EP1853774A1 - A construction element - Google Patents
A construction elementInfo
- Publication number
- EP1853774A1 EP1853774A1 EP06740970A EP06740970A EP1853774A1 EP 1853774 A1 EP1853774 A1 EP 1853774A1 EP 06740970 A EP06740970 A EP 06740970A EP 06740970 A EP06740970 A EP 06740970A EP 1853774 A1 EP1853774 A1 EP 1853774A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formation
- construction element
- construction
- element according
- planar member
- 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.)
- Granted
Links
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
- This invention relates to a construction element which is used in the modular construction of collapsible structures such as stages, exhibition stands, suspended floor and support pillars.
- the invention provides a construction element which includes an elongate body which has 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 and in a first plane, and a first flange formation which is fixed to the planar member at the first side, a first mounting formation which is fixed to the first end and which has an abutment formation located between the first side and the second side and a receiving formation which extends in the first direction, and a first access formation in the planar member at the first end to allow access to the receiving formation
- the body may be L-shaped or T-shaped in cross-section
- 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 extend in the first plane
- the receiving formation may include a hole in the abutment formation
- 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.
- the invention also provides a structure which includes a plurality of construction elements of the aforementioned kind and a plurality of fasteners with which the construction elements are interengaged.
- Each of the fasteners may be in the form of a bolt and nut combination.
- Each fastener may include a connector.
- the connector may include a central bore and a shoulder formation.
- the structure may include a plurality of support pillars and wherein each support pillar is locked to a construction element.
- the structure may include a plurality of flooring elements and wherein each flooring element is engaged with a construction element.
- the structure may include a plurality of ceiling elements and wherein each ceiling element is engaged with a construction element.
- the structure may include a staircase which is connected to at least one construction element.
- the structure may be collapsible, re-usable and modular.
- the invention further provides a kit for constructing a collapsible, re-usable structure which includes a plurality of construction elements of the aforementioned kind and a plurality of fasteners with which the construction elements are interengageable
- Figure 1 is a perspective view of a construction beam according to the invention
- Figure 2 is a front side view of the beam of Figure 1 ,
- Figure 3 is an end view of the beam of Figure 1
- Figure 4 is a partial sectioned side view of a cross-junction and a T-junction formed by a plurality of beams of Figure 1 ,
- Figure 5 is an exploded side view of the cross-junction of Figure 4,
- Figure 6 is a sectioned side view on the line 6-6 in Figure 4 of the T-junction of Figure 4,
- Figure 7 is a sectioned side view of a portion of a collapsible structure illustrating the use of the beams of Figure 1 ,
- Figure 8 is a plan view of the structure of Figure 7,
- 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 lowei 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 [0028]
- 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.
- the first end 18 of a beam 10C is attached to the web 22 of the beam 10B by way of a fastener 6OB and the second end 20 of the beam 10A is attached to the first end 18 of the beam 1 OC by way of the fasteners 60A 1 B to form a cross-junction 61 A.
- a second end 20 of a beam 10D is attached to the web 22 of the beam 10C by way of a fastener 6OC to form a T-junction 61 B.
- Each of the fasteners 60 has a bolt 62 which extends through the slot 36 of the 5 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.
- 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 interconnect 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 1 OA 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 beam 10A rests on the pillar 102B and the upper end 104 of the pillar 102B abuts against the lower flange 30 at a second attachment formation 50.
- a bolt 62 passes through the sleeve 52 and aperture 56 and is threaded into the engagement nut
- 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 form 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
- 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 mounting 32 of each step is fixed to the central pillar 124 in the same manner in which the mounting 32 of the beam 1OA in Figure 7 is fixed to the pillar 102A.
- the engagement nuts 106 which are fixed to the side of the central pillar 124 spiral downwardly on the inside of the central pillar 124 to ensure appropriate spacing of the steps 122 around and down the central pillar 124.
- the web 22 of each step 122 braces against the central pillar 124 and the lower and upper rails 126, 130 which interconnect the steps 122 provide additional stability to the staircase 116.
- the structure 100 is originally in the form of a kit which consists of the various individual parts which are used to construct the structure 100.
- a kit will inevitably have a plurality of beams 10 and a plurality of fasteners 60 which are used to interconnect the beams 10.
- the kit will also include a plurality of pillars 102.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
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 true EP1853774A1 (en) | 2007-11-14 |
| EP1853774B1 EP1853774B1 (en) | 2012-06-06 |
| EP1853774B2 EP1853774B2 (en) | 2017-09-20 |
Family
ID=36582071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP06740970.6A Expired - Lifetime 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) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1853774B2 (en) † | 2005-02-08 | 2017-09-20 | William George Hunter | A construction element |
| EP2283189B1 (en) | 2008-04-29 | 2016-01-06 | Agile Structures Ltd | A modular construction system |
| GB201219376D0 (en) * | 2012-10-29 | 2012-12-12 | Agile Structures Ltd | A modular construction system |
| US10378212B1 (en) * | 2018-05-23 | 2019-08-13 | Safe Rack Llc | Tread mounting system for spiral staircase |
Family Cites Families (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| BE767043A (en) | 1971-05-12 | 1971-10-01 | Janssen Leopold M L | DOUBLE WALL PARTITION AND PARTITION ELEMENTS. |
| 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. |
| US4047341A (en) † | 1976-10-29 | 1977-09-13 | Bernardi James T | Frame structure |
| DE3303190C2 (en) | 1983-02-01 | 1985-05-23 | Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt | Kit for creating mobile structures, in particular for trade fair and exhibition structures |
| 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 |
| JP3066734B2 (en) † | 1996-11-15 | 2000-07-17 | 株式会社ウエスト | Equipment for wooden building framing |
| JP3080911B2 (en) † | 1997-09-29 | 2000-08-28 | ゼンテリア株式会社 | Joint method of column and beam in building structure with heavy steel structure |
| 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 |
| JP4213529B2 (en) † | 2003-06-30 | 2009-01-21 | Tdk株式会社 | Multilayer module substrate, method for manufacturing the same, and semiconductor IC mounted module |
| EP1853774B2 (en) † | 2005-02-08 | 2017-09-20 | William George Hunter | A construction element |
-
2006
- 2006-02-08 EP EP06740970.6A patent/EP1853774B2/en not_active Expired - Lifetime
- 2006-02-08 WO PCT/ZA2006/000018 patent/WO2006086803A1/en not_active Ceased
- 2006-02-08 ES ES06740970T patent/ES2389100T3/en not_active Expired - Lifetime
-
2007
- 2007-10-16 ZA ZA200708872A patent/ZA200708872B/en unknown
Non-Patent Citations (1)
| Title |
|---|
| See references of WO2006086803A1 * |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2006086803A1 (en) | 2006-08-17 |
| EP1853774B2 (en) | 2017-09-20 |
| ZA200708872B (en) | 2008-06-25 |
| EP1853774B1 (en) | 2012-06-06 |
| ES2389100T3 (en) | 2012-10-23 |
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