EP0884425B1 - Vertical extension collapsible bearing structure, particularly for platforms and floor boarding - Google Patents

Vertical extension collapsible bearing structure, particularly for platforms and floor boarding Download PDF

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Publication number
EP0884425B1
EP0884425B1 EP98201920A EP98201920A EP0884425B1 EP 0884425 B1 EP0884425 B1 EP 0884425B1 EP 98201920 A EP98201920 A EP 98201920A EP 98201920 A EP98201920 A EP 98201920A EP 0884425 B1 EP0884425 B1 EP 0884425B1
Authority
EP
European Patent Office
Prior art keywords
articulation joints
elements
structure according
hole
tubular elements
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.)
Expired - Lifetime
Application number
EP98201920A
Other languages
German (de)
French (fr)
Other versions
EP0884425A1 (en
Inventor
Gilberto Braghieri
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Braghieri Camilla
Mombelli Liliana
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0884425A1 publication Critical patent/EP0884425A1/en
Application granted granted Critical
Publication of EP0884425B1 publication Critical patent/EP0884425B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/18Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
    • E04H12/185Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic with identical elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/344Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
    • E04B1/3441Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H3/00Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
    • E04H3/10Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
    • E04H3/22Theatres; Concert halls; Studios for broadcasting, cinematography, television or similar purposes
    • E04H3/24Constructional features of stages
    • E04H3/28Shiftable or portable platforms

Definitions

  • the present industrial invention concerns a collapsible bearing structure with vertical extension, particularly for platforms and floor boarding.
  • Such articulation joints comprise a square shape block that on one of its larger faces shows four cavities, open towards respective side walls of the block, destined to the housing and hinging of respective tubular elements, in such a way as to enable the articulated coupling of four tubular elements developing on planes orthogonal to each other.
  • these joints can have a through hole perpendicular to the face provided with the aforementioned cavities, which can be used for the coupling with a further tubular element.
  • pairs of tubular elements, articulating in the structure define planes respectively perpendicular and parallel to the floor and bearing plates are laid and fixed on the latter, maintaining the structure in the desired position.
  • Object of the present invention is to realise a vertical extension bearing structure that would allow to support even considerable loads and that would also be collapsible parallel to the floor for its folding to conditions of minimum volume.
  • An additional object is to enable the overlaying and fixing of several similar structures for the formation of modular composite structures.
  • the telescopic elements assume a minimum fixed length, and they set themselves in a stable way between each pair of articulation joints located on the same vertical, thus guaranteeing the solidity of the structure.
  • the collapsibility of the structure is possible, since the telescopic elements adjust their length to the increased distance between the articulation joints to which they are coupled, thus allowing the lateral folding of the structure.
  • Two structures thus formed can be overlaid modularly in order to vary the height of the global structure.
  • each telescopic element comprises two tubular elements having different diameters, slidingly engaged with each other, at least one of which is provided with fixing means.
  • the consequent fixing of a complex structure is obtained by coupling respective telescopic elements belonging to two different structures.
  • a structure thus obtained is suitable for innumerable uses, in particular for the realisation of foldable bearing structures.
  • a bearing structure indicated by 1 comprises pairs of tubular elements 4 that intersect at points 7 of mutual hinging inside vertical planes perpendicular to each other and have their ends hinged in respective cavities 5 located in respective articulation joints 2.
  • articulation joints 2 are in fact blocks of substantially square shape and in one larger face they have four cavities 5 suitable to house the tubular elements 4.
  • tubular elements 4 are hinged to said cavities 5 by means of pins 8 that are inserted in the cavities 5 by means of through holes located on the lateral walls of the cavities 5.
  • the articulation joints 2 are also provided with a central through hole 6 perpendicular to the two larger faces of the joint 2.
  • This hole 6 makes possible the introduction of one end of a telescopic element 3, that sets itself perpendicular to the face of said joint 2.
  • the through hole 6 is provided with a narrowing (11) on the inside, which is suitable to form limit stop abutment for the end of the telescopic element 3 inserted into the same hole.
  • each telescopic element 3 is formed by two tubular elements 3a and 3b, which can slide one inside the other.
  • the distance between pairs of joints 2 located on the same vertical is determined by the presence of the telescopic elements 3. Indeed, in an operating condition the internal tubular element 3a is completely inserted into the external tubular element 3b and therefore the latter positions itself in a stable way between two articulation joints 2 of the structure 1.
  • Structures 1 realised in this way are modularly assemblable in order to obtain a global structure, as illustrated in Figures 1 and 4 that comprises two overlaid structures 1.
  • the fixing of the global structure thus obtained is done by coupling of the external tubular elements 3b through respective pairs of articulation joints 2 as it is evidenced in Figure 2.
  • said coupling is obtained by means of fixing means 9,10, which said telescopic elements 3b are provided with.
  • said fixing means can be screw means, respectively male and female, that engage with each other inside the holes 6 of the articulation joints 2.
  • the structure according to the invention is therefore utilisable to bear consistent loads, but it involves a minimum volume when closed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Multimedia (AREA)
  • Ladders (AREA)
  • Floor Finish (AREA)
  • Movable Scaffolding (AREA)
  • Cleaning Implements For Floors, Carpets, Furniture, Walls, And The Like (AREA)
  • Agricultural Chemicals And Associated Chemicals (AREA)
  • Motorcycle And Bicycle Frame (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Tents Or Canopies (AREA)

Abstract

A collapsible bearing structure with vertical extension, particularly for platforms and floor boarding, comprising pairs of tubular elements (4) that intersect at mutual hinging points (7) inside vertical planes perpendicular to each other and have their ends hinged in respective cavities (5) located in one larger face of respective articulation joints (2). Each one of said articulation joints (2) is provided with a central through hole (6) perpendicular to said larger face, in which an end of a respective vertical telescopic abutting elements (3) is set. <IMAGE>

Description

  • The present industrial invention concerns a collapsible bearing structure with vertical extension, particularly for platforms and floor boarding.
  • Articulated folding structures made of pairs of crossing tubular elements hinged to each other at the point of intersection and with their ends hinged in turn in articulation joints are already known for example in CA-A-2114767 of the same Applicant.
  • Such articulation joints comprise a square shape block that on one of its larger faces shows four cavities, open towards respective side walls of the block, destined to the housing and hinging of respective tubular elements, in such a way as to enable the articulated coupling of four tubular elements developing on planes orthogonal to each other.
  • In addition, these joints can have a through hole perpendicular to the face provided with the aforementioned cavities, which can be used for the coupling with a further tubular element.
  • The pairs of tubular elements, articulating in the structure, define planes respectively perpendicular and parallel to the floor and bearing plates are laid and fixed on the latter, maintaining the structure in the desired position.
  • An inconvenience of these structures realised by composition of these tubular elements and articulation joints is linked to the fact that they do not consent their use as to support consistent loads in a stable manner, in particular those which have to bear platforms, floor boarding or similar.
  • Object of the present invention is to realise a vertical extension bearing structure that would allow to support even considerable loads and that would also be collapsible parallel to the floor for its folding to conditions of minimum volume.
  • An additional object is to enable the overlaying and fixing of several similar structures for the formation of modular composite structures.
  • This object is achieved by a structure as characterised in claim 1.
  • In particular, when the structure is completely open, the telescopic elements assume a minimum fixed length, and they set themselves in a stable way between each pair of articulation joints located on the same vertical, thus guaranteeing the solidity of the structure.
  • During the closing stage the collapsibility of the structure is possible, since the telescopic elements adjust their length to the increased distance between the articulation joints to which they are coupled, thus allowing the lateral folding of the structure.
  • Two structures thus formed can be overlaid modularly in order to vary the height of the global structure.
  • Preferably, each telescopic element comprises two tubular elements having different diameters, slidingly engaged with each other, at least one of which is provided with fixing means.
  • The consequent fixing of a complex structure is obtained by coupling respective telescopic elements belonging to two different structures.
  • A structure thus obtained is suitable for innumerable uses, in particular for the realisation of foldable bearing structures.
  • One of the possible uses is illustrated as a non limiting example in the enclosed drawings, where:
  • Figure 1 is a perspective view of a vertical extension collapsible bearing structure according to the invention in a completely open position;
  • Figure 2 is a view in axial section of a pair of articulation joints and of two vertical telescopic elements coupled and fixed to each other though the same joints;
  • Figure 3 is a partially sectioned top view of an articulation joint of the structure according to the invention;
  • Figure 4 is a lateral view of said structure in a completely open position;
  • Figure 5 is a perspective view of said structure in a position of minimum volume;
  • With reference to these figures, a bearing structure indicated by 1 comprises pairs of tubular elements 4 that intersect at points 7 of mutual hinging inside vertical planes perpendicular to each other and have their ends hinged in respective cavities 5 located in respective articulation joints 2.
  • These articulation joints 2 are in fact blocks of substantially square shape and in one larger face they have four cavities 5 suitable to house the tubular elements 4.
  • These tubular elements 4 are hinged to said cavities 5 by means of pins 8 that are inserted in the cavities 5 by means of through holes located on the lateral walls of the cavities 5.
  • As Figures 2, 3 show, the articulation joints 2 are also provided with a central through hole 6 perpendicular to the two larger faces of the joint 2. The presence of this hole 6 makes possible the introduction of one end of a telescopic element 3, that sets itself perpendicular to the face of said joint 2.
  • In addition, the through hole 6 is provided with a narrowing (11) on the inside, which is suitable to form limit stop abutment for the end of the telescopic element 3 inserted into the same hole.
  • In particular each telescopic element 3 is formed by two tubular elements 3a and 3b, which can slide one inside the other.
  • When the structure is completely open, the distance between pairs of joints 2 located on the same vertical is determined by the presence of the telescopic elements 3. Indeed, in an operating condition the internal tubular element 3a is completely inserted into the external tubular element 3b and therefore the latter positions itself in a stable way between two articulation joints 2 of the structure 1.
  • When the structure 1 is operating, planes parallel to the floor on which bearing landings are placed are thus identified, and the telescopic elements 3 constitute their uprights.
  • Structures 1 realised in this way are modularly assemblable in order to obtain a global structure, as illustrated in Figures 1 and 4 that comprises two overlaid structures 1. The fixing of the global structure thus obtained is done by coupling of the external tubular elements 3b through respective pairs of articulation joints 2 as it is evidenced in Figure 2.
  • Said coupling is obtained by means of fixing means 9,10, which said telescopic elements 3b are provided with. In particular said fixing means can be screw means, respectively male and female, that engage with each other inside the holes 6 of the articulation joints 2.
  • The presence of the telescopic elements 3, realised through the tubular elements 3a and 3b that are constrained to respective articulation joints 3, but that can slide one inside the other, enables the lateral collapsibility of the structure, as it is evident in Figure 5. In fact, during the operations of the closing of the structure 1 the distance between each pair of joints that are on the same perpendicular increases and the tubular elements 3a, 3b, that are respectively fixed to each element of said pair of joints 2, slide one on top of the other, following the closing movement.
  • The structure according to the invention is therefore utilisable to bear consistent loads, but it involves a minimum volume when closed.

Claims (7)

  1. Collapsible bearing structure with vertical extension, particularly for platforms and floor boarding, comprising pairs of tubular elements (4) which, intersecting at hinging points (7) define vertical planes perpendicular to each other and have their ends hinged in respective cavities (5) located in one of the larger faces of respective articulation joints (2), each one of said articulation joints (2) being provided with a central through hole (6) perpendicular to said larger face, characterised in that the structure also comprises vertical telescopic elements (3) which have ends set abutting in said central holes (6) and are arranged in such a way as to enable a lateral collapsibility of the structure.
  2. Structure according to claim 1, characterised in that said telescopic elements (3) are provided with mutual fixing means (9, 10) engageable with each other inside said central holes (6) of the articulation joints (2).
  3. Structure according to claim 2, characterised in that said fixing elements (9; 10) are screw means.
  4. Structure according to any one of the previous claims, characterised in that said through hole (6) is provided with means (11) suitable to form a limit stop abutment for the end of the telescopic element (6) within the hole itself.
  5. Structure according to claim 4, wherein said means (11) is a narrowing on the inside of the through hole (6).
  6. Structure according to claim 1, wherein each telescopic element (3) is formed by two tubular elements (3a, 3b) slidable one inside the other in such a way as an internal tubular element (3a) is completely inserted in an external tubular element (3b) when the structure is completely open, while during the closing of the structure the distance between each pair of articulation joints (2) that are on the same vertical increases and the tubular elements (3a, 3b) respectively fixed to said pair of articulation joints (2) slide one on top of the other, following the closing movement and enabling the lateral collapsibility of the structure.
  7. Structure according to claim 6, wherein the external tubular elements (3b) are coupled to the articulation joints (2) in such a way as to realise modular structures consisting of superimposed structures.
EP98201920A 1997-06-12 1998-06-09 Vertical extension collapsible bearing structure, particularly for platforms and floor boarding Expired - Lifetime EP0884425B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT97MI001382A IT1292139B1 (en) 1997-06-12 1997-06-12 VERTICAL COLLAPSIBLE SUPPORT STRUCTURE PARTICULARLY FOR PLATFORMS AND PLANKS
ITMI971382 1997-06-12

Publications (2)

Publication Number Publication Date
EP0884425A1 EP0884425A1 (en) 1998-12-16
EP0884425B1 true EP0884425B1 (en) 2003-01-15

Family

ID=11377346

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98201920A Expired - Lifetime EP0884425B1 (en) 1997-06-12 1998-06-09 Vertical extension collapsible bearing structure, particularly for platforms and floor boarding

Country Status (4)

Country Link
EP (1) EP0884425B1 (en)
AT (1) ATE231206T1 (en)
DE (1) DE69810701D1 (en)
IT (1) IT1292139B1 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1304319B1 (en) * 1998-03-17 2001-03-15 Massimo Salardi EXTENDABLE ARM
US6996946B1 (en) 1999-02-26 2006-02-14 Sergio Cazzolaro Structures which can be dismantled and folded, consisting of interconnecting tubular elements
IT1309643B1 (en) 1999-02-26 2002-01-30 Sergio Cazzolaro REMOVABLE AND FOLDABLE STRUCTURES CONSISTING OF INTERCONNECTED TUBULAR ELEMENTS
WO2000075451A1 (en) 1999-06-04 2000-12-14 Owl Video Systems Limited Panel and panel system
US7204064B2 (en) 2000-02-18 2007-04-17 Sergio Cazzolaro Structures which can be dismantled and folded, consisting of interconnecting tubular elements
DE202004015072U1 (en) * 2004-09-28 2006-02-09 Daas, Kamal Lattice support structure
DE202008001272U1 (en) * 2008-01-29 2009-06-04 Daas, Kamal Lattice support structure
DE202008009282U1 (en) * 2008-07-10 2009-11-12 Daas, Kamal Lattice structure with evacuation means
DE102009021424A1 (en) * 2009-05-14 2010-11-18 Wilhelm Layher Verwaltungs-Gmbh Frame-shaped framework
DE102011003316A1 (en) * 2011-01-18 2012-07-19 B & K Braun Gmbh Traverse component, traverse and method for producing a truss component
ITMI20150590A1 (en) * 2015-04-24 2016-10-24 Spellucci Gianfranco "STRUCTURE FOR THE CONSTRUCTION OF MODULAR PARKING LOTS"

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1151764A (en) * 1955-06-30 1958-02-05 Atag Trust Mast part serving as a construction element for the assembly of masts of all types, including antenna masts and mounting masts
US3011586A (en) * 1958-10-07 1961-12-05 Jr John E Harvey Fold-up tower section
CA2114767A1 (en) * 1994-02-02 1995-08-03 Gilberto Braghieri Articulation joint for tubular elements, particularly for foldable structures such as shelves, chairs, tables
WO1996033326A1 (en) * 1995-04-17 1996-10-24 World Shelters, Inc. Modular structural system

Also Published As

Publication number Publication date
IT1292139B1 (en) 1999-01-25
ITMI971382A1 (en) 1998-12-12
ITMI971382A0 (en) 1997-06-12
ATE231206T1 (en) 2003-02-15
EP0884425A1 (en) 1998-12-16
DE69810701D1 (en) 2003-02-20

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