NZ621503B - Hollow section structural member - Google Patents
Hollow section structural memberInfo
- Publication number
- NZ621503B NZ621503B NZ621503A NZ62150314A NZ621503B NZ 621503 B NZ621503 B NZ 621503B NZ 621503 A NZ621503 A NZ 621503A NZ 62150314 A NZ62150314 A NZ 62150314A NZ 621503 B NZ621503 B NZ 621503B
- Authority
- NZ
- New Zealand
- Prior art keywords
- hollow section
- structural member
- section structural
- steel plates
- concrete
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 239000004567 concrete Substances 0.000 claims abstract description 42
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 16
- 230000003014 reinforcing Effects 0.000 claims description 15
- 238000005728 strengthening Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 description 11
- 238000009415 formwork Methods 0.000 description 5
- 238000004513 sizing Methods 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 210000003491 Skin Anatomy 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000009420 retrofitting Methods 0.000 description 1
Abstract
hollow section structural member 10 suitable to form an outer wall of a concrete-filled column in a framework of a multi-storey building, the hollow section structural member comprising two or more steel plates 12, 14 that form different portions of the hollow section structural member, at least one of the steel plates being folded and with the steel plates being welded together and forming the hollow section structural member, and connectors fastened to a surface of one or more of the steel plates, and with at least one of the steel plates having one or more openings for (a) receiving a beam, (b) venting vapour from internally of the hollow section structural member, or (c) enabling drainage of water from internally of the member. one of the steel plates being folded and with the steel plates being welded together and forming the hollow section structural member, and connectors fastened to a surface of one or more of the steel plates, and with at least one of the steel plates having one or more openings for (a) receiving a beam, (b) venting vapour from internally of the hollow section structural member, or (c) enabling drainage of water from internally of the member.
Description
HOLLOW SECTION STRUCTURAL MEMBER
FIELD OF THE INVENTION
The present invention relates to hollow section
structural members made from steel for use in the
construction industry, for example in the construction of
multistorey buildings, and a method for producing such
hollow section structural members.
The invention also relates to concrete filled columns
that form part of the framework of a multistorey building
and comprise (a) a hollow section structural member made
from steel, (b) concrete that fills the hollow section,
and (c) reinforcement embedded in the concrete.
BACKGROUND OF THE INVENTION
Concrete filled hollow section structural members,
such as concrete filled hollow steel tubes, are
increasingly widely used to form composite structural
columns for buildings. The resistance of the concrete to
bending reduces the occurrence of local buckling of the
steel tubes, and the steel tubes confine the concrete
thereby improving its strength and ductility.
Concrete filled hollow section columns for the
building industry are discussed in a Corus Tubes document
entitled “Design guide for SHS concrete filled columns” by
Dr S J Hicks and Mr G M Newman published in 2012. The
following paragraphs in this section of the specification
are based in large part on information in this document.
Structural hollow section (SHS) tubes are the most
efficient of all structural steel sections in resisting
compression. Structural hollow section tubes are readily
fabricated from high yield materials to achieve a high
strength to weight ratio, allowing columns to be more
slender and attractive. Moreover, the width of the steel
and the reinforcement, or absence thereof, in the concrete
6833840_1 (GHMatters) P92733.NZ 26/08/15
can be varied whilst maintaining constant external
dimensions of the structural hollow section tubes.
Therefore, the structural hollow section tubes can have
constant external dimensions over the full height of the
building.
Concrete filled hollow section tubes are
significantly less susceptible to temperature variations
than unfilled hollow section tubes. As such, a concrete
filled hollow section tube will maintain its load carrying
capacity through fluctuations in temperature. Conversely,
for a given load carrying capacity, a smaller composite
(i.e. concrete filled) section tube may be used when
compared with an unfilled hollow section tube.
Concrete or grout filled hollow section tubes can be
divided into those that are externally protected against
fire by fire-rated boards, lightweight sprayed protection
or intumescent coatings, and those that have no such
protection. A further division can be made by
differentiating between those hollow section tubes that
are filled with plain concrete mixes and those hollow
section tubes that contain steel reinforcement within the
mix.
In order to facilitate interconnection of the
formwork of a building, hollow section structural members,
such as hollow section tubes, are roll-formed and
connectors such as cleats and flanges are welded to the
outside of the roll-formed hollow section structural steel
members. The connectors are then bolted or otherwise
connected to horizontal floor beams and the like to create
the formwork of the building. The attachment of
connectors is time-consuming when performed on site since
access to a relevant portion of the hollow section
structural member is necessary, but that portion may be at
a height of multiple storeys from the ground. To avoid
this issue, connectors can be attached off-site. However,
where connectors are necessary on more than one side of a
hollow section structural steel member, which is often the
6833840_1 (GHMatters) P92733.NZ 26/08/15
case, the hollow section structural member may need to be
rotated to obtain access to each side. This process is
also time-consuming and invariably requires lifting
equipment.
The above description should not be taken to be a
description of part of the common general knowledge in
Australia or elsewhere.
In addition, the reference to the Corus Tubes
document mentioned above should not be taken to be an
admission that the document and the information in the
document is part of the common general knowledge in
Australia or elsewhere.
SUMMARY OF THE INVENTION
As used herein, the term “longitudinal”, and its
derivatives such as “longitudinally”, are intended to mean
parallel to a longitudinal axis of the hollow section
structural member. Where the terms “longitudinal” and its
derivatives are used in relation to features such as
welds, folds and steel plates, those terms again indicate
reference to the longitudinal axis of the hollow section
structural member that will ultimately be formed using the
referred to features. The term “longitudinal” and its
derivatives may refer to features that extend the full
length of the hollow section structural member, or only
part of that length.
In broad terms, the present invention provides a
hollow section structural member comprising steel plate
folded into a hollow section and welded together along
longitudinal edges of the plate.
In more specific terms, the present invention
provides a hollow section structural member comprising two
or more steel plates that form different portions of the
member, at least one of the steel plates being folded, and
the steel plates being welded together.
6833840_1 (GHMatters) P92733.NZ 26/08/15
In more specific terms, the present invention
provides a hollow section structural member comprising two
or more steel plates that form respectively different
portions of a transverse cross-section of the hollow
section structural member, at least one of the steel
plates being folded, the steel plates being welded
together to form the hollow section structural member.
The or each fold may be a longitudinal fold.
The plates may be welded together by longitudinal
welds.
The hollow section structural member may further
comprise one or more openings formed in at least one of
the steel plates.
The or each opening may be sized and positioned to
receive a floor beam.
The or each opening may be sized and positioned to
vent vapour from internally of the hollow section
structural member.
The or each opening may be sized and positioned to
enable drainage of water from internally of the hollow
section structural member.
The hollow section structural member may comprise one
or more connectors fastened to a surface of one or more of
the steel plates.
The or each connector may be selected from the group
comprising: a column-beam connector; a moment resisting
connector; a fill-connection strengthening lug; a
reinforcement locating lug; and a reinforcing member.
The hollow section structural member may comprise two
folded steel plates.
The hollow section structural member may comprise one
folded steel plate and one flat plate.
The present invention also provides a method for
forming a hollow section structural member, comprising:
(a) forming two or more steel plates into different
portions of a hollow section structural member by folding
at least one of the steel plates; and
6833840_1 (GHMatters) P92733.NZ 26/08/15
(b) welding the plates together to form the member.
The step of folding at least one of the steel plates
may include forming a longitudinal fold in the or each
plate.
The step of welding the plates together may include
welding the plates together using longitudinal welds.
The method may further comprise forming one or more
openings in one or more of the steel plates, prior to the
positioning step.
The forming step may include sizing and positioning
the or each opening to receive a beam.
The forming step may include sizing and positioning
the or each opening to vent vapour from internally of the
hollow section structural member.
The forming step may include sizing and positioning
the or each opening to enable drainage of water from
internally of the hollow section structural member.
The method may further comprise fastening one or more
connectors to a surface of one or more of the steel
plates, prior to the positioning step.
The fastening step may include fastening to the
surface of one of more of the steel plates one or more
connector selected from the group comprising: a column-
beam connector; a moment resisting connector; a fill-
connection strengthening lug; a reinforcement locating
lug; and a reinforcing member.
The present invention also provides a concrete filled
column that forms part of a framework of a multistorey
building and comprises (a) the hollow section structural
member described above, (b) concrete in the hollow
section, and (c) reinforcement embedded in the concrete.
Advantageously, in situations where the hollow
section structural member is filled with concrete, the
steel plate of the structural member substantially
prevents construction damage of the concrete filling.
Advantageously, in situations where the hollow
section structural member is filled with concrete, the
6833840_1 (GHMatters) P92733.NZ 26/08/15
overall weight of the structural member when compared with
a non-composite (e.g. unfilled hollow section member, or
exposed concrete column) is lower for a member of the same
strength.
Advantageously, the present invention makes it
possible for the hollow section structural member to be
made to order. Consequently, multiple floors of a
multistorey building can be erected concurrently.
Advantageously, floor beam connections may be
attached (e.g. by welding) onto the surfaces of the steel
plate prior to welding the plates together to form the
hollowing section structural member. Consequently, the
hollow section structural member may be fabricated to have
integral internal and/or external floor beam connections
once the steel plates have been welded together. In
contrast, roll-forming plate to form a closed section
would result in damage and/or distortion of openings of
fittings such as connectors that are installed prior to
the structural member being rolled into its ‘in use’ form.
Advantageously, the present invention makes it
possible for reinforcement, such as reinforcing bars (as
individual bars or as cages made from a plurality of bars
tied together) or reinforcing I-beams, to be attached to
an inner surface of one or more steel plates before the
steel plates are welded together. The resulting hollow
section structural member will then have integral
reinforcement once fabrication is completed.
BRIEF DESCRIPTION OF THE DRAWINGS
The present invention is now described by way of non-
limiting example only, with reference to the accompanying
drawings, in which:
Figure 1 is a side perspective view of an embodiment
of a hollow section structural member according to the
present invention;
Figure 2 is a transverse cross-section of the hollow
6833840_1 (GHMatters) P92733.NZ 26/08/15
section structural member shown in Figure 1;
Figures 3 and 4 show various cross-sections of other
embodiments of hollow section structural members according
to the present invention;
Figure 5 shows connectors and surface features
connected to or otherwise formed onto a steel plate that
is subsequently used to manufacture a hollow section
structural member according to the present invention;
Figure 6 shows the steel plate of Figure 5 folded
into a form that is suitable to be welded to another steel
plate to form a hollow section structural member according
to the invention;
Figure 7 is a perspective view of another embodiment
of a hollow section structural member according to the
present invention; and
Figures 8 and 9 show the hollow section structural
member of Figure 1, filled with concrete and containing
various types of reinforcing members.
DETAILED DESCRIPTION
A hollow section structural member 10, as shown in
Figures 1 and 2, is in the form of a Square Hollow Section
(SHS) beam.
The hollow section structural member 10 comprises two
steel plates 12, 14 that form respectively different
portions of a transverse cross-section of the hollow
section structural member 10.
In the embodiment shown in Figures 1 and 2, the steel
plates 12, 14 form respectively opposite halves of the
transverse cross-section of the hollow section structural
member 10.
The steel plates 12, 14 are welded together by welds
16, 18 to form the hollow section structural member 10.
Welds 16, 18 are longitudinal welds that are continuous
along the length of the hollow section structural member
. It will be appreciated that intermittent or
6833840_1 (GHMatters) P92733.NZ 26/08/15
discontinuous (e.g. spot) welding, or welding at an angle
to the longitudinal axis of the hollow section structural
member, may be appropriate in some cases, and all such
welding techniques and directions are intended to fall
within the scope of the present disclosure.
Each of the steel plates 12, 14 in the member 10
shown in Figures 1 and 2 includes a fold 20, 22. The
folds 20, 22 are longitudinal, which gives the plates 12,
14 an angle-section. Each angle forms half of the square
section of the beam so when the two folded plates 12, 14
are brought together the square section is complete. It
will be appreciated that folds in directions other than
the longitudinal direction may be appropriate in some
cases, and are intended to fall within the scope of the
present disclosure.
In a standard, roll-formed structural hollow section
beam there will be a single butt weld running
longitudinally of the beam. Each longitudinal edge of the
beam will constitute a roll-formed angle and thus assume a
rounded shape.
In the beam shown in Figures 1 and 2 the two
longitudinal seams 16, 18 are positioned at the corners.
Therefore, two of the longitudinal edges of the beam are
formed by the longitudinal folds 20, 22 in the steel
plates 12, 14 and the other two the longitudinal edges are
formed by the seams 16, 18. The two edges formed by the
folds 20, 22 will typically have a rounded shape by virtue
of the curvature of the fold. The two edges formed by the
seams 16, 18 will also typically have a rounded shape as
they are formed using butt welds, though another type of
weld or connection may be used as desired.
It is desirable that whatever connection is made
between the plates 12, 14 is continuous along the length
of the plates 12, 14 so that the structural forces are
correctly distributed throughout the column and upon
filling of the hollow section structural member 10 with
concrete there is no unexpected leakage.
6833840_1 (GHMatters) P92733.NZ 26/08/15
As an alternative to connecting the plates 12, 14 by
longitudinal seams 16, 18 forming corners of the hollow
section structural member 10, the plates 12, 14 may
instead be folded to form C-section beams. Welding the
two C-section beams together will result in welds along
broken lines 24, 26 as shown in Figure 1.
Figure 3 and Figure 4 show transverse cross-
sections of other hollow section structural members.
Figure 3 shows a D-section hollow section
structural member 28. The hollow section structural
member 28 comprises two steel plates 30, 32 that form
respectively different portions of the transverse cross-
section of the structural member 28. In particular, plate
forms a linear backing plate and plate 32 forms a C-
section beam welded centrally, with respect to the
longitudinal axis of the structural member 28, to plate
. Since plate 32 is centrally disposed on plate 30, and
the open or long side of the C-section plate 32 is shorter
than the width of plate 30, two longitudinal flanges 34,
36 are created, one extending from each side of the C-
section plate 32.
Notably, only one of the plates 30, 32 is folded. It
will therefore be understood that a hollow section
structural member formed in accordance with the present
teachings may comprises two or more steel plates and one
or more of those plates may be folded, depending on the
configuration of the hollow section structural member
desired to be fabricated.
The steel plates 30, 32 are welded together by
longitudinal fillet welds 38, 40 to form a D-section
hollow section structural member 10.
The flanges 34, 36 are useful features in terms of
mounting other structural members to the structural member
28. In particular, the flanges 34, 36, enable the hollow
section structural member 28 to be attached to concrete or
other members of the formwork of a building.
Consequently, the hollow section structural member 28 is
6833840_1 (GHMatters) P92733.NZ 26/08/15
suitable for retrofitting to an existing building
structure.
The hollow section structural member 42 as shown in
Figure 4 comprises two steel plates 44, 46 that are folded
to form different sized angle-section beams. The smaller
angle-section beam 46 is positioned centrally on the
larger angle section beam 44 and is welded in position by
fillet welds 48, 50 to give hollow section structural
member 42 is an “E-section”.
The smaller angle-section plate 46 does not extend to
the edges of the larger angle-section plate 44 and thus
two flanges 52, 54 are formed, one extending laterally
outwardly from each fillet weld 48, 50.
The flanges 52, 54 are useful features in terms of
mounting other structural members to the structural member
28. In particular, as with the D-section hollow section
structural member 28, the E-section hollow section
structural member 42 can be readily retrofitted to an
existing building structure by flanges 52, 54. The E-
section hollow section structural member 42, as with the
D-section hollow section structural member 28, can be used
to strengthen existing structures and/or to enable
extension of existing structures.
Figure 5 shows a steel plate 56 with various
elements, including connectors, fastened to an internal
surface before the plate 56 is folded. It will be
appreciated that the connectors may be fastened at any
time up to the point at which two or more plates are
welded together to form the hollow section structural
member.
A reference to an “internal surface” is intended to
mean a surface internal of a hollow section structural
member or, with reference to the plate 56, a surface that
will ultimately form an internal surface of the hollow
section structural member once the plate is folded and/or
welded to one or more other plates. Conversely, an
“external surface” is a surface that does, or ultimately
6833840_1 (GHMatters) P92733.NZ 26/08/15
will, constitute an external surface of the hollow section
structural member.
In use, plate 56 will be folded to form part of a
hollow section structural column, and to that end the
connectors include a floor beam connector 58 shown
extending through an opening, similar to opening 60 and
extending (indicated by broken lines) outwardly from an
external surface of the plate 56. The floor beam
connector 58 is for connecting to a floor beam of the
formwork of the building.
Where the hollow section structural member is a beam,
the connector 58 will constitute a column connector.
Consequently, connector 58 may be variously referred to as
a column-beam connector, a column connector or a beam
connector.
The connectors further include, by way of example
only:
(a) a moment resisting connector 62 for connection to a
moment resisting fitting as shown in Figure 6;
(b) a fill connection strengthening lug 64, that may or
may not be headed, that sets into a concrete in-fill to
mechanically bond the hollow section structural member to
the concrete, or alternatively may be connected to a
reinforcing member internally of the hollow section
structural member, thereby constituting a reinforcement
locating lug; and
(c) a reinforcing member (not shown) that may comprise an
I-section beam, reinforcing rod or similar.
In addition to the connectors, the plate 56 can be
provided with one or more openings. Presently there are
openings 60 and 66. Opening 60 is designed to receive a
plate of another connector, such a column-beam connector
58. Opening 66 is designed to receive a beam, such as a
floor beam or profiled beam 67, or column where the hollow
section structural member is a beam. The opening 66 may
have a corresponding opening in another plate to enable a
beam or column, as the case may be, to extend right
6833840_1 (GHMatters) P92733.NZ 26/08/15
through the hollow section structural member.
It will be appreciated that an opening of any desired
shape such as opening 66 may be cut into the steel plate,
for example to suit a particular floor beam profile. A
cooperating opening can then be cut in another plate so
that when the two plates are welded together a floor beam
of the desired profile can extend through the resulting
hollow section structural member. The floor beam will be
welded to the outside of the hollow section structural
member enabling floor beams to be continuous, rather than
being segmented with the hollow section structural member
between the segments. Such an arrangement is
significantly more structurally efficient.
There may be further openings (not shown) at the top
and/or bottom of each column, or at the ends of each beam,
for the release of water particularly in circumstances
where the hollow section structural member is to remain on
site during inclement weather without being filled with
concrete. The same openings, or additional openings, can
be used for venting steam in the event of a fire, to
reduce the likelihood of catastrophic failure or rupturing
of the hollow section structural member.
Plate 56 is folded into an angle-section as shown in
Figure 6. The ends of connectors 58, 62 are available for
connection to beams of the formwork of the building in the
case of connector 58, and a moment resisting connector
member in the case of connector 62.
Although the embodiment shown in Figure 5 and 6
involves the addition of connectors to the plate 56 before
folding, it will typically be preferable to add the
connectors after folding to reduce the likelihood of
damage to connectors during folding.
Figure 7 is a perspective view of another embodiment
of a hollow section structural member according to the
present invention. The embodiment is similar to the
embodiment shown in Figure 3 and shows a D-section hollow
section structural member 28.
6833840_1 (GHMatters) P92733.NZ 26/08/15
Specifically, with reference to Figure 7, the hollow
section structural member 28 comprises two steel plates
, 32 that form respectively different portions of the
transverse cross-section of the structural member 28. In
particular, plate 30 forms a linear backing plate and
plate 32 forms a C-section beam welded centrally, with
respect to the longitudinal axis of the structural member
28, to plate 30. Since plate 32 is centrally disposed on
plate 30, and the open or long side of the C-section plate
32 is shorter than the width of plate 30, two longitudinal
flanges 34, 36 are created, one extending from each side
of the C-section plate 32.
In addition, the end of the hollow section structural
member 28 shown in Figure 7 includes a connector in the
form of a plate 80 positioned to extend through a slot 82
in the C-section plate 32. The end of the plate 8o that
extends beyond the member 28 forms a mounting flange. The
other end of the plate 80 is welded or otherwise secured
to an internal wall of the plate 30.
Figure 8 shows a concrete filled column that can form
part of a framework of a multistorey building. The
concrete filled column comprises (a) the hollow section
structural member 10 described above, (b) concrete 68 that
fills the hollow section structural member 10 and, with
regard to the embodiment shown in Figure 9, (c)
reinforcement 72, 74 embedded in the concrete.
While the embodiment shown in Figure 8 is, in effect,
a concrete column sheathed in a metal skin, in order to
improve the mechanical connection between the concrete and
the hollow section structural member the embodiment
includes fill connection strengthening lugs, such as lug
64 in Figure 5, disposed along the length of the hollow
section structural member 10.
Hollow section structural member 70 as shown in
Figure 9 comprises an SHS hollow section structural member
according to Figure 1, filled with concrete. Set within
the concrete are reinforcing rods 72 and a rigidifying I-
6833840_1 (GHMatters) P92733.NZ 26/08/15
beam 74. It will be appreciated that any number and type
of reinforcing element may be used, the or each member
being set within the concrete, or directly connected (e.g.
welded) to the hollow section structural member, or
connected to the hollow section structural member by being
welded to reinforcement locating lugs 64.
The reinforcement can be added prior to the steel
plates being welded together to form the hollow section
structural member. To that end, the reinforcement can be
mechanically connected to the hollow section structural
member along its length, rather than simply being set into
concrete within the hollow section structural member.
One embodiment of a method for forming a hollow
section structural member, such as member 10 described
herein, comprises the following steps:
(a) forming two or more steel plates 12, 14 into
different portions of a transverse cross-section of the
hollow section structural member 10, by folding at least
one of the steel plates 12, 14; and
(b) positioning the steel plates 12, 14 adjacent one
another and welding the plates 12, 14 together (e.g. using
longitudinal welds 16, 18) to form the hollow section
structural member 10.
The fold in the or each steel plate is preferably a
longitudinal fold, so as to provide a consistent cross-
section along the length of the hollow section structural
member.
Similarly, the welds 16, 18 are preferably
longitudinal welds that are continuous over the length of
the hollow section structural member so as to prevent
leaks if the hollow section structural member is filled
with concrete.
As mentioned above, one or more openings may be
formed in the hollow section structural member. Forming
the openings could include sizing and positioning each
opening to:
(a) receive a beam; and/or
6833840_1 (GHMatters) P92733.NZ 26/08/15
(b) vent vapour from internally of the hollow section
structural member, for example steam being vented in the
event of a fire; and/or
(c) enable drainage of water from internally of the
hollow section structural member, particularly where the
structural member is on site unfilled during inclement
weather.
As also mentioned above, one or more connectors may
be fastened to a surface of one or more of the steel
plates, prior to positioning the plates adjacent one
another.
Fastening the connectors to the surface may include
fastening one or more connectors of the following types: a
column-beam connector; a moment resisting connector; a
fill-connection strengthening lug; a reinforcement
locating lug; and a reinforcing member.
Such a method may also include attaching one or more
reinforcing elements to an internal surface of one or more
of the steel plates prior to welding the steel plates
together to form the hollow section structural member.
This may be either by directly connecting the reinforcing
elements to the steel plates directly, or by connecting
the reinforcing elements to reinforcement locating lugs
that are attached to an internal surface of one or more of
the steel plates.
The above-described concrete-filled hollow section
structural members are suitable for use as columns that
form part of a framework of a multistorey building.
Many modifications may be made to the embodiments of
the present invention described above without departing
from the spirit and scope of the invention.
By way of example, the present invention is not
confined to the cross-sectional profiles of the particular
embodiments of the hollow section structural member shown
in Figures 1 to 5 and 7 and extends to any other suitable
profiles. One example of another profile is a circular
cross-section profile.
6833840_1 (GHMatters) P92733.NZ 26/08/15
By way of further example, the present invention is
not confined to the particular connectors shown in the
Figures and extends to any suitable connectors.
6833840_1 (GHMatters) P92733.NZ 26/08/15
Claims (5)
1. A hollow section structural member suitable to form an outer wall of a concrete-filled column in a framework 5 of a multi-storey building, the hollow section structural member comprising two or more steel plates that form different portions of the hollow section structural member, at least one of the steel plates being folded and with the steel plates being welded together and forming 10 the hollow section structural member, and connectors fastened to a surface of one or more of the steel plates, and with at least one of the steel plates having one or more openings for (a) receiving a beam, (b) venting vapour from internally of the hollow section structural member, 15 or (c) enabling drainage of water from internally of the member.
2. The hollow section structural member according to claim 1 wherein the or each fold is a longitudinal fold.
3. The hollow section structural member according to claim 1 or 2 wherein the steel plates are welded together by longitudinal welds. 25
4. The hollow section structural member according to any one of the preceding claims wherein the or each connector is selected from a group comprising: a column-beam connector; a moment resisting connector; a fill-connection strengthening lug; a reinforcement locating lug; and a 30 reinforcing member.
5. The hollow section structural member according to any one of the preceding claims comprising two folded steel plates. 6833840_1 (GHMatters) P92733.NZ 26/
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2013900566A AU2013900566A0 (en) | 2013-02-20 | Hollow section structural member | |
AU2013900566 | 2013-02-20 |
Publications (2)
Publication Number | Publication Date |
---|---|
NZ621503A NZ621503A (en) | 2015-09-25 |
NZ621503B true NZ621503B (en) | 2016-01-06 |
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