WO2016026873A1 - A scaffold assembly and method of manufacture - Google Patents

A scaffold assembly and method of manufacture Download PDF

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Publication number
WO2016026873A1
WO2016026873A1 PCT/EP2015/068974 EP2015068974W WO2016026873A1 WO 2016026873 A1 WO2016026873 A1 WO 2016026873A1 EP 2015068974 W EP2015068974 W EP 2015068974W WO 2016026873 A1 WO2016026873 A1 WO 2016026873A1
Authority
WO
WIPO (PCT)
Prior art keywords
tubular element
coupling
scaffold
abutment
scaffold assembly
Prior art date
Application number
PCT/EP2015/068974
Other languages
French (fr)
Inventor
Kevin JURY
Paul Butler
Original Assignee
Ui Property Limited
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
Application filed by Ui Property Limited filed Critical Ui Property Limited
Priority to EP15750768.2A priority Critical patent/EP3183077A1/en
Priority to CA2958589A priority patent/CA2958589A1/en
Priority to US15/504,712 priority patent/US20170260759A1/en
Publication of WO2016026873A1 publication Critical patent/WO2016026873A1/en
Priority to US16/518,269 priority patent/US20200002956A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/32Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D26/00Shaping without cutting otherwise than using rigid devices or tools or yieldable or resilient pads, i.e. applying fluid pressure or magnetic forces
    • B21D26/02Shaping without cutting otherwise than using rigid devices or tools or yieldable or resilient pads, i.e. applying fluid pressure or magnetic forces by applying fluid pressure
    • B21D26/033Deforming tubular bodies
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D39/00Application of procedures in order to connect objects or parts, e.g. coating with sheet metal otherwise than by plating; Tube expanders
    • B21D39/06Application of procedures in order to connect objects or parts, e.g. coating with sheet metal otherwise than by plating; Tube expanders of tubes in openings, e.g. rolling-in
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members

Definitions

  • This invention relates to a scaffold assembly and a method of manufacturing same, in particular a scaffold assembly which includes a tubular element such as a conventional scaffold upright, and one or more brackets or couplings, for example a conventional scaffold rosette, uniquely secured to the upright without any requirement for welding or additional fixings.
  • Scaffold systems and assemblies are used in a large number of applications, most notably to allow individuals such as construction workers or the like to gain access to difficult to reach areas, often at elevated heights, in order to carry out construction work, repairs, inspections, etc. While the majority of scaffold assemblies consist exclusively of interconnected uprights and cross members, there is often a requirement for the connection of one or more scaffold components positioned at an angle to the vertical uprights or horizontal cross members. In such arrangements it is conventional to utilise an upright or cross member onto which has been welded or otherwise secured a coupling such as a "rosette" which enables the angled connection of one or more scaffold components.
  • the welding of a coupling to aluminium scaffold can give rise to a number of problems, in particular a weakening of the aluminium surrounding the weld, which is effectively heat treated as a result of being subjected to the heat of the welding process.
  • The can give rise to a localised failure of the scaffold component, and given that this component may be a structural part of a much larger scaffold assembly, can be an extremely dangerous issue.
  • a scaffold assembly comprising a hollow tubular element; and a coupling circumscribing the tubular element; characterised in that the coupling is secured in position by at least one abutment formed as a localised outward deformation of the tubular element.
  • the scaffold assembly comprises a pair of axially spaced abutments between which the coupling is captured.
  • the coupling comprises a recess opening onto an interface between the coupling and the tubular element, and at least one abutment formed as a localised outward deformation into the recess.
  • the at least one abutment comprises an annular deformation of the tubular element.
  • the coupling comprises a rosette.
  • the tubular element is formed from aluminium.
  • the at least one abutment is formed as a deformation extending from an inner wall to an outer wall of the tubular element.
  • the axial spacing between the first and second abutments is substantially equal to the thickness of the coupling.
  • the tubular element comprises a scaffold upright.
  • the coupling is formed integrally with a scaffold component.
  • a method of manufacturing a scaffold assembly comprising a hollow tubular element and a coupling circumscribing the tubular element, the method comprising locally outwardly deforming the tubular element to form an abutment positioned to retain the coupling in position.
  • the method comprises the step of forming a pair of abutments axially spaced along the tubular element, between which the coupling is captured.
  • the method comprises the steps of providing a recess in the coupling opening onto an interface between the coupling and the tubular element; and forming at least one abutment as an outward deformation into the recess.
  • the method comprises cold forming the or each abutment.
  • the method comprises forming the or each abutment through deformation of the tubular element from an inner wall of the tubular element.
  • the method comprises the step of inserting a forming tool into a hollow interior of the tubular element; and expanding at least a portion of the forming tool in order to form the abutments.
  • the method comprises utilising hydraulic pressure in order to effect expansion of the forming tool.
  • the method comprises radially outwardly expanding an annular array of discrete forming elements comprised in the forming tool.
  • the method comprises forcing a conical wedge against the array of forming elements in order to effect the radially outward expansion of the annular array.
  • the method comprises securing the tubular element and coupling in a forming jig prior to undertaking deformation of the tubular element.
  • axially is intended to refer to a longitudinal axis of the tubular element, for example an elongate hollow scaffold pole or the like.
  • Figure 1 illustrates a perspective view of a scaffold assembly according to an embodiment of the present invention, including a rosette type coupling and a tubular element secured together;
  • Figure 2 illustrates a side elevation of the scaffold assembly as illustrated in Figure 1
  • Figure 3 illustrates the tubular element forming part of the scaffold assembly shown in Figures 1 and 2 in isolation from the coupling;
  • Figure 4 illustrates a perspective view of a forming tool used in the method according to the present invention for securing the coupling to the tubular element
  • Figure 5 illustrates a perspective view from one end of the scaffold assembly illustrated in Figures 1 and 2, and having the forming tool illustrated in Figure 4 inserted into the tubular element as illustrated in isolation in Figure 3;
  • Figure 6 illustrates a perspective view of the scaffold assembly shown in Figures 1 and 5 mounted in a forming jig;
  • Figure 7 illustrates a sectioned view of the scaffold assembly according to the invention and having an additional abutment for securing the coupling to the tubular element.
  • a scaffold assembly for use with general scaffold constructions in order to facilitate the connection of one or more scaffold components (not shown) to a scaffold upright or other scaffold element, which scaffold component (not shown) can then extend at any desired angular orientation relative to the scaffold upright.
  • Such an arrangement is well known and utilised in conventional scaffold constructions.
  • the manner and method by which the scaffold assembly 10 of the present invention is constructed is novel.
  • the scaffold assembly 10 comprises a hollow tubular element 12, preferably formed from aluminium but may be formed from any other suitable material, for example stainless steel or the like, and a coupling in the form of a rosette 14 which is secured about the exterior of the tubular element 12 as will be described in detail hereinafter.
  • a rosette 14 which is secured about the exterior of the tubular element 12 as will be described in detail hereinafter.
  • the tubular element 12 is illustrated as a relatively short length, it will be appreciated that in use the tubular element 12 will be of any suitable length to function as a scaffold upright or alternative scaffold element.
  • the rosette 14 could be of any other suitable form, and indeed could be replaced with any other coupling permitting the connection of one or more scaffold elements (not shown) to the tubular element 12.
  • the coupling 14 could also be formed integrally with the one or more scaffold components (not shown) to be connected to the tubular element 12.
  • the rosette 14 is secured in position on the exterior of the tubular element 12 by means of a first abutment 16 and an axially-spaced second abutment 18 between which a channel 20 (only visible in Figure 3) is formed and within which the rosette 14 is captured.
  • the rosette 14 is thus effectively clamped between the first and second abutments 16, 18 in order to prevent axial displacement along the tubular element 12, in addition to preferably preventing any rotation of the rosette 14 on the tubular element 12.
  • the tubular element 12, including the first and second abutments 16, 18 is shown in isolation from the rosette 14 in Figure 3.
  • the use of the pair of abutments 6, 8 to clamp the rosette 14 in position avoids the requirement for welding between the tubular element 12 and the rosette 14, or the use of any additional fixing hardware or the like.
  • the scaffold assembly 10 is cold formed by deforming portions of the tubular element 12 in order to form the first and second abutments 16, 18.
  • an expanding tool 22 is utilised to form the first and second abutments 16, 18 in the tubular element 12.
  • the expanding tool 22 comprises an annular array of discrete forming elements 24 which may be expanded radially outwardly from the positions shown in Figure 4.
  • the forming elements define a pair of raised ridges 25 which circumscribe the tool 22.
  • the radial displacement of the forming elements 24 may be effected by any number of suitable methods, and for example may be achieved by means of an expanding wedge type arrangement whereby a plunger 26 having a substantially conical nose (not shown) is driven into the centre of the annular array of forming elements 24, in order to splay or expand the individual forming elements 24 radially outward.
  • the plunger 26 may be driven by any suitable means, whether mechanical, hydraulic, pneumatic or otherwise. Once the pressure is removed from the plunger 26 it will revert to the position illustrated in Figure 4, thereby allowing the individual forming elements 24 to be retracted radially inwardly to permit removal of the tool 22 from within the tubular element 12.
  • the forming tool 22 in the retracted state as illustrated in Figure 4, is inserted into a lumen 28 defining the hollow interior of the tubular element 12.
  • This arrangement is illustrated in Figure 5, with the plunger 26 of the forming tool 22 omitted in order to illustrate the interior of the annular array of forming elements 24.
  • the scaffold assembly 10 Prior to insertion of the tool 22 the scaffold assembly 10 may preferably be seated within a forming jig 30.
  • the jig 30 is adapted to hold the tubular element 12 and the rosette 14 immobilised on the exterior of the tubular element 12.
  • the forming tool 22 is located at the correct axial position within the lumen 28, such that the tow rings of ridges 25 are located at the positions at which the first and second abutments 16,18 are to be formed.
  • Pressure is then applied to the plunger 26, preferably hydraulic pressure, thus driving the plunger 26 against the interior of the forming elements 24 in order to effect the radially outward displacement of the forming elements 24.
  • This outward expansion forces the two annular ridges 25 against an interior wall 32 of the tubular element 12.
  • Further pressure applied to the plunger 26 will then begin to effect localised deformation of the tubular element 12, forcing the aluminium or other material of the tubular element 12 outwardly to define the first and second abutments 16, 18.
  • the pressure can be released from the plunger 26 allowing the individual forming elements 24 to be retracted, for example by means of a spring or other suitable biasing means.
  • the forming tool 22 can then be removed from within the lumen 28 of the tubular element 12, and the scaffold assembly 10 then removed from the forming jig 30. At this point the rosette or other coupling 14 is securely mounted to the tubular element 12, and the scaffold assembly 10 is ready for use.
  • a further abutment 32 may be formed in the tubular element 12, again preferably an annularly extending abutment 32, at the location where the coupling 14 overlies the tubular element 12.
  • a recess 34 again preferably extending annularly, is provided in the coupling 4 and opening onto the interface between the tubular element 12 and the coupling 14. In this way the abutment 32 will be deformed outwardly during formation in order to at least partially fill the recess 34.
  • the abutment 32 substantially fills the recess 34, more preferably with a slight interference fit, in order to provide maximum load bearing capacity.
  • the arrangement shown in Figure 7 intentionally exaggerates the size of the recess 34 relative to the abutment 32 for illustrative purposes.
  • the abutment 32 may be formed in the same was as described above with reference to the abutments 16, 18.
  • the recess 34 is machined or otherwise formed in the coupling 14 prior to assembling the tubular element 12 and coupling 14 together, it is also envisaged that, depending on the load carrying capacity of the assembly 10, the pair of abutments 16, 18 could be omitted and the abutment 32 solely used to secure the coupling 14 in position. It will be appreciated that the above mentioned method may be fully automated, and thus a cold forming process can be performed at significantly increased speed relative to existing methods of securement such as welding or the like.
  • the assembly 10 of the present invention and the method of manufacturing same, provide an alternative means of securing a coupling or the like to a tubular scaffold element, which is fully automatable, cost effective, and eliminates the problems associated with alternative means of joining such components.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Earth Drilling (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention provides a scaffold assembly, in particular a combination of a conventional tubular scaffold tube or pole and a rosette type coupling which enables the connection of additional scaffold components to the scaffold assembly, the coupling and tubular element being fixed relative to one another by means of at least one abutment which is cold formed in the tubular element such as to fix the coupling in position relative thereto.

Description

A scaffold assembly and method of manufacture
Field of the invention
This invention relates to a scaffold assembly and a method of manufacturing same, in particular a scaffold assembly which includes a tubular element such as a conventional scaffold upright, and one or more brackets or couplings, for example a conventional scaffold rosette, uniquely secured to the upright without any requirement for welding or additional fixings.
Background of the invention
Scaffold systems and assemblies are used in a large number of applications, most notably to allow individuals such as construction workers or the like to gain access to difficult to reach areas, often at elevated heights, in order to carry out construction work, repairs, inspections, etc. While the majority of scaffold assemblies consist exclusively of interconnected uprights and cross members, there is often a requirement for the connection of one or more scaffold components positioned at an angle to the vertical uprights or horizontal cross members. In such arrangements it is conventional to utilise an upright or cross member onto which has been welded or otherwise secured a coupling such as a "rosette" which enables the angled connection of one or more scaffold components.
However, the welding of a coupling to aluminium scaffold can give rise to a number of problems, in particular a weakening of the aluminium surrounding the weld, which is effectively heat treated as a result of being subjected to the heat of the welding process. The can give rise to a localised failure of the scaffold component, and given that this component may be a structural part of a much larger scaffold assembly, can be an extremely dangerous issue.
In addition, the process of welding aluminium scaffold is a costly and time consuming process, and it is therefore an object of the present intention to provide a scaffold assembly and a method of manufacture which does not require welding, in which the securing of two scaffold parts to one another can be performed as a cold operation. Summary of the invention According to a first aspect of the present invention there is provided a scaffold assembly comprising a hollow tubular element; and a coupling circumscribing the tubular element; characterised in that the coupling is secured in position by at least one abutment formed as a localised outward deformation of the tubular element. Preferably, the scaffold assembly comprises a pair of axially spaced abutments between which the coupling is captured.
Preferably, the coupling comprises a recess opening onto an interface between the coupling and the tubular element, and at least one abutment formed as a localised outward deformation into the recess.
Preferably, the at least one abutment comprises an annular deformation of the tubular element. Preferably, the coupling comprises a rosette.
Preferably, the tubular element is formed from aluminium.
Preferably, the at least one abutment is formed as a deformation extending from an inner wall to an outer wall of the tubular element.
Preferably, the axial spacing between the first and second abutments is substantially equal to the thickness of the coupling.
Preferably, the tubular element comprises a scaffold upright.
Preferably, the coupling is formed integrally with a scaffold component.
According to a second aspect of the present invention there is provided a method of manufacturing a scaffold assembly comprising a hollow tubular element and a coupling circumscribing the tubular element, the method comprising locally outwardly deforming the tubular element to form an abutment positioned to retain the coupling in position.
Preferably, the method comprises the step of forming a pair of abutments axially spaced along the tubular element, between which the coupling is captured. Preferably, the method comprises the steps of providing a recess in the coupling opening onto an interface between the coupling and the tubular element; and forming at least one abutment as an outward deformation into the recess.
Preferably, the method comprises cold forming the or each abutment.
Preferably, the method comprises forming the or each abutment through deformation of the tubular element from an inner wall of the tubular element.
Preferably, the method comprises the step of inserting a forming tool into a hollow interior of the tubular element; and expanding at least a portion of the forming tool in order to form the abutments.
Preferably, the method comprises utilising hydraulic pressure in order to effect expansion of the forming tool.
Preferably, the method comprises radially outwardly expanding an annular array of discrete forming elements comprised in the forming tool. Preferably, the method comprises forcing a conical wedge against the array of forming elements in order to effect the radially outward expansion of the annular array.
Preferably, the method comprises securing the tubular element and coupling in a forming jig prior to undertaking deformation of the tubular element.
As used herein, the term "axially" is intended to refer to a longitudinal axis of the tubular element, for example an elongate hollow scaffold pole or the like.
Brief description of the drawings
The present invention will now be described with reference to the accompanying drawings, in which:
Figure 1 illustrates a perspective view of a scaffold assembly according to an embodiment of the present invention, including a rosette type coupling and a tubular element secured together;
Figure 2 illustrates a side elevation of the scaffold assembly as illustrated in Figure 1; Figure 3 illustrates the tubular element forming part of the scaffold assembly shown in Figures 1 and 2 in isolation from the coupling;
Figure 4 illustrates a perspective view of a forming tool used in the method according to the present invention for securing the coupling to the tubular element;
Figure 5 illustrates a perspective view from one end of the scaffold assembly illustrated in Figures 1 and 2, and having the forming tool illustrated in Figure 4 inserted into the tubular element as illustrated in isolation in Figure 3;
Figure 6 illustrates a perspective view of the scaffold assembly shown in Figures 1 and 5 mounted in a forming jig; and
Figure 7 illustrates a sectioned view of the scaffold assembly according to the invention and having an additional abutment for securing the coupling to the tubular element.
Detailed description of the drawings Referring now to the accompanying drawings there is illustrated a scaffold assembly, generally indicated as 10, for use with general scaffold constructions in order to facilitate the connection of one or more scaffold components (not shown) to a scaffold upright or other scaffold element, which scaffold component (not shown) can then extend at any desired angular orientation relative to the scaffold upright. Such an arrangement is well known and utilised in conventional scaffold constructions. However, the manner and method by which the scaffold assembly 10 of the present invention is constructed is novel.
The scaffold assembly 10 comprises a hollow tubular element 12, preferably formed from aluminium but may be formed from any other suitable material, for example stainless steel or the like, and a coupling in the form of a rosette 14 which is secured about the exterior of the tubular element 12 as will be described in detail hereinafter. Although the tubular element 12 is illustrated as a relatively short length, it will be appreciated that in use the tubular element 12 will be of any suitable length to function as a scaffold upright or alternative scaffold element. In addition, it will be appreciated that the rosette 14 could be of any other suitable form, and indeed could be replaced with any other coupling permitting the connection of one or more scaffold elements (not shown) to the tubular element 12. The coupling 14 could also be formed integrally with the one or more scaffold components (not shown) to be connected to the tubular element 12. Referring in particular to Figures 1 and 2 it can be seen that the rosette 14 is secured in position on the exterior of the tubular element 12 by means of a first abutment 16 and an axially-spaced second abutment 18 between which a channel 20 (only visible in Figure 3) is formed and within which the rosette 14 is captured. The rosette 14 is thus effectively clamped between the first and second abutments 16, 18 in order to prevent axial displacement along the tubular element 12, in addition to preferably preventing any rotation of the rosette 14 on the tubular element 12. The tubular element 12, including the first and second abutments 16, 18 is shown in isolation from the rosette 14 in Figure 3. The use of the pair of abutments 6, 8 to clamp the rosette 14 in position avoids the requirement for welding between the tubular element 12 and the rosette 14, or the use of any additional fixing hardware or the like.
In the preferred embodiment of the invention the scaffold assembly 10 is cold formed by deforming portions of the tubular element 12 in order to form the first and second abutments 16, 18. In a particularly preferred embodiment, and referring to Figure 4, an expanding tool 22 is utilised to form the first and second abutments 16, 18 in the tubular element 12. The expanding tool 22 comprises an annular array of discrete forming elements 24 which may be expanded radially outwardly from the positions shown in Figure 4. As an annular array the forming elements define a pair of raised ridges 25 which circumscribe the tool 22. The radial displacement of the forming elements 24 may be effected by any number of suitable methods, and for example may be achieved by means of an expanding wedge type arrangement whereby a plunger 26 having a substantially conical nose (not shown) is driven into the centre of the annular array of forming elements 24, in order to splay or expand the individual forming elements 24 radially outward. The plunger 26 may be driven by any suitable means, whether mechanical, hydraulic, pneumatic or otherwise. Once the pressure is removed from the plunger 26 it will revert to the position illustrated in Figure 4, thereby allowing the individual forming elements 24 to be retracted radially inwardly to permit removal of the tool 22 from within the tubular element 12.
Thus in use the forming tool 22, in the retracted state as illustrated in Figure 4, is inserted into a lumen 28 defining the hollow interior of the tubular element 12. This arrangement is illustrated in Figure 5, with the plunger 26 of the forming tool 22 omitted in order to illustrate the interior of the annular array of forming elements 24. Prior to insertion of the tool 22 the scaffold assembly 10 may preferably be seated within a forming jig 30. The jig 30 is adapted to hold the tubular element 12 and the rosette 14 immobilised on the exterior of the tubular element 12. At this point the forming tool 22 is located at the correct axial position within the lumen 28, such that the tow rings of ridges 25 are located at the positions at which the first and second abutments 16,18 are to be formed. Pressure is then applied to the plunger 26, preferably hydraulic pressure, thus driving the plunger 26 against the interior of the forming elements 24 in order to effect the radially outward displacement of the forming elements 24. This outward expansion forces the two annular ridges 25 against an interior wall 32 of the tubular element 12. Further pressure applied to the plunger 26 will then begin to effect localised deformation of the tubular element 12, forcing the aluminium or other material of the tubular element 12 outwardly to define the first and second abutments 16, 18. Once the abutments 16,18 have been fully formed, the pressure can be released from the plunger 26 allowing the individual forming elements 24 to be retracted, for example by means of a spring or other suitable biasing means. The forming tool 22 can then be removed from within the lumen 28 of the tubular element 12, and the scaffold assembly 10 then removed from the forming jig 30. At this point the rosette or other coupling 14 is securely mounted to the tubular element 12, and the scaffold assembly 10 is ready for use.
Referring now to Figure 7, the scaffold assembly 10 is illustrated in section, and only one half is shown, the assembly 10 being symmetrical about a longitudinal axis L of the tubular element 12. in order to further secure the coupling 14 in position, and to increase the load carrying capacity, a further abutment 32 may be formed in the tubular element 12, again preferably an annularly extending abutment 32, at the location where the coupling 14 overlies the tubular element 12. A recess 34, again preferably extending annularly, is provided in the coupling 4 and opening onto the interface between the tubular element 12 and the coupling 14. In this way the abutment 32 will be deformed outwardly during formation in order to at least partially fill the recess 34. It is preferable that the abutment 32 substantially fills the recess 34, more preferably with a slight interference fit, in order to provide maximum load bearing capacity. The arrangement shown in Figure 7 intentionally exaggerates the size of the recess 34 relative to the abutment 32 for illustrative purposes.
The abutment 32 may be formed in the same was as described above with reference to the abutments 16, 18. The recess 34 is machined or otherwise formed in the coupling 14 prior to assembling the tubular element 12 and coupling 14 together, it is also envisaged that, depending on the load carrying capacity of the assembly 10, the pair of abutments 16, 18 could be omitted and the abutment 32 solely used to secure the coupling 14 in position. It will be appreciated that the above mentioned method may be fully automated, and thus a cold forming process can be performed at significantly increased speed relative to existing methods of securement such as welding or the like. In addition, the absence of heat then avoids the shortcomings of welding, in particular in connection with the welding of aluminium, which can lead to material distortion, unintended heat treatment and thus weakening of the surrounding aluminium, porosity of the weld, poor finish to the weld, etc.
Thus the assembly 10 of the present invention, and the method of manufacturing same, provide an alternative means of securing a coupling or the like to a tubular scaffold element, which is fully automatable, cost effective, and eliminates the problems associated with alternative means of joining such components.
The invention is not limited to the embodiment described herein but can be amended or modified without departing from the scope of the present invention.

Claims

Claims
1. A scaffold assembly comprising a hollow tubular element; and a coupling circumscribing the tubular element; characterised in that the coupling is secured in position by at least one abutment formed as a localised outward deformation of the tubular element.
A scaffold assembly according to claim 1 comprising a pair of axially spaced abutments between which the coupling is captured.
A scaffold assembly according to claim 1 or 2 in which the coupling comprises a recess opening onto an interface between the coupling and the tubular element, and at least one abutment formed as a localised outward deformation into the recess.
A scaffold assembly according to any preceding claim in which the at least one abutment comprises an annular deformation of the tubular element.
A scaffold assembly according to any preceding claim in which the coupling comprises a rosette.
A scaffold assembly according to any preceding claim in which the tubular element is formed from aluminium.
A scaffold assembly according to any preceding claim in which the at least one abutment is formed as a deformation extending from an inner wall to an outer wall of the tubular element.
A scaffold assembly according to claim 2 in which the axial spacing between the pair of abutments is substantially equal to the thickness of the coupling.
9. A scaffold assembly according to any preceding claim in which the tubular element
comprises a scaffold upright.
10. A scaffold assembly according to any preceding claim in which the coupling is formed
integrally with a scaffold component.
11. A method of manufacturing a scaffold assembly comprising a hollow tubular element and coupling circumscribing the tubular element, the method comprising locally outwardly deforming the tubular element to form an abutment positioned to retain the coupling in position.
12. A method according to claim 11 comprising the step of forming a pair of abutments axially spaced along the tubular element and between which the coupling is captured.
13. A method according to claim 11 or 12 comprising the steps of providing a recess in the
coupling opening onto an interface between the coupling and the tubular element; and forming at least one abutment as an outward deformation into the recess.
14. A method according to any of ciaims 11 to 13 comprising co!d forming the or each abutment.
15. A method according to any of claims 11 to 14 comprising forming the or each abutment through deformation of the tubular element from an inner wall of the tubular element.
16. A method according to any of claims 11 to 15 comprising the step of inserting a forming tool into a hollow interior of the tubular element; and expanding at least a portion of the forming tool in order to form at least one abutment.
17. A method according to claim 14 comprising utilising hydraulic pressure in order to effect expansion of the forming tool.
18. A method according to claim 16 or 17 comprising radially outwardly expanding an annular array of discrete forming elements comprised in the forming tool.
19. A method according to claim 16, 17 or 18 comprising forcing a conical wedge against the array of forming elements in order to effect the radiaiiy outward expansion of the annular array.
20. A method according to any of claims 16 to 19 comprising securing the tubular element and coupling in a forming jig prior to undertaking deformation of the tubular element.
PCT/EP2015/068974 2014-08-19 2015-08-18 A scaffold assembly and method of manufacture WO2016026873A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP15750768.2A EP3183077A1 (en) 2014-08-19 2015-08-18 A scaffold assembly and method of manufacture
CA2958589A CA2958589A1 (en) 2014-08-19 2015-08-18 A scaffold assembly and method of manufacture
US15/504,712 US20170260759A1 (en) 2014-08-19 2015-08-18 A scaffold assembly and method of manufacture
US16/518,269 US20200002956A1 (en) 2014-08-19 2019-07-22 Scaffold assembly and method of manufacture

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IES2014/0210 2014-08-19
IES20140210 2014-08-19

Related Child Applications (2)

Application Number Title Priority Date Filing Date
US15/504,712 A-371-Of-International US20170260759A1 (en) 2014-08-19 2015-08-18 A scaffold assembly and method of manufacture
US16/518,269 Continuation US20200002956A1 (en) 2014-08-19 2019-07-22 Scaffold assembly and method of manufacture

Publications (1)

Publication Number Publication Date
WO2016026873A1 true WO2016026873A1 (en) 2016-02-25

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AU2017202444B2 (en) * 2016-12-19 2019-06-20 Voideck Ipco Limited A void platform and a method for providing a platform support across a building void
CA3039447A1 (en) * 2019-04-05 2020-10-05 Peter Rogers Scaffold rosette
CA3080995A1 (en) * 2019-05-22 2020-11-22 Voideck Ipco Limited Improvements relating to void platforms

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FR1136143A (en) * 1954-11-22 1957-05-09 Manufacturing process of flexible metal pipes
NL2009987C2 (en) * 2012-12-14 2014-06-17 Scafom Holding B V Standard of a modular scaffolding system, and method for manufacturing the same.

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US3432916A (en) * 1966-04-18 1969-03-18 Up Right Inc Method for making a joint for hardened aluminum tubing

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FR1136143A (en) * 1954-11-22 1957-05-09 Manufacturing process of flexible metal pipes
NL2009987C2 (en) * 2012-12-14 2014-06-17 Scafom Holding B V Standard of a modular scaffolding system, and method for manufacturing the same.

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CA2958589A1 (en) 2016-02-25
EP3183077A1 (en) 2017-06-28
US20200002956A1 (en) 2020-01-02

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