manner that
provides a very high pullout resistance.
Thus, in the tie-down apparatus of Figures 6a-6b and 8a-8b, the pins are
configured not only as a means of locating a truss in position, but are utilized as
structural members in that that they assist in resisting pull out, racking loads, etc.
In some situations, the inside of the wall frame will not be accessible, for
example, the wall frame may be filled with foam or other material used to fire
rate/insulate the frame. In these circumstances, the tie down apparatus associated
with the wall frame may be encapsulated and not visible from the outside of the
bracket and therefore not accessible to tie the truss down. In these circumstances, it
may be necessary to perform a "blind fixing", that is, insertion of a pin into the
foam material until the pin engages the bracket encapsulated by the foam. The
skilled addressee would understand that such a scenario will require the two tie-
down components to engage without the use of additional fixings. The barbed
configurations of Figures 6a-6b and 8a-8b are both suitable, but other variations
may be feasible.
The present invention thus provides for a simplified method of building
construction involving wall frames and roof trusses which can be mass produced, as
well as bracket and pin tie-down apparatus which can also be mass produced and
which, importantly, enable the roof trusses to be fitted at any angle relative to the
wall frames during assembly. For example, each of the wall frame components, the
roof truss components, and the bracket and pin components forming the tie-down
apparatus of a building structure is adapted to be predetermined and pre-punched
using computer aided design and automated machinery. It is envisaged that each of
the wall frame and roof truss structural members will be marked in some way in
accordance with building plan data which has been input into the machinery. This
would assist an assembler in the factory in identifying at what points along a roof
truss or wall frame to fit a tie-down component.
Each of the wall frames and roof trusses can thus be fitted with the tie-down
components in the factory, eliminating the need for site assembly, although on-site
assembly is still considered to be within the scope of the invention. The result of
implementing the present invention is that the manufacture, assembly, transport and
construction of building frames becomes far more simplified and efficient.
Further advantages and improvements may very well be made to the present
invention without deviating from its scope. Although the invention has been shown
and described in what is conceived to be the most practical and preferred
embodiment, it is recognized that departures may be made therefrom within the
scope and spirit of the invention, which is not to be limited to the details disclosed
herein but is to be accorded the full scope of the claims so as to embrace any and all
equivalent devices and apparatus.
In any claims that follow and in the summary of the invention, except where
the context requires otherwise due to express language or necessary implication, the
word "comprising" is used in the sense of "including", i.e. the features specified
may be associated with further features in various embodiments of the invention.
Any discussion of the prior art throughout the specification should in no way
be considered as an admission that such prior art is widely known or forms part of
the common general knowledge in this field.
Claims (11)
1. A roof truss tie down apparatus characterised in that said apparatus enables the fitting of a roof truss having an upper chord member and a lower chord member to a wall frame at any angle relative to the wall frame, the apparatus 5 comprising a tie down pin including first attachment means and a male portion, and a receiving bracket, including second attachment means and a female portion adapted to receive the male portion of the tie down, characterised in that said first attachment means also serves to attach the upper chord member with the lower chord member. 10
2. A roof truss tie down apparatus as characterised in claim 1 wherein said tie-down pin of the roof truss includes a downwardly extending male portion, said receiving bracket includes the second attachment means of the wall frame, such engagement enabling the fitting of the roof truss to the wall frame at any angle. 15
3. A roof truss tie down apparatus as characterised in claim 1 or 2, wherein the receiving bracket additionally includes a separator block adapted for mounting above the wall frame, said separator block including the female portion of the receiving bracket which is adapted to receive the male portion, such engagement enabling the fitting of the roof truss to the wall 20 frame at any angle and at a spaced apart distance from the wall frame, said spaced apart distance corresponding with the height of the spacer block.
4. A roof truss tie down apparatus as characterised in any preceding claims, wherein said male portion is in the form of a cylindrical member and said female portion is in the form of an aperture or socket configured to receive 25 the male portion.
5. A roof truss tie down apparatus as characterised in any preceding claim, wherein said male portion is in the form of a cylindrical member having an outwardly flanged tip that is inwardly deformable and said female portion is an aperture or socket shaped for engagement with the cylindrical member 30 and flanged tip by snap fit.
6. A roof truss tie down apparatus as characterised in any preceding claim, wherein said male portion is in the form of a substantially cylindrical member including outwardly extending barbs, and said female portion is in the form of an aperture or socket including inwardly extending barbs of a 5 deformable material to allow for insertion of the cylindrical member.
7. A roof truss tie down apparatus as characterised in any preceding claim, wherein said male portion is in the form of a pin including at least one barbed form along its length, and said female portion is in the form of one or more arched forms associated with a receiver plate, whereby once the pin is 10 fully inserted the barbed forms engage upon a lower edge of the arch forms.
8. A roof truss tie down apparatus according to any preceding claim, wherein said male portion is in the form of a cylindrical member including a first thread on an outer surface thereof, and said female portion is in the form of an aperture or socket including a second thread on an inner surface thereof, said 15 first and second threads adapted for rotatable engagement.
9. A roof truss tie down apparatus including a tie down apparatus or part thereof as defined in any one of claims 1-8.
10. A building frame assembly including: a vertical wall frame; at least one roof truss; and 20 a roof truss tie down apparatus as defined in any one of claims 1-8.
11. A method of constructing a roof frame above a wall frame, said method including the steps of: (a) constructing the wall frame including a plurality of vertical studs capped by an upper horizontal wall frame member; 25 (b) constructing at least one roof truss forming part of the roof frame; and (c) fitting the or each roof truss to a location along the upper horizontal wall frame member at a desired angle using the roof truss tie-down apparatus defined in any one of claims 1-8.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2011205150 | 2011-08-04 | ||
AU2011205150A AU2011205150A1 (en) | 2011-08-04 | 2011-08-04 | A multi angle roof truss tie-down apparatus and method |
PCT/AU2012/000921 WO2013016773A1 (en) | 2011-08-04 | 2012-08-06 | A multi angle roof truss tie-down apparatus and method |
Publications (2)
Publication Number | Publication Date |
---|---|
NZ620659A NZ620659A (en) | 2015-10-30 |
NZ620659B2 true NZ620659B2 (en) | 2016-02-02 |
Family
ID=
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8931233B2 (en) | Building frame | |
US8833030B2 (en) | Compression blocking brace bracket and method of use | |
US9938709B2 (en) | Moment resisting kneewall connector | |
US8443569B2 (en) | Four-way radial connector | |
US7752823B2 (en) | Purlin bracing system for metal building roof | |
US6892498B1 (en) | Interlocking construction system | |
US8176689B1 (en) | Retrofit hurricane-earthquake clips | |
AU2012289831B2 (en) | A multi angle roof truss tie-down apparatus and method | |
US20120017531A1 (en) | Field adjustable grid intersection clip | |
US20240003131A1 (en) | Girder tie | |
AU2013289845A1 (en) | Modular building system | |
US7665253B1 (en) | Retrofit hurricane-earthquake connector | |
NZ620659B2 (en) | A multi angle roof truss tie-down apparatus and method | |
AU2016219648B2 (en) | Moment resisting kneewall connector | |
JP3366741B2 (en) | Method of connecting construction members and connector | |
US20190338510A1 (en) | Connection system with connector piece for timber construction | |
AU2017251813B2 (en) | Spacer | |
AU2012101003A4 (en) | Storm resistant shed | |
NZ736762B (en) | Spacer | |
NZ723609B2 (en) | Moment resisting kneewall connector |