AU2010278672A1 - A connector for joining light steel beams - Google Patents

A connector for joining light steel beams Download PDF

Info

Publication number
AU2010278672A1
AU2010278672A1 AU2010278672A AU2010278672A AU2010278672A1 AU 2010278672 A1 AU2010278672 A1 AU 2010278672A1 AU 2010278672 A AU2010278672 A AU 2010278672A AU 2010278672 A AU2010278672 A AU 2010278672A AU 2010278672 A1 AU2010278672 A1 AU 2010278672A1
Authority
AU
Australia
Prior art keywords
connector
light steel
steel beam
hollow portion
securing means
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
AU2010278672A
Inventor
Martin Charles Holland
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZEMLA Pty Ltd
Original Assignee
ZEMLA Pty Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from AU2009903543A external-priority patent/AU2009903543A0/en
Application filed by ZEMLA Pty Ltd filed Critical ZEMLA Pty Ltd
Priority to AU2010278672A priority Critical patent/AU2010278672A1/en
Publication of AU2010278672A1 publication Critical patent/AU2010278672A1/en
Abandoned legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention provides a connector (11) for connecting a light steel beam (13) to another structure or further light steel beams. The light steel beam has at least one hollow portion (21) extending longitudinally from an end thereof. The connector (11) comprises a body having at least one securing means (17) which is adapted to be secured to the light steel beam. The at least one securing means comprises at least one projection (19) adapted to be received relative to the at least one hollow portion of the light steel beam whereby the at least one projection supports the hollow portion, preventing substantial deformation thereof.

Description

WO 2011/011827 PCT/AU2010/000957 -1 A CONNECTOR FOR JOINING LIGHT STEEL BEAMS Field of the Invention The present invention generally relates to the construction industry. In particular the invention relates to fixing structural members relative to each other or to 5 other structures. Background Art A significant cost in the construction of a structure is associated with those structural members which provide the required strength and support to the structure. These members are typically in the form of steel beams designed to 10 provide the required strength characteristics for the particular structure. The strength of a steel beam is largely dictated by its cross sectional profile and thickness of the steel sections. The thickness of the beam, whilst making the beam stronger, contributes significantly to the weight and associated costs to make and use the beam. 15 Various manufacturers have sought to address this problem by designing stronger beams using less material. One such beam is known as a light steel beam (LSB). This beam is manufactured from a thin plate of metal which, during manufacture, has both side ends folded so as to provide a hollow square/rectangular section extending along each side of the LSB. A typical cross 20 sectional profile of an LSB is shown in figure 2 of the attached drawings. Whilst LSB's are strong, relative light weight beams, they do prove problematic when connecting the LSB to another LSB, or other structure. This is largely attributed to the thickness of the material from which they are formed. For example, if welding an LSB to another structure the LSB is typically affected by 25 the heat generated by the welding process. As a result the capacity for the LSB to accommodate a full moment is reduced. This is further compounded where the LSB is manufactured from a high tensile steel.
WO 2011/011827 PCT/AU2010/000957 -2 Using alternate securing means such as fasteners is also problematic as the use of fasteners typically result in the deformation of the hollow sections which reduces the load carrying capacity of the LSB. As solutions to date significantly reduce the ability for the structure to maintain a 5 high tensile capacity the applications in which an LSB can be economically used are somewhat limited. The preceding discussion of the background to the invention is intended only to facilitate an understanding of the present invention. It should be appreciated that the discussion is not an acknowledgment or admission that any of the material 10 referred to was part of the common general knowledge as at the priority date of the application. SUMMARY OF INVENTION It is an object of this invention to provide a connector for securing a light steel beam to another structure, whereby the connector enables loads to be 15 distributed in the region where the light steel beam connects to the structure. It is to be understood that throughout this specification reference to another structure includes, but is not limited to, those structures in the form of one or more light steel beams, and/or conventional steel beams/frames. The present invention provides a connector for connecting a light steel beam to 20 another structure, the light steel beam having at least one hollow portion extending longitudinally from an end thereof, the connector comprises: a body having at least one securing means, the at least one securing means being adapted to be secured to the light steel beam, the at least one securing means comprising at least one projection 25 adapted to be received relative to the at least one hollow portion of the light steel beam whereby the at least one projection supports the hollow portion, preventing substantial deformation thereof.
WO 2011/011827 PCT/AU2010/000957 -3 wherein the connector secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is maintained. The connector of the present invention allows for the distribution of the load over a much larger area. This enables the structure/connection to largely, if not 5 entirely to retain its high tensile capacity. Preferably the securing means extends from a side of the body. Each hollow portion may be secured relative to one of the at least one projections. The number of projections required would typically equal the number of hollow portions. 10 In one aspect of the invention the at least one projection is adapted to be snugly received within the at least one hollow portion. In this embodiment the projection may be similar in cross sectional profile to that of the hollow portion but of smaller dimensions so as to be received therein. In another aspect of the invention the at least one projection is adapted to 15 receive the hollow portion therein. In this arrangement the hollow portion would also include non-hollow portions as the projection would not need to be received within the hollow portion. In this embodiment the projection may be formed from two plates extending from the body whereby the hollow portion is received therebetween. Alternatively the projection may be similar in cross sectional 20 profile to that of the hollow portion but of larger dimensions whereby the hollow portions may be received therebetween. In a further aspect of the invention the at least one projection may comprise a first projection element which extends into the hollow portion and a second projection element which receives the hollow portion therein such that the hollow 25 portion can be positioned between the first projection element and the second projection element. The length of the projection will typically be determined by the load which will be placed on the beam.
WO 2011/011827 PCT/AU2010/000957 -4 The securing means may further comprise a plurality of screws which pass through the hollow portion to secure the connector in place. The screws may pass through both sides of the hollow portion to provide a double shear connection. The screws may be arranged in a pattern which minimises any loss 5 of tensile capacity. Alternatively, the securing means may further comprise the use of a weld to secure the connector in place. In this arrangement one or more holes may be formed in either the hollow portion or the projection of the connector, whichever is on the outer side, and a weld is placed through the hole to secure the 10 connector in place. Unlike welding the light steel beam to another structure, this arrangement does not reduce the strength of the beam as the load is still distributed through the projection, thus avoiding load concentrations. The welds may be arranged in a pattern which minimises any loss of tensile capacity. Using either fasteners to secure the connector, or welds, the connector is 15 connected to the light steel section such that it provides for a double shear connection. The accommodation of tensile and compression loads provide the connection with a similar/same load capacity as if the beam were continuous. Each securing means may further comprise a tab. The tab may be secured to 20 the light steel beam when the at least one projection is received relative to the hollow portion of the light steel beam, whereby the tab assists in shear transfer between the components. The tab may be fastened to the light steel beam using screws. There may be more than one tab per securing means. The present invention further provides a connector for securing a light steel 25 beam to at least one structure, the light steel beam having at least one hollow portion extending from an end thereof, the connector comprises: a body having a first securing means adapted to be secured to the light steel beam, and at least one further securing means adapted to be secured to the structure; WO 2011/011827 PCT/AU2010/000957 -5 the first securing means comprises at least one projection which is adapted to be received relative to a hollow portion of the light steel beam whereby the first securing means supports the hollow portion, such that there is minimal deformation of the hollow portion; 5 wherein the connector secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is maintained. The at least one further securing means may be selected to allow the connector to be secured to the structure. In those aspects in which the structure is a traditional steel member of suitable 10 thickness the at least one further securing means may be in the form of a plate which may be welded to the steel member. In those aspects in which the structure is a further light steel beam, the at least one further securing means may be similar to the first securing means. Preferably the at least one projection of the securing means is received in the 15 hollow portion of the light steel beam. Preferably the number of projections of each securing means extending from the body corresponds to the number of hollow portions of the light steel beam. Preferably the connector is fixedly connected to the light steel beam when the at least one projection is received in the hollow portion. In this regard a plurality of 20 screws may extend through the hollow portion and projection to fixedly secure the connector to the beam, whereby the projection supports the hollow portion to prevent the hollow portion collapsing. In those arrangements where the light steel beam has a hollow portion extending along each side edge, the securing means may have two projections extending 25 therefrom. The securing means may also comprise a tab extending from the connector and adapted to be secured to a section of the light steel beam. The tab may be secured using screws.
WO 2011/011827 PCT/AU2010/000957 -6 The body may incorporate a brace or other strengthening means to strengthen the body. As the light steel beams increase in size, and/or the forces acting thereupon increase, the connector may need to be strengthened. The connector may be used to connect two or more light steel beams together. 5 The connector may have a corresponding number of securing means to the number of beams. The present invention further provides a connector for interconnecting a plurality of light steel beams, each light steel beam having two hollow portions extending in an opposed relation from an end thereof, the connector comprises: 10 a body having a plurality of securing means, the securing means being adapted to be secured to one of the plurality of light steel beams, the securing means comprising two projections, each projection being adapted to be secured relative to one of the hollow portions of each light steel beam whereby the projection supports the hollow portion, preventing 15 substantial deformation thereof. wherein the connector secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is maintained. The present invention provides a connector apparatus for connecting a light steel beam to another structure, the light steel beam having at least one hollow portion 20 extending longitudinally from an end thereof, the connector comprises: at least one securing means, the at least one securing means being adapted to be secured to the light steel beam, the at least one securing means comprising at least one projection adapted to be received relative to the at least one hollow portion of the light steel beam whereby the at 25 least one projection supports the hollow portion, preventing substantial deformation thereof, and a tab adapted to be secured to a section of the light steel beam; WO 2011/011827 PCT/AU2010/000957 -7 wherein the connector apparatus secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is maintained. The tab may provide one or more projections. 5 The projections may be provided by one or more elongate elements. The one or more elongate elements may be integral with the tab. In contrast to the prior art, the use of the connector to secure a light steel beam to another structure negates the need to weld the light steel beam in place, and ensures there is minimal reduction in the high torsion capacity of the light steel 10 beam. Brief Description of the Drawings The present invention will be further explained with reference to the attached drawings, wherein like structures are referred to by like numerals throughout the several views. The drawings shown are not necessarily to scale, with emphasis 15 instead generally being placed upon illustrating the principles of the present invention. The invention will be better understood by reference to the following description of several specific embodiments thereof as shown in the accompanying drawings in which: 20 Figure 1 is a side view of a connector, according to a first embodiment of the invention, connecting three light steel beams; Figure 2 is a cross sectional view of a light steel beam having two hollow portions; Figure 3 is a plan view of the connector shown in figure 1; WO 2011/011827 PCT/AU2010/000957 -8 Figure 4 is a side view of the connector shown in figure 1 with two light steel beams shown prior to engagement with the connector; Figure 5 is a perspective view of the connector shown in figure 1; Figure 6 is a side view of a connector, according to a second embodiment 5 of the invention, connecting two light steel beams; Figure 7 is a side view of a connector, according to a third embodiment of the invention, connecting two light steel beams; Figure 8 is a side view of a connector, according to a fourth embodiment of the invention, connecting a light steel beam to a surface such as a floor; 10 Figure 9 is a side view of a connector, according to a fifth embodiment of the invention, connecting two light steel beams; Figure 10 is a side view of a connector, according to a sixth embodiment of the invention, in the initial assembly stage for connecting two light steel beams positioned either side of an I-beam; 15 Figure 11 is a view similar to figure 10 whereby the installation of the connector is complete; Figure 12 is a side view of a connector, according to a seventh embodiment of the invention, connecting two light steel beams relative to a wall; 20 Figure 13 is a plan view of figure 12 through section AA; Figure 14 shows an alternative way of securing the projections relative to the light steel beam; Figure 15 is a side view of a connector, according to a ninth embodiment of the invention, adapted to connect two light steel beams; WO 2011/011827 PCT/AU2010/000957 -9 Figure 16 is a side view of a connector, according to a tenth embodiment of the invention, adapted to connect one light steel beam to another structure Figure 17 is a side view of a connector, according to an eleventh 5 embodiment of the invention, adapted to connect one light steel beam to a structure; and Figure 18 is a side view of a connector, according to a twelfth embodiment of the invention, adapted to connect two light steel beams; Best Mode(s) for Carrying out the Invention 10 The figures depict a connector used to connect a light steel beam to other light steel beams or structures. The general principles of the various embodiments are the same with each addressing the deficiencies in the prior art by enabling the transfer of loads relating to tension, compression and shear from the light steel beam to the connector without damaging the light steel beam and hence 15 compromising its load carrying capacity. This enables the connector of the present invention to provide a full moment connection. Referring to figures 1 to 5, the invention according to a first embodiment is in the form of a connector 11. In the embodiment shown, the connector 11 is adapted to interconnect three light steel beams (LSB) 13 within the same plane. 20 However, it is to be readily understood that the connector 11 may be adapted to secure an LSB to another structure, or may be configured to interconnect a number of LSB's in a variety of configurations, some of which are shown in the further embodiments discussed below. These variations are to be considered within the scope of this invention. 25 Each LSB 13 is in the form of a beam having a hollow portion 21 extending each side 23 of the LSB along its longitudinal length. The LSB 13 is formed from a thin steel plate, which undergoes a series of folding actions to form the hollow portions at each edge. Whilst not shown in the figures, each hollow portion has a plurality of holes 25 extending therethrough in a region adjacent the end, for WO 2011/011827 PCT/AU2010/000957 -10 reasons which will be discussed below. The connector 11 of the current embodiment is best shown in figure 3. The connector 11 is of hollow construction and provides a body. The connector 11 also comprises three securing means 17 extending from the body and adapted to 5 engage with and support each LSB 13 relative to the connector 11. Each securing means 17 is in the form of two projections 19 extending from a side of the connector 11. Each projection 19 is adapted to be snugly received within a respective hollow portion 21. Each projection 19 extends into the hollow portion 21 as the connector 11 is fitted to the LSB 13. This provides support to 10 the hollow portion 21 preventing the hollow portion from deforming. It also provides a means by which force may be transferred to the connector 11. Referring to figure 4, each projection 19 has a plurality of holes 25 therein for reasons which will be later discussed. The securing means 17 of the connector 11 also comprises a tab 27. Each tab 15 27 extends from the same side of the body from which the projections of the securing means 17 extends. Each tab 27 is adapted to align and abut with a region of the LSB 13 between the two hollow portions 21 such that the tab 27 may be secured thereto. As can be seen in figure 3, each tab 27 has a plurality of holes 25 therethrough for reasons which will be discussed below. 20 In order to connect each LSB 13 to the connector 11, each projection 19 is aligned with and inserted into respective hollow portions 21. Once in place, each LSB 13 is fixedly connected to the connector 11 by screws 29 inserted through holes 25 in the hollow portion 21 and projection 19, as shown in figure 1. As a result of the configuration of this embodiment the shear force may be distributed 25 between the hollow portions 21, whilst the hollow portions 21 are supported by the projections 19. This double shear effect also enables less screws to be used, resulting in time and cost savings. To further secure each LSB 13 to the connector 11, as well as further distributing the shear force, screws (not shown) pass through the holes 25 of the tab 27 as WO 2011/011827 PCT/AU2010/000957 -11 well as holes (not shown) of the LSB 13 to secure the tab 27 to the LSB 13. The connector 11 of embodiments two and three are shown in figures 6 and 7. In these embodiments the connector 11 is used to provide a haunch. In so doing each securing means 117 extends from the body of the connector. Figure 7 also 5 provides a brace plate 51 which extends between the securing means 117a, 11 7b to increase the strength of the connector 11. The connector 11 of embodiment four is shown in figure 8. In this embodiment the connector 11 has a first securing means 17 for connecting a light steel beam to a surface such as a floor. In this embodiment the connector 11 has a plurality 10 of apertures 231 which provide a further securing means. A plurality of screws/bolts may pass through the apertures 231 to secure the connector 11 to the surface. The connector 11 of embodiment five is shown in figure 9. In this embodiment the connector 11 comprises two elongate elements 421 and a tab 417. Each 15 elongate element 421 provides a projection 419 at each end thereof. Each projection 419 is adapted to be received in the respective hollow portion 21 of the LSB and secured thereto using screws (not shown). The tab 417 is adapted to be secured across each of the light steel beams when the beams are in abutment. 20 The connector 11 of embodiment six is shown in figures 10 and 11. In this embodiment the connector 11 comprises an elongate element 551, which provides a projection 519 at each end thereof and two tabs 517 whereby each tab 517 supports a projection 519. Each projection 519 is adapted to be received in respective hollow portions 21. This embodiment allows moment 25 continuity across the connection even when an obstruction such as an I-beam 561, prevents the light steel beams to be in abutment. When installing the connector assembly 11, the elongate element 521 is positioned such that the projections 59 provided by the elongate element 521 are received in the hollow portions 21. The tabs 517 may then be positioned such that projections provided 30 by the tabs 517 are received in their respective hollow portions. These are inserted completely into the hollow portion and the light steel beams positioned WO 2011/011827 PCT/AU2010/000957 -12 relative to the obstruction. Once positioned the tabs 521 can be drawn toward each other, as shown in figure 11 before being secured together using bolts 571. Once secured the tabs 517 may be secured to their respective beams and the projections 519 secured relative to their respective hollow portions. 5 The connector 11 of embodiment seven is shown in figure 12 and 13. This embodiment is similar to the sixth embodiment but has an obstruction in the form of a firewall 661. Those skilled in the art will note that by enabling a continuous connection across the firewall will provide significant cost savings in relation to the construction of the building. 10 Figure 14 shows an alternative way of securing each projection 519 relative to the hollow portion 21 of the light steel beam 13, whereby a weld 129 is used at holes 25 to secure the projection in place. A similar process may also be used to secure the tab to the light steel beam. This allows the projection to be secured to the LSB without reducing the capacity of the connection to accommodate full 15 moment loading. Figures 15 to 18 show further embodiments of the connector 11. In each of these embodiments the connector 11 is made from press forming a steel sheet and forming slots 53 therein to provide projections 19 and tabs 27. The tab 27 and projections 19 may be strengthened by first folding the sheet upon itself to 20 increase the thickness in the region of the securing means 17. Currently LSB's are used as light weight solutions where the moment at the joint is relatively minor, such as may be the case for mezzanine floors. As the current invention allows the connection to accommodate a full moment, the range of applications an LSB has significantly expanded and can now include applications 25 in commercial construction where the LSB may be used to replace the primary support members, which are typically heavy I-beams. Whilst the above embodiments are discussed in relation to an LSB having two hollow portions extending along each side, the scope of the invention is understood to encompass LSB's of varying configurations having one or more 30 hollow portions.
WO 2011/011827 PCT/AU2010/000957 -13 Modifications and variations such as would be apparent to the skilled addressee are considered to fall within the scope of the present invention. Throughout the specification, unless the context requires otherwise, the word "comprise" or variations such as "comprises" or "comprising", will be understood 5 to imply the inclusion of a stated integer or group of integers but not the exclusion of any other integer or group of integers.

Claims (25)

1. A connector for connecting a light steel beam to another structure, the light steel beam having at least one hollow portion extending longitudinally from an end thereof, the connector comprises: 5 a body having at least one securing means, the at least one securing means being adapted to be secured to the light steel beam, the at least one securing means comprising at least one projection adapted to be received relative to the at least one hollow portion of the light steel beam 10 whereby the at least one projection supports the hollow portion, preventing substantial deformation thereof.
2. The connector according to claim 1 wherein the securing means extends from a side of the body.
3. The connector according to claim 1 or 2 wherein each hollow portion is 15 secured relative to one of the at least one projections.
4. The connector according to claim 1, 2 or 3 wherein the at least one projection is adapted to be snugly received within the at least one hollow portion.
5. The connector according to claim 1, 2 or 3 wherein the at least one projection is adapted to receive the hollow portion therein. 20
6. The connector according to any one of the preceding claims wherein the securing means further comprises a plurality of screws which pass through the hollow portion to secure the connector in place.
7. The connector according to claim 6 wherein the screws pass through both sides of the hollow portion to provide a double shear connection. WO 2011/011827 PCT/AU2010/000957 -15
8. The connector according to any one of claims 1 to 5 wherein the securing means further comprises the use of a weld to secure the connector in place.
9. The connector according to any one of the preceding claims wherein each securing means further comprises at least one tab. 5
10.The connector according to claim 9 wherein the tab is secured to the light steel beam when the at least one projection is received relative to the hollow portion of the light steel beam, whereby the tab assists in shear transfer between the components.
11. The connector according to claim 7 or 8 wherein the tab is fastened to the 10 light steel beam using screws.
12.A connector for securing a light steel beam to at least one structure, the light steel beam having at least one hollow portion extending from an end thereof, the connector comprises: a body having a first securing means adapted to be secured to the light 15 steel beam, and at least one further securing means adapted to be secured to the structure; the first securing means comprises at least one projection which is adapted to be received relative to a hollow portion of the light steel beam whereby the first securing means supports the hollow portion, such that 20 there is minimal deformation of the hollow portion; wherein the connector secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is maintained.
13. The connector according to claim 10 wherein the at least one further securing means is selected to allow the connector to be secured to the structure. 25
14. The connector according to claim 10 or 11 wherein the at least one projection of the securing means is received in the hollow portion of the light steel beam. WO 2011/011827 PCT/AU2010/000957 -16
15.The connector according to claim 10, 11 or 12 wherein the number of projections of each securing means extending from the body corresponds to the number of hollow portions of the light steel beam.
16.The connector according to claim 13 wherein the connector is fixedly 5 connected to the light steel beam when the at least one projection is received in the hollow portion and secured thereto, whereby the projection supports the hollow portion to prevent the hollow portion collapsing.
17. The connector according to any one of claims 10 to 14 wherein the securing means also comprise a tab extending from the connector and adapted to be 10 secured to a section of the light steel beam.
18.The connector according to any one of claims 10 to 15 wherein the body incorporates a brace or other strengthening means to strengthen the body.
19.A connector for interconnecting a plurality of light steel beams, each light steel beam having two hollow portions extending in an opposed relation from 15 an end thereof, the connector comprises: a body having a plurality of securing means, the securing means being adapted to be secured to one of the plurality of light steel beams, the securing means comprising two projections, each projection being adapted to be received relative to one of the hollow portions of each light 20 steel beam whereby the projections supports the hollow portion, preventing substantial deformation thereof. wherein the connector secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is maintained.
20.A connector apparatus for connecting a light steel beam to another structure, 25 the light steel beam having at least one hollow portion extending longitudinally from an end thereof, the connector comprises: WO 2011/011827 PCT/AU2010/000957 -17 at least one securing means, the at least one securing means being adapted to be secured to the light steel beam, the at least one securing means comprising at least one projection adapted to be received relative to the at least one hollow portion of the light steel beam whereby the at 5 least one projection supports the hollow portion, preventing substantial deformation thereof, and a tab adapted to be secured to a section of the light steel beam; wherein the connector apparatus secures the light steel beam relative to the structure such that the strength and integrity of the light steel beam is 10 maintained.
21. The connector apparatus according to claim 20 wherein the tab provides one or more projections.
22. The connector apparatus according to claim 20 or 21 wherein the projections are provided by one or more elongate elements. 15
23. The connector apparatus according to claim 22 wherein the one or more elongate elements is integral with the tab.
24.A connector as substantially herein described with reference to the drawings.
25.A connector assembly as substantially herein described with reference to the drawings. 20
AU2010278672A 2009-07-29 2010-07-29 A connector for joining light steel beams Abandoned AU2010278672A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2010278672A AU2010278672A1 (en) 2009-07-29 2010-07-29 A connector for joining light steel beams

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AU2009903543 2009-07-29
AU2009903543A AU2009903543A0 (en) 2009-07-29 Connector
AU2010278672A AU2010278672A1 (en) 2009-07-29 2010-07-29 A connector for joining light steel beams
PCT/AU2010/000957 WO2011011827A1 (en) 2009-07-29 2010-07-29 A connector for joining light steel beams

Publications (1)

Publication Number Publication Date
AU2010278672A1 true AU2010278672A1 (en) 2012-02-23

Family

ID=43528637

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2010278672A Abandoned AU2010278672A1 (en) 2009-07-29 2010-07-29 A connector for joining light steel beams

Country Status (2)

Country Link
AU (1) AU2010278672A1 (en)
WO (1) WO2011011827A1 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH452154A (en) * 1967-04-26 1968-05-31 Alusuisse Frame construction with skeleton construction
US3786612A (en) * 1970-11-17 1974-01-22 W Baker Angle connectors for modular beam structures
WO1995020082A1 (en) * 1991-09-26 1995-07-27 Higgins Gregory J Orthogonal framework for modular building systems
AU693165B2 (en) * 1995-04-28 1998-06-25 Samuel Murray Ford Johns Connectors for dog-bone beams

Also Published As

Publication number Publication date
WO2011011827A1 (en) 2011-02-03

Similar Documents

Publication Publication Date Title
US8978338B2 (en) Structural trusses with monolithic connector plate members
US20190249410A1 (en) Moment-resisting frames and kits for assembling the same
KR101118608B1 (en) Phi truss structure
US9915045B1 (en) Folded steel plate bridge system
US20100031600A1 (en) Load Bearing Frame
KR20190050112A (en) Steel pipe structure for truss bridge and truss bridge using the same
Sherman Designing with structural tubing
TWI425136B (en) Metal joint
WO2018039717A1 (en) Connection arrangement for connecting a cross-member to a vertical member
US20210164244A1 (en) Heavy duty spanning forms and related systems and methods
US7192081B2 (en) Automotive frame
AU2366999A (en) Modular structural components
US20200354947A1 (en) Bolted slotted beam web connection designs
JP4408274B2 (en) Steel assembly parts
AU2010278672A1 (en) A connector for joining light steel beams
CN212358584U (en) Connecting piece, beam column connected node and beam column subassembly
JP2002088910A (en) Buckling-restrained brace material
WO2022048388A1 (en) Connecting member, beam-column connection joint, beam-column assembly and manufacturing method therefor
KR200356605Y1 (en) Pipe beam
CN112575911A (en) Composite material section bar beam lengthening structure and connecting method and application thereof
JP2006037577A (en) Complementary rigid beam and its manufacturing method
KR101747959B1 (en) Built-up beam with double web
JP2019105074A (en) Ceiling substrate structure
CN214879481U (en) Blind groove top plate assembly wire-passing hanging bracket
CN218813162U (en) Bridge extending structure

Legal Events

Date Code Title Description
MK4 Application lapsed section 142(2)(d) - no continuation fee paid for the application