EP1853774B2 - A construction element - Google Patents
A construction element Download PDFInfo
- Publication number
- EP1853774B2 EP1853774B2 EP06740970.6A EP06740970A EP1853774B2 EP 1853774 B2 EP1853774 B2 EP 1853774B2 EP 06740970 A EP06740970 A EP 06740970A EP 1853774 B2 EP1853774 B2 EP 1853774B2
- Authority
- EP
- European Patent Office
- Prior art keywords
- formation
- construction
- construction element
- planar member
- mounting
- 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.)
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Links
- 238000010276 construction Methods 0.000 title claims description 45
- 230000015572 biosynthetic process Effects 0.000 claims description 63
- 238000009408 flooring Methods 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 238000005755 formation reaction Methods 0.000 description 45
- 238000009413 insulation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/083—Honeycomb girders; Girders with apertured solid web
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
- E04F11/032—Spiral stairways supported by a central column
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F2011/0203—Miscellaneous features of stairways not otherwise provided for
- E04F2011/0205—Stairways characterised by the use of specific materials for the supporting structure of the treads
- E04F2011/0209—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of metal
Definitions
- DE2644040 of Slowbe discloses a construction element which has a first side, an opposing second side, a first end, an opposing second end, and a planar member which extends in a first direction from the second end to the first end in respective planes.
- a first flange formation is fixed to the planar member at the first side.
- a coupling piece slidably mounted on the planar member or a portion of the planer member itself extends beyond the remainder of the element at the first end to abut other parts and for coupling to the other parts in formation a structure.
- a construction element for use in building structures comprises: an elongate body having a first side, an opposing second side, a first end, an opposing second end, a planar member which extends in a first direction from the second end to the first end in a first plane, a first flange formation which is fixed to the planar member at the first side, and a first mounting formation fixed to the first end and adapted for coupling the construction element to other parts in the formation of a said structure, the first mounting formation including an abutment formation located at said first end at a position between said first side and said second side for abutment with other parts in the formation of a said structure, the first mounting formation including a receiving formation adapted to receive a bolt characterised in that the receiving formation extends in the first plane and is adapted to receive said bolt to extend through the receiving formation in said first direction in said first plane for coupling the construction element to the other parts; and in that the planar member includes an access opening therethrough adjacent the receiving formation
- the body may be L-shaped or T-shaped.
- the body may include a second flange formation which is fixed to the planar member at the second side and in this case the body may be H-shaped or U shaped in cross-section.
- the planar member may include a web which extends between the first and second side and the first and second ends.
- the planar member may extend at a right angle relatively to the first flange formation.
- the first mounting formation may include a support formation between the receiving formation and the planar member.
- the abutment formation may be elongate.
- the receiving formation may include a hole in the abutment formation.
- the access formation preferably includes an opening in the planar member.
- the construction element may include a second mounting formation which is fixed to the second end.
- the second mounting formation may be identical in construction to the first mounting formation and the construction element may include a second access opening adjacent the second end and adapted to allow access from either side of the planar member for a bolt to be inserted into the receiving formation of the second mounting formation in a direction opposite to said first direction.
- the construction element may include at least a first attachment formation on the first side which has a catch member which is engaged with the body, and an access slot in the planar member.
- the construction element may include at least a second attachment formation on the second side.
- the second attachment formation may be identical in construction to the first attachment formation.
- a structure which is collapsible and re-usable includes a plurality of the aforesaid construction elements, a plurality of fasteners with which the construction elements are interengaged, a plurality of support pillars wherein each support pillar is locked to a construction element, and a plurality of flooring elements wherein each flooring element is engaged with a construction element, the fasteners comprising a bolt cooperating with a nut or a nut-like internally threaded element.
- the structure may include a staircase which is connected to at least one construction element.
- a kit for constructing such a collapsible and re-usable structure comprises a plurality of the aforesaid construction elements, a plurality of fasteners for interengaging the construction elements, a plurality of support pillars, and a plurality of flooring elements, the fasteners comprising a bolt cooperating with a nut or a nut-like internally threaded element.
- Figures 1 to 3 illustrate a construction element 10 which is in the form of a beam and which has an elongate body 12 with a first upper side 14, an opposing second lower side 16, a first end 18, an opposing second end 20, a planar web 22 which extends between the upper side 14 and the lower side 16, in a first direction 24 from the second end 20 to the first end 18 and in a plane 26, a first upper flange 28 which is fixed to the web 22 at the upper side 14 and a second lower flange 30 which is fixed to the web 22 at the lower side 16.
- the body 12 is made from any appropriate metal material and can be cast, extruded or manufactured in a known manner.
- the beam 10 has at least a first mounting 32 which is fixed to the first end 18 and which has an elongate, oval shaped abutment surface 34 located between the upper side 14 and the lower side 16 and which is fixed to the web 22.
- the abutment surface 34 straddles the web 22 and extends on either side of the web 22.
- the first mounting 32 has a receiving formation or slot 36 which extends in the first direction 24 and in the plane 26.
- the slot 36 terminates in a hole 38 in the abutment surface 34.
- the first mounting 32 has a support bracket 40 which is attached to the web 22 and located between the web 22 and the slot 36 and the abutment surface 34.
- the bracket 40 has a similar shape to that of the abutment surface 34.
- a first access opening 42 is formed in the web 22 at the first end 18 to allow access to the slot 36.
- the slot 36 extends between the first opening 42 and the hole 38.
- the body 12 is H-shaped in cross-section but it is important to understand that the body 12 can for example have a U-shape in cross-section or alternatively, and if the lower flange 30 is for example omitted it can have an L-shape or a T-shape in cross-section.
- a second mounting 44 which is identical in construction to the first mounting 32 is fixed to the second end 20.
- a second access opening 46 which is identical in construction to the first opening 42 is formed in the web 22 at the second end 20.
- At least a first attachment formation 48 is formed on the beam 10 at the upper side 14 and at least a second attachment formation 50 is formed on the beam 10 at the lower side 16.
- the attachment formations 48, 50 are identical and only the first attachment formation 48 is described.
- the attachment formation 48 has a catch 52 in the form of a sleeve which is fixed to the body 12 at the upper side 14 and an access slot 54 in the web 22 which allows access to the sleeve 52.
- the sleeve 52 lies in the plane 26 and in respect of the first attachment formation 48 the sleeve 52 terminates in an aperture 56 in the upper flange 28. In respect of the second attachment formation 50 the aperture 56 is in the lower flange 30.
- the beam 10 has an oval shaped fixing gap 58 in the web 22.
- the beam 10 can have a plurality of attachment formations 48, 50 at the upper and lower sides 14, 16 and a plurality of gaps 58 at spaced intervals in the web 22.
- a number of beams 10A, B, C, D are interconnected to one another by way of a plurality of fasteners 60.
- a second end 20 of a beam 10A is fixed to the web 22 of a beam 10B by way of a fastener 60A
- the first end 18 of a beam 10C is attached to the web 22 of the beam 10B by way of a fastener 60B
- the second end 20 of the beam 10A is attached to the first end 18 of the beam 10C by way of the fasteners 60A, B to form a cross-junction 61A
- a second end 20 of a beam 10D is attached to the web 22 of the beam 10C by way of a fastener 60C to form a T-junction 61B.
- Each of the fasteners 60 has a bolt 62 which extends through the slot 36 of the respective mounting 32, 44 and an insert or connector 64 into which the bolt 62 threads.
- Each connector 64 acts as a nut and each fastener 60 is in the form of a nut and bolt combination.
- Each of the bolts 62 are of known construction.
- Each of the connectors 64 is disc shaped with a central, threaded bore or passage 66 therethrough.
- Each of the connectors 64 has an annular shoulder 68 which allows the connector 64 to interengage with the gap 58 and for a base 70 of the connector 64 to partially extend into the gap 58.
- the connector 64A and the connector 64B are fixed to one another in a back-to-back configuration in the gap 58 by way of a bolt 74 which passes through the gap 58.
- the respective bolts 62A, B are passed through the respective slots 36 and threaded into the passages 66 until the respective abutment surfaces 34 tightly abut the respective connector 64A, B.
- the respective upper flanges 28 of the beams 12A, B, C and the respective lower flanges 30 of the beams 10A, B, C come into contact with the adjacent flange and at least three points of contact are established between each adjacent beam 10A, B and 10B. C. These points of contact are at the junctions of the respective upper flanges 28 and the respective lower flanges 30 and at the respective mountings 32,44 and the web 22. In this manner a stable cross-junction 61A is formed.
- the T-junction 61B between the beam 10C and the beam 10D is better illustrated in Figure 6 .
- a fastener 60C is used to attach the second end 20 of the beam 10D to the web 22 of the beam 10C.
- Two connectors 64 are engaged with one another through the gap 58.
- a bolt 62 passes through the slot 36 at the beam 10D and draws the mounting 44 tightly against the connector 64 so that the abutment surface 34 abuts against the connector 64, the upper flange 28 of the beam 10D abuts tightly against the upperflange 28 of the beam 10C and the lower flange 30 of the beam 10D abuts tightly against the lower flange 30 of the beam 10C.
- a stopper 76 is used to close the passage 66 in the outer connector 64C. In this manner a stable T-junction 61B is formed.
- Figure 7 shows a section of a modular, collapsible and re-usable structure 100 which is constructed from a plurality of beams 10 and fasteners 60 which are used to interconnnect the beams 10.
- the structure 100 has a plurality of support pillars 102 which are fixed to a beam 10A.
- Each of the pillars 102 has an upper end 104 to which an engagement nut 106 is attached in any appropriate manner such as for example by welding.
- a set of engagement nuts 106 which is paced an appropriate distance from the upper end 104 is attached to the sides of the pillar 102.
- the beam 10A is fixed to the pillars 102 in two ways.
- the pillar 102A is attached to the first end 18 of the beam 12A by way of a bolt 62 which passes though the mounting 32 and threads into an engagement nut 106 which is attached to the side of the pillar 102A.
- the bolt 62 and nut 106 combination is used to draw the abutment surface 34 into close contact with the pillar 102A so that the upper flange 28, the abutment surface 34 and the lower flange 30 all tightly abut against the side of the pillar 102A.
- the beam 10A rests on the pillar 1028 and the upper end 104 of the pillar 102B abuts against the lower flange 30 at a second attachment formation 50.
- a bott 62 passes through the sleeve 52 and aperture 56 and is threaded into the engagement nut 106 at the upper end 104.
- the bolt 62 and nut 106 combination the pillar 102B is fixed to the beam 10A at the second attachment formation 50.
- each of the bolts 62 extend into the respective slot 36 and sleeve 52 in the same plane as the web 22.
- the access openings 42 are essential to allow the insert and removal of the bolts 62 into the slots 36 and also allow the use of tools (not shown) to tighten and loosen the bolts 62.
- the access slots 54 fulfil a similar formation in respect of the sleeves 52 of the access formations 48, 50.
- the gaps 58 are oval shaped to allow small adjustments in the alignment of opposing ends 18, 20 of beams 10 which are attached to the web 22 of a cross beam 10.
- a plurality of flooring elements 108 of any appropriate kind are laid on top of the beams 10A to form a floor 110.
- the flooring elements 108 are attached to the beams 10 in any appropriate manner.
- Ceiling elements or boards 112 of any appropriate kind are engaged with the lower sides 16 of the beams 10 in any appropriate manner to form a ceiling 114.
- the floor 110 is spaced from the ceiling 114 by the height of the beams 10 and a space 115 is formed between the floor 110 and the ceiling 114 wherein any required conduits, cabling or insulation (not shown) can be installed.
- Figures 8 and 9 show a double story exhibition stand 100A which is constructed in the manner described from a plurality of beams 10, fasteners 60 and pillars 102.
- a spiral staircase 116 is used to provide access from a ground level 118 to a first floor level 120.
- the staircase 116 is attached to at least one of the beams 10 of the structure 100A in the same manner as a pillar 102.
- the staircase 116 has a plurality of steps 122. Each step 122 extends from a central pillar 124 of the staircase 116. A lower rail 126 spirals around the central pillar 124 and is attached to the leading ends of the steps 122. A vertical brace 128 extends from each step 122 and an upper rail 130 which spirals around the central pillar 124 is attached to each of the braces 128 to provide a hand rail.
- each of the steps 122 has a similar construction to that of the beam 10 except that there is no lower flange 30 attached to the lower side 16 and each step 122 only has a first mounting 32.
- each step 122 has a T-shape. The mount-
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Description
-
DE2644040 of Slowbe discloses a construction element which has a first side, an opposing second side, a first end, an opposing second end, and a planar member which extends in a first direction from the second end to the first end in respective planes. A first flange formation is fixed to the planar member at the first side. A coupling piece slidably mounted on the planar member or a portion of the planer member itself extends beyond the remainder of the element at the first end to abut other parts and for coupling to the other parts in formation a structure. - We describe herein alternative construction elements for use in the construction of collapsible structures which may improve the erection time and deconstruction time.
- In accordance with the present disclosure, a construction element for use in building structures 'comprises: an elongate body having a first side, an opposing second side, a first end, an opposing second end, a planar member which extends in a first direction from the second end to the first end in a first plane, a first flange formation which is fixed to the planar member at the first side, and a first mounting formation fixed to the first end and adapted for coupling the construction element to other parts in the formation of a said structure, the first mounting formation including an abutment formation located at said first end at a position between said first side and said second side for abutment with other parts in the formation of a said structure, the first mounting formation including a receiving formation adapted to receive a bolt characterised in that the receiving formation extends in the first plane and is adapted to receive said bolt to extend through the receiving formation in said first direction in said first plane for coupling the construction element to the other parts; and in that the planar member includes an access opening therethrough adjacent the receiving formation and adapted to allow access from either side of the planar member for said bolt to be inserted into the receiving formation in said first direction in said first plane.
- The body may be L-shaped or T-shaped.
- The body may include a second flange formation which is fixed to the planar member at the second side and in this case the body may be H-shaped or U shaped in cross-section.
- The planar member may include a web which extends between the first and second side and the first and second ends. The planar member may extend at a right angle relatively to the first flange formation.
- The first mounting formation may include a support formation between the receiving formation and the planar member.
- The abutment formation may be elongate.
- The receiving formation may include a hole in the abutment formation.
- The access formation preferably includes an opening in the planar member.
- The construction element may include a second mounting formation which is fixed to the second end. The second mounting formation may be identical in construction to the first mounting formation and the construction element may include a second access opening adjacent the second end and adapted to allow access from either side of the planar member for a bolt to be inserted into the receiving formation of the second mounting formation in a direction opposite to said first direction.
- The construction element may include at least a first attachment formation on the first side which has a catch member which is engaged with the body, and an access slot in the planar member. The construction element may include at least a second attachment formation on the second side.
- The second attachment formation may be identical in construction to the first attachment formation.
- A structure which is collapsible and re-usable includes a plurality of the aforesaid construction elements, a plurality of fasteners with which the construction elements are interengaged, a plurality of support pillars wherein each support pillar is locked to a construction element, and a plurality of flooring elements wherein each flooring element is engaged with a construction element, the fasteners comprising a bolt cooperating with a nut or a nut-like internally threaded element. The structure may include a staircase which is connected to at least one construction element.
- A kit for constructing such a collapsible and re-usable structure comprises a plurality of the aforesaid construction elements, a plurality of fasteners for interengaging the construction elements, a plurality of support pillars, and a plurality of flooring elements, the fasteners comprising a bolt cooperating with a nut or a nut-like internally threaded element.
- Embodiments of construction element are further described by way of examples with reference to the accompanying drawings in which:
-
Figure 1 is a perspective view of a construction beam; -
Figure 2 is a front side view of the beam ofFigure 1 ; -
Figure 3 is an end view of the beam ofFigure 1 ; -
Figure 4 is a partial sectioned side view of a cross-junction and a T-junction formed by a plurality of beams ofFigure 1 ; -
Figure 5 is an exploded side view of the cross-junction ofFigure 4 ; -
Figure 6 is a sectioned side view on the line 6-6 inFigure 4 of the T-junction ofFigure 4 ; -
Figure 7 is a sectioned side view of a portion of a collapsible structure illustrating the use of the beams ofFigure 1 ; -
Figure 8 is a plan view of the structure ofFigure 7 ; -
Figure 9 is a side view of the structure ofFigure 8 ; and -
Figure 10 is a sectioned side view of a portion of a staircase used in the structure ofFigures 8 and9 . -
Figures 1 to 3 illustrate aconstruction element 10 which is in the form of a beam and which has anelongate body 12 with a firstupper side 14, an opposing secondlower side 16, afirst end 18, an opposingsecond end 20, aplanar web 22 which extends between theupper side 14 and thelower side 16, in afirst direction 24 from thesecond end 20 to thefirst end 18 and in a plane 26, a firstupper flange 28 which is fixed to theweb 22 at theupper side 14 and a secondlower flange 30 which is fixed to theweb 22 at thelower side 16. - The
body 12 is made from any appropriate metal material and can be cast, extruded or manufactured in a known manner. - The
beam 10 has at least afirst mounting 32 which is fixed to thefirst end 18 and which has an elongate, ovalshaped abutment surface 34 located between theupper side 14 and thelower side 16 and which is fixed to theweb 22. Theabutment surface 34 straddles theweb 22 and extends on either side of theweb 22. Thefirst mounting 32 has a receiving formation orslot 36 which extends in thefirst direction 24 and in the plane 26. Theslot 36 terminates in ahole 38 in theabutment surface 34. - The
first mounting 32 has asupport bracket 40 which is attached to theweb 22 and located between theweb 22 and theslot 36 and theabutment surface 34. Thebracket 40 has a similar shape to that of theabutment surface 34. - A
first access opening 42 is formed in theweb 22 at thefirst end 18 to allow access to theslot 36. Theslot 36 extends between thefirst opening 42 and thehole 38. - In this example the
body 12 is H-shaped in cross-section but it is important to understand that thebody 12 can for example have a U-shape in cross-section or alternatively, and if thelower flange 30 is for example omitted it can have an L-shape or a T-shape in cross-section. - A
second mounting 44 which is identical in construction to thefirst mounting 32 is fixed to thesecond end 20. A second access opening 46 which is identical in construction to thefirst opening 42 is formed in theweb 22 at thesecond end 20. - At least a
first attachment formation 48 is formed on thebeam 10 at theupper side 14 and at least asecond attachment formation 50 is formed on thebeam 10 at thelower side 16. Theattachment formations first attachment formation 48 is described. - The
attachment formation 48 has acatch 52 in the form of a sleeve which is fixed to thebody 12 at theupper side 14 and anaccess slot 54 in theweb 22 which allows access to thesleeve 52. Thesleeve 52 lies in the plane 26 and in respect of thefirst attachment formation 48 thesleeve 52 terminates in anaperture 56 in theupper flange 28. In respect of thesecond attachment formation 50 theaperture 56 is in thelower flange 30. - The
beam 10 has an oval shapedfixing gap 58 in theweb 22. - Depending on requirements the
beam 10 can have a plurality ofattachment formations lower sides gaps 58 at spaced intervals in theweb 22. - In use, as is shown in
Figures 4 ,5 and6 a number ofbeams 10A, B, C, D are interconnected to one another by way of a plurality offasteners 60. - In
Figure 4 asecond end 20 of abeam 10A is fixed to theweb 22 of a beam 10B by way of a fastener 60A, thefirst end 18 of a beam 10C is attached to theweb 22 of the beam 10B by way of a fastener 60B and thesecond end 20 of thebeam 10A is attached to thefirst end 18 of the beam 10C by way of the fasteners 60A, B to form a cross-junction 61A. Asecond end 20 of a beam 10D is attached to theweb 22 of the beam 10C by way of a fastener 60C to form a T-junction 61B. - Each of the
fasteners 60 has abolt 62 which extends through theslot 36 of therespective mounting connector 64 into which thebolt 62 threads. Eachconnector 64 acts as a nut and eachfastener 60 is in the form of a nut and bolt combination. - Each of the
bolts 62 are of known construction. - Each of the
connectors 64 is disc shaped with a central, threaded bore or passage 66 therethrough. Each of theconnectors 64 has anannular shoulder 68 which allows theconnector 64 to interengage with thegap 58 and for abase 70 of theconnector 64 to partially extend into thegap 58. - At the cross joint 61A the
connector 64A and the connector 64B are fixed to one another in a back-to-back configuration in thegap 58 by way of abolt 74 which passes through thegap 58. Once theconnectors 64A, B are firmly engaged the respective bolts 62A, B are passed through therespective slots 36 and threaded into the passages 66 until therespective abutment surfaces 34 tightly abut therespective connector 64A, B. The respectiveupper flanges 28 of the beams 12A, B, C and the respectivelower flanges 30 of thebeams 10A, B, C come into contact with the adjacent flange and at least three points of contact are established between eachadjacent beam 10A, B and 10B. C. These points of contact are at the junctions of the respectiveupper flanges 28 and the respectivelower flanges 30 and at therespective mountings web 22. In this manner a stable cross-junction 61A is formed. - The T-junction 61B between the beam 10C and the beam 10D is better illustrated in
Figure 6 . - A fastener 60C is used to attach the
second end 20 of the beam 10D to theweb 22 of the beam 10C. Twoconnectors 64 are engaged with one another through thegap 58. Abolt 62 passes through theslot 36 at the beam 10D and draws the mounting 44 tightly against theconnector 64 so that theabutment surface 34 abuts against theconnector 64, theupper flange 28 of the beam 10D abuts tightly against theupperflange 28 of the beam 10C and thelower flange 30 of the beam 10D abuts tightly against thelower flange 30 of the beam 10C. Astopper 76 is used to close the passage 66 in the outer connector 64C. In this manner a stable T-junction 61B is formed. -
Figure 7 shows a section of a modular, collapsible andre-usable structure 100 which is constructed from a plurality ofbeams 10 andfasteners 60 which are used to interconnnect thebeams 10. - Additionally to the cross-junction 61A the
structure 100 has a plurality ofsupport pillars 102 which are fixed to abeam 10A. - Each of the
pillars 102 has anupper end 104 to which anengagement nut 106 is attached in any appropriate manner such as for example by welding. A set ofengagement nuts 106 which is paced an appropriate distance from theupper end 104 is attached to the sides of thepillar 102. - The
beam 10A is fixed to thepillars 102 in two ways. Thepillar 102A is attached to thefirst end 18 of the beam 12A by way of abolt 62 which passes though the mounting 32 and threads into anengagement nut 106 which is attached to the side of thepillar 102A. Thebolt 62 andnut 106 combination is used to draw theabutment surface 34 into close contact with thepillar 102A so that theupper flange 28, theabutment surface 34 and thelower flange 30 all tightly abut against the side of thepillar 102A. - The
beam 10A rests on the pillar 1028 and theupper end 104 of the pillar 102B abuts against thelower flange 30 at asecond attachment formation 50. A bott 62 passes through thesleeve 52 andaperture 56 and is threaded into theengagement nut 106 at theupper end 104. By way of thebolt 62 andnut 106 combination the pillar 102B is fixed to thebeam 10A at thesecond attachment formation 50. - It is important to understand that each of the
bolts 62 extend into therespective slot 36 andsleeve 52 in the same plane as theweb 22. Theaccess openings 42 are essential to allow the insert and removal of thebolts 62 into theslots 36 and also allow the use of tools (not shown) to tighten and loosen thebolts 62. Theaccess slots 54 fulfil a similar formation in respect of thesleeves 52 of theaccess formations - The
gaps 58 are oval shaped to allow small adjustments in the alignment of opposing ends 18, 20 ofbeams 10 which are attached to theweb 22 of across beam 10. - A plurality of flooring elements 108 of any appropriate kind are laid on top of the
beams 10A to form afloor 110. The flooring elements 108 are attached to thebeams 10 in any appropriate manner. - Ceiling elements or
boards 112 of any appropriate kind are engaged with thelower sides 16 of thebeams 10 in any appropriate manner to form aceiling 114. - The
floor 110 is spaced from theceiling 114 by the height of thebeams 10 and aspace 115 is formed between thefloor 110 and theceiling 114 wherein any required conduits, cabling or insulation (not shown) can be installed. -
Figures 8 and9 show a double story exhibition stand 100A which is constructed in the manner described from a plurality ofbeams 10,fasteners 60 andpillars 102. Aspiral staircase 116 is used to provide access from aground level 118 to afirst floor level 120. Thestaircase 116 is attached to at least one of thebeams 10 of thestructure 100A in the same manner as apillar 102. - The
staircase 116 has a plurality ofsteps 122. Eachstep 122 extends from acentral pillar 124 of thestaircase 116. Alower rail 126 spirals around thecentral pillar 124 and is attached to the leading ends of thesteps 122. Avertical brace 128 extends from eachstep 122 and anupper rail 130 which spirals around thecentral pillar 124 is attached to each of thebraces 128 to provide a hand rail. - As is shown in
Figure 10 each of thesteps 122 has a similar construction to that of thebeam 10 except that there is nolower flange 30 attached to thelower side 16 and eachstep 122 only has a first mounting 32. In cross-section eachstep 122 has a T-shape. The mount-
Claims (9)
- A construction element for use in building structures, the construction element comprising an elongate body (12) having a first side (14), an opposing second side (16), a first end (18), an opposing second end (20), a planar member (22) which extends in a first direction (24) from the second end to the first end in a first plane (26), a first flange formation (28) which is fixed to the planar member at the first side, and a first mounting formation (32) fixed to the first end and adapted for coupling the construction element to other parts in the formation of a said structure, the first mounting formation including an abutment formation (34) located at said first end at a position between said first side and said second side for abutment with other parts in the formation of a said structure, the first mounting formation including a receiving formation (36) adapted to receive a bolt (62) characterised in that the receiving formation extends in the first plane and is adapted to receive said bolt to extend through the receiving formation in said first direction in said first plane for coupling the construction element to the other parts; and in that the planar member includes an access opening (42) therethrough adjacent the receiving formation and adapted to allow access from either side of the planar member for said bolt to be inserted into the receiving formation in said first direction in said first plane.
- A construction element according to Claim 1, further characterised in that the body includes a second flange formation (30) which is fixed to the planar member at the second side.
- A construction element according to Claim 2, further characterised in that the body is H-shaped in cross-section.
- A construction element according to any preceding Claim, further characterised in that the planar member includes a web (22) which extends between the first and second sides and the first and second ends.
- A construction element according to any of Claims 1 to 4, further characterised in that it includes a second mounting formation (44) which is identical in construction to the first mounting formation and which is fixed to the second end.
- A construction element according to any one of Claims 1 to 5, further characterised in that it includes at least a first attachment formation (48) on the first side which has a catch member (52) which is engaged with the body and an access slot (54) in the planar member,
- A construction element according to Claim 6, further characterised in that it includes at least a second attachment formation (50) on the second side which is identical in construction to the first attachment formation.
- A structure (100, 100A) which is collapsible and re-usable, characterised in that it includes a plurality of construction elements according to any of Claims 1 to 7, a plurality of fasteners (60) including bolts (62) with which the construction elements are interengaged, a plurality of support pillars (102) wherein each support pillar is locked to a construction element, and a plurality of flooring elements (108) wherein each flooring element is engaged with a construction element.
- A kit for constructing a collapsible and re-usable structure according to Claim 8, the kit comprising a plurality of construction elements according to any one of Claims 1 to 7, a plurality of fasteners (60) including bolts (62) for interengaging the construction elements, a plurality of support pillars (102), and a plurality of flooring elements (108).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ZA200501110 | 2005-02-08 | ||
PCT/ZA2006/000018 WO2006086803A1 (en) | 2005-02-08 | 2006-02-08 | A construction element |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1853774A1 EP1853774A1 (en) | 2007-11-14 |
EP1853774B1 EP1853774B1 (en) | 2012-06-06 |
EP1853774B2 true EP1853774B2 (en) | 2017-09-20 |
Family
ID=36582071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06740970.6A Active EP1853774B2 (en) | 2005-02-08 | 2006-02-08 | A construction element |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1853774B2 (en) |
ES (1) | ES2389100T3 (en) |
WO (1) | WO2006086803A1 (en) |
ZA (1) | ZA200708872B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10487514B1 (en) * | 2018-05-23 | 2019-11-26 | Safe Rack Llc | Tread mounting system for spiral staircase |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1853774B2 (en) †| 2005-02-08 | 2017-09-20 | William George Hunter | A construction element |
US8291678B2 (en) | 2008-04-29 | 2012-10-23 | Hunter George William | Modular construction system |
GB201219376D0 (en) * | 2012-10-29 | 2012-12-12 | Agile Structures Ltd | A modular construction system |
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GB540766A (en) †| 1940-04-23 | 1941-10-29 | Robert Hunter | Improvements in or relating to frame structures for building purposes |
GB692312A (en) †| 1950-09-01 | 1953-06-03 | Templex Holdings Ltd | Improvements in and relating to metalwork structural elements |
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US4047341A (en) †| 1976-10-29 | 1977-09-13 | Bernardi James T | Frame structure |
GB2164969A (en) †| 1984-09-28 | 1986-04-03 | Tartan Buildings Limited | Prefabricated building with service feed passages |
JPH06264499A (en) †| 1993-03-15 | 1994-09-20 | Sekisui House Ltd | Device for joining beam |
JPH06288005A (en) †| 1993-03-31 | 1994-10-11 | Asahi Chem Ind Co Ltd | Joint structure of steel skeleton framework |
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US6219989B1 (en) †| 1997-09-29 | 2001-04-24 | Shinichi Tumura | Construction method of joining column and beam in building structure based on heavy-weight steel frame construction |
US20030177735A1 (en) †| 2002-02-06 | 2003-09-25 | Gary Seeba | Built-up beam assembly for building structures |
US6829872B2 (en) †| 2002-03-19 | 2004-12-14 | William J. Wahlsteen | Process and device for connecting I-beams |
JP2005026317A (en) †| 2003-06-30 | 2005-01-27 | Tdk Corp | Laminated module board, its manufacturing method, and semiconductor ic mounting module |
WO2006086803A1 (en) †| 2005-02-08 | 2006-08-17 | William George Hunter | A construction element |
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DE2644040C2 (en) | 1976-09-30 | 1983-01-20 | Joseph Americus Cleveland Ohio Slowbe | Angle connection for components, in particular profile strips, profile supports and the like. |
DE3303190C2 (en) | 1983-02-01 | 1985-05-23 | Octanorm-Vertriebs-GmbH fĂĽr Bauelemente, 7024 Filderstadt | Kit for creating mobile structures, in particular for trade fair and exhibition structures |
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2006
- 2006-02-08 EP EP06740970.6A patent/EP1853774B2/en active Active
- 2006-02-08 WO PCT/ZA2006/000018 patent/WO2006086803A1/en active Search and Examination
- 2006-02-08 ES ES06740970T patent/ES2389100T3/en active Active
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2007
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US2085472A (en) †| 1935-06-19 | 1937-06-29 | Samuel E Roush | Metallic frame construction |
GB540766A (en) †| 1940-04-23 | 1941-10-29 | Robert Hunter | Improvements in or relating to frame structures for building purposes |
GB692312A (en) †| 1950-09-01 | 1953-06-03 | Templex Holdings Ltd | Improvements in and relating to metalwork structural elements |
US3716967A (en) †| 1970-09-11 | 1973-02-20 | Anti Pollution Devices Inc | Filtering apparatus |
US3716959A (en) †| 1970-09-15 | 1973-02-20 | J Bernardi | Beam end construction for semi-rigid connection to a column |
US4047341A (en) †| 1976-10-29 | 1977-09-13 | Bernardi James T | Frame structure |
GB2164969A (en) †| 1984-09-28 | 1986-04-03 | Tartan Buildings Limited | Prefabricated building with service feed passages |
JPH06264499A (en) †| 1993-03-15 | 1994-09-20 | Sekisui House Ltd | Device for joining beam |
JPH06288005A (en) †| 1993-03-31 | 1994-10-11 | Asahi Chem Ind Co Ltd | Joint structure of steel skeleton framework |
US6012256A (en) †| 1996-09-11 | 2000-01-11 | Programmatic Structures Inc. | Moment-resistant structure, sustainer and method of resisting episodic loads |
US6032431A (en) †| 1996-11-15 | 2000-03-07 | West Company Limited | Device for forming framework of wooden building |
US6219989B1 (en) †| 1997-09-29 | 2001-04-24 | Shinichi Tumura | Construction method of joining column and beam in building structure based on heavy-weight steel frame construction |
US20030177735A1 (en) †| 2002-02-06 | 2003-09-25 | Gary Seeba | Built-up beam assembly for building structures |
US6829872B2 (en) †| 2002-03-19 | 2004-12-14 | William J. Wahlsteen | Process and device for connecting I-beams |
JP2005026317A (en) †| 2003-06-30 | 2005-01-27 | Tdk Corp | Laminated module board, its manufacturing method, and semiconductor ic mounting module |
WO2006086803A1 (en) †| 2005-02-08 | 2006-08-17 | William George Hunter | A construction element |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10487514B1 (en) * | 2018-05-23 | 2019-11-26 | Safe Rack Llc | Tread mounting system for spiral staircase |
Also Published As
Publication number | Publication date |
---|---|
EP1853774A1 (en) | 2007-11-14 |
ZA200708872B (en) | 2008-06-25 |
EP1853774B1 (en) | 2012-06-06 |
ES2389100T3 (en) | 2012-10-23 |
WO2006086803A1 (en) | 2006-08-17 |
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