EP2083127B1 - Tête de liaison et système destiné à l'établissement de structures - Google Patents

Tête de liaison et système destiné à l'établissement de structures Download PDF

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Publication number
EP2083127B1
EP2083127B1 EP09000191.8A EP09000191A EP2083127B1 EP 2083127 B1 EP2083127 B1 EP 2083127B1 EP 09000191 A EP09000191 A EP 09000191A EP 2083127 B1 EP2083127 B1 EP 2083127B1
Authority
EP
European Patent Office
Prior art keywords
support
attachment
abutment surface
carrier
flange
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.)
Not-in-force
Application number
EP09000191.8A
Other languages
German (de)
English (en)
Other versions
EP2083127A2 (fr
EP2083127A3 (fr
Inventor
Hans Bruder
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.)
Octanorm Vertriebs GmbH fuer Bauelemente
Original Assignee
Octanorm Vertriebs GmbH fuer Bauelemente
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 Octanorm Vertriebs GmbH fuer Bauelemente filed Critical Octanorm Vertriebs GmbH fuer Bauelemente
Publication of EP2083127A2 publication Critical patent/EP2083127A2/fr
Publication of EP2083127A3 publication Critical patent/EP2083127A3/fr
Application granted granted Critical
Publication of EP2083127B1 publication Critical patent/EP2083127B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452H- or I-shaped

Definitions

  • the invention relates to a connection head for a system for creating structures and a system for creating structures.
  • connection heads and systems for constructing structures are used, for example, for constructing double-storey stands.
  • two-storey trade fair stands must be quick and easy to assemble and, on the other hand, they must be reliably loadable.
  • Known connection heads are marketed by the applicant under the name DFS 250 and have a hollow profile, extending from the starting on four sides connecting flanges off.
  • the connecting flanges are intended for use with double T-beams, which are constructed as hollow profiles and whose lower boundary of the central web is milled in the region of the front side. As a result, a downwardly open pocket is formed in the region of the end of the carrier through the central web.
  • connection head To mount the carrier on the connection head, this is pushed from above onto the connecting flange, until the upper end bar abuts the upper end of the connecting flange. The connecting flange is then partially received in the pocket on the front side of the double-T-beam. In this position, the double T-beam is secured to the connection flange by means of screws.
  • connection head for a system for creating structures known, wherein the connection head has a tubular base body and is pushed over a likewise tubular support.
  • the connection head has an upper end and a lower end, wherein a central longitudinal axis of the connection flange extends between the upper and lower end, and the connection head has two or three connecting flanges between the upper and lower end, each with a contact surface for applying a carrier.
  • the connecting flanges and the abutment surfaces are laterally offset with respect to a radial plane to the central longitudinal axis and the abutment surfaces are arranged parallel with respect to the radial plane.
  • the contact surfaces of the connection flanges are laterally offset by half the width of the connection end of a support.
  • connection head which has two connecting flanges arranged at right angles to one another between a base plate and a cover plate.
  • a slot is provided between the connection flanges in order to be able to pass through sections of a carrier.
  • connection head for a system for creating structures with an upper and a lower end is known, wherein a central longitudinal axis of the connecting flange extends between the upper and lower end and wherein between the upper and lower end four connecting flanges each having a contact surface for applying a carrier are provided.
  • the connection head is tubular and can be pushed onto a rod-shaped extension of a carrier. Carriers are then pushed onto the connection flanges, which then enclose the connection flange on both sides.
  • connection head and a system for constructing structures are provided, in which a simple assembly and manufacture are possible.
  • a connection head for a system for creating structures with an upper end and a lower end wherein a central longitudinal axis of the connecting flange between the upper and lower end, and at least one arranged between the upper and lower end flange with a contact surface for applying a Support in which the connection flange and bearing surface are laterally offset with respect to a radial plane to the central longitudinal axis, wherein the abutment surface is arranged parallel with respect to the radial plane in which the contact surface of the connection flange laterally offset by half the width of the connection end of a carrier is, in which a total of four connecting flanges are provided, the contact surfaces are arranged offset by 90 ° to each other and each offset laterally with respect to a central longitudinal axis to the plane and having a bottom plate and a cover plate, the parallel z Are arranged one above the other and between which the four connecting flanges are arranged.
  • connection head makes it possible to push a carrier laterally against the contact surface and still be able to arrange it centrally to the connection flange.
  • the lateral pushing of the Support on the contact surface allows a much simpler installation of the carrier, since they can be introduced at the height in which they are ultimately to be mounted in the structure.
  • carriers can also be used below an already lying ceiling.
  • the upper end is formed, for example, by a lid surface of a lid plate and the lower end by the bottom surface of a bottom plate.
  • the center plane of the carrier is then exactly on a radial plane to the central longitudinal axis.
  • connection flanges By providing four connection flanges, up to four supports can be arranged on the connection flange. Even when arranging four carriers, it is still possible to pivot the carrier laterally against the contact surfaces of the connecting flanges.
  • the invention also relates to a system for constructing structures with at least one connection head according to claim 2.
  • the carrier can be formed as an aluminum hollow profile.
  • the coupling part itself yes the considerable In contrast, forces due to the fastening screws on the connection flange is exposed, whereas it may consist of solid material.
  • a light hollow carrier can be used without the fear that the hollow section will be compressed during attachment.
  • the carrier is designed as a double-T-carrier and has a height which corresponds to the height of the connection head.
  • connection head In this way, the end webs of the double-T carrier and the cover surface and the bottom surface of the connection head can be flush. This creates ideal conditions to hang on connection head and carrier floor panels.
  • a height of the inserted into the receiving chamber on the end face of the carrier coupling part is smaller than a distance between the lid surface and the bottom surface of the connection head.
  • connection head when pivoting the coupling part between the cover surface and the bottom surface of the connection head some space available, so that the carrier during pivoting does not necessarily have to be aligned exactly perpendicular to the central longitudinal axis of the connection head.
  • the problem underlying the invention is also solved by a system for creating structures with at least two carriers according to claim 5, wherein the carrier are formed as a double-T-carrier and at both end webs on both sides of the central web to the respective opposite end web opened longitudinal grooves have, wherein a connecting flange with a lateral stop surface in two opposite longitudinal grooves can be fastened, wherein one of the carrier is provided at one end with a front-side receiving chamber and wherein a section wise arranged in the receiving chamber and in sections over the end of the carrier projecting coupling part is provided, which is fastened to the lateral stop surface of the connecting flange.
  • connection flange can be used and fastened in a particularly simple manner in the two opposite longitudinal grooves.
  • the position of the connecting flange can thus be selected arbitrarily along the longitudinal grooves and structures can therefore be planned extremely flexibly with the system according to the invention.
  • For attachment of the carrier to the connection flange of this can be pivoted laterally between the longitudinal grooves until the coupling member abuts against the stop surface of the connection flange.
  • a height of the coupling part in its projecting beyond the end of the carrier area selected smaller than a distance between the two end webs of the double-T-beam.
  • a system according to the invention for constructing structures according to a first embodiment of the invention is shown, wherein by way of example a corner connection obliquely from the front and obliquely from above is shown.
  • the corner joint is part of the supporting structure of a two-storey exhibition stand.
  • the corner joint has a vertical column 10, on the upper end side of a connection head 12 is attached.
  • two carriers 14 and 16 are attached at right angles to each other.
  • the carriers 14, 16 are each formed as a double-T-carrier and each have one Middle web 18 and two opposite end webs 20 and 22, respectively.
  • connection head 12 has a bottom plate 24 and a cover plate 26, which are arranged parallel to each other and each having a square shape.
  • the bottom plate 24 is secured by means not shown screws on the front side of the column 10.
  • connection flange 34 is merely in the illustration of Fig. 2 to recognize.
  • the connecting flanges 28, 30, 32 and 34 are each formed as elongated metal plates and parallel to a in Fig. 1 not shown center longitudinal axis 58 of the connection head 12 between the bottom plate 24 and cover plate 26 is arranged.
  • the connecting flanges 28, 30, 32 and 34 each carry two spaced passage openings, which are provided with an internal thread.
  • the connecting flanges for example the connecting flange 30, and a contact surface 36 of the connecting flange 30 are laterally offset with respect to a radial plane to the central longitudinal axis.
  • the connecting flange 30 and the stop surface 36 are thereby offset from the center of the connecting flange 12 out.
  • the contact surface 36 is also arranged parallel with respect to the imaginary, radial to the central longitudinal axis plane.
  • a carrier can be applied laterally to the contact surface 36 and secured thereto, and yet can be a center plane of the carrier then with the Center longitudinal axis of the connection head 12 are aligned.
  • the lateral application of the carrier or a still to be explained coupling part of the carrier to the contact surface 36 of the connection flange 30 is easy to do, since the carrier does not have to be lifted above the connection head 12.
  • the carrier 14 is attached by means of a non-visible coupling part on the connecting flange 34 and that the carrier 16 by means of a in Fig. 2 recognizable coupling member 40 is attached to the connecting flange 32.
  • the carrier 14, 16 are fixed exactly centered to the connection head 12 and that their respective center planes intersect exactly in the central longitudinal axis of the connection head 12.
  • the carriers 14, 16 are formed as a hollow profile and have a receiving chamber 42 within their central web.
  • the coupling part 40 is partially inserted into this receiving chamber 42 and is then secured by means of two bolts 44 in the receiving chamber 42.
  • Two further bolts 46 serve to press the coupling member 40 against the abutment surface of the abutment flange 32 and thus secure the coupling member 40 and thus also the carrier 16 to the connecting flange 12.
  • the carrier 16 is constructed identically to the carrier 14 and has a central web and two mutually opposite end webs 48, 50. On both sides of the central web, these end webs 48, 50 form grooves which open in each case to the opposite end web 48 or 50. On the upper surfaces of the end webs 48, 50, a groove is provided centrally in each case, which forms an undercut.
  • FIG. 3 shows in broken representation the carrier 16, which is provided at both ends with coupling parts 40, 52. It It can be seen that the height of the coupling parts 40, 52 is smaller than the total height of the carrier 16 and also smaller than a distance between the bottom plate 24 and the cover plate 26 of the connection head 12 and smaller than a distance between the lower end bar 50 and When mounting the carrier 16 on the connection head 12 of this can thereby easily tilted between the bottom plate 24 and the cover plate 26 are inserted and only when inserting the bolt 46, the carrier 16 must take its exact intended position.
  • the presentation of the Fig. 4 shows the coupling part 40 in a front view and a side view.
  • the coupling part 40 is made of solid material, is generally plate-shaped and has in its upper and lower portions in each case a thickened web 54, 56.
  • the thickness of the webs 54, 56 is dimensioned so that they rest against the inner walls of the receiving chamber 42 and the webs 54, 56 are also each provided with holes for the passage of the bolts 44, 46.
  • the carrier 16 is designed as a very lightweight aluminum hollow profile, by attaching means of the coupling member 40 is not to be feared that the carrier 16 would be damaged by tightening the bolts 44.
  • the system according to the invention thus makes it possible to create lightweight and highly stable structures that are easy to assemble and disassemble. This is especially important in trade fair construction.
  • connection head 12 alone.
  • connection flanges 28, 30 and 32 the fourth connection flange 34 is in the illustration of Fig. 5 covered.
  • the four connecting flanges 28, 30, 32, 34 are arranged at an angle of 90 ° to each other and each laterally offset to a plane radial to the central longitudinal axis 58.
  • Such an imaginary radial plane is in the representation of Fig. 5 indicated by dashed lines and it is closed recognize that the abutment surface 36 of the connecting flange 30 is arranged parallel to this imaginary radial plane 60 and offset laterally to this.
  • connection flange 30 itself is laterally offset from this radial plane 60, the carrier or a coupling part of a carrier can be pushed laterally onto the connection flange 30 and fastened thereto, and yet a center plane of the carrier can correspond to the radial plane 60 of the connection flange 12 ,
  • the other connecting flanges 28, 32 and 34 are also each arranged laterally offset from an imaginary radial plane and also their respective contact surface is parallel to such a radial plane and arranged laterally offset therefrom. Overall, this results in a center axis 58 axisymmetric design of the connection flange 12th
  • the presentation of the Fig. 6 shows a connecting flange 62, which is intended to be inserted between the two end webs 48, 50 of the carrier 16.
  • the connecting flange 62 is inserted for this purpose with its upper or lower end in a longitudinal groove on the upper end web 48 and the lower end web 50.
  • the connecting flange 62 is then locked by the fact that 64 pins are inserted into its upper transverse web, which then press against the bottom of the longitudinal groove on the upper end web 48.
  • the connecting flange 62 is clamped between the two end webs 48, 50 and held immovably in its position.
  • Another carrier 66 is provided on its one end face with a coupling part 68 and can then be attached to the connecting flange 62.
  • the carrier 66 is first arranged obliquely to the carrier 16 and then pivoted in a direction perpendicular to the carrier 16 position. If the carrier 66 then one to the carrier 16 vertical position, see Fig. 8 , This is moved downward until the coupling member 68 rests with its lower end on the upper edge of the lower end web 50. Starting from this position, the carrier 66 can then, see Fig.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Bridges Or Land Bridges (AREA)
  • Assembled Shelves (AREA)

Claims (6)

  1. Tête de liaison (12) pour un système destiné à l'établissement de structures, comprenant une extrémité supérieure et une extrémité inférieure, un axe médian longitudinal (58) de la tête de liaison (12) s'étendant entre l'extrémité supérieure et l'extrémité inférieure, et au moins une bride de liaison (28, 30, 32, 34) disposée entre l'extrémité supérieure et l'extrémité inférieure avec une surface d'appui (36) pour l'application d'un support (14, 16), la bride de liaison (28, 30, 32, 34) et la surface d'appui (36) étant décalées latéralement par rapport à un plan radial (60) par rapport à l'axe médian longitudinal (58) et la surface d'appui (36) étant disposée parallèlement au plan radial (60) et la surface d'appui (36) de la bride de liaison (28, 30, 32, 34) étant décalée latéralement de la moitié de la largeur de l'extrémité de liaison d'un support (14, 16), caractérisée en ce que dans l'ensemble quatre brides de liaison (28, 30, 32, 34) sont prévues, dont les surfaces d'appui (36) sont chacune décalées de 90 degrés les unes par rapport aux autres et sont à chaque fois décalées latéralement par rapport à un plan radial par rapport à l'axe médian longitudinal (58), et en ce que la tête de liaison (12) présente une plaque de fond (24) et une plaque de recouvrement (26) qui sont disposées parallèlement l'une à l'autre et entre lesquelles sont disposées les quatre brides de liaison (28, 30, 32, 34).
  2. Système destiné à l'établissement de structures comprenant au moins une tête de liaison (12) avec une extrémité supérieure et une extrémité inférieure, un axe médian longitudinal (58) de la tête de liaison (12) s'étendant entre l'extrémité supérieure et l'extrémité inférieure, et au moins une bride de liaison (28, 30, 32, 34) disposée entre l'extrémité supérieure et l'extrémité inférieure avec une surface d'appui (36) pour l'application d'un support (14, 16), la bride de liaison (28, 30, 32, 34) et la surface d'appui (36) étant décalées latéralement par rapport à un plan radial (60) par rapport à l'axe médian longitudinal (58) et la surface d'appui (36) étant disposée parallèlement au plan radial (60), et un support (14, 16), caractérisé en ce que le support (14, 16) est pourvu à une extrémité d'une chambre de réception frontale (42) et une partie d'accouplement (40) disposée en partie dans la chambre de réception (42) et faisant saillie en partie au-delà de l'extrémité du support (14, 16) étant prévue, laquelle est fixée à la surface d'appui (36) de la bride de liaison (28, 30, 32, 34) pour connecter la tête de liaison (12) au support (14, 16).
  3. Système selon la revendication 2, dans lequel le support (14, 16) est réalisé sous forme de support en double T et présente une hauteur qui correspond à la hauteur de la tête de liaison (12).
  4. Système selon la revendication 2 ou 3, dans lequel une hauteur de la partie d'accouplement (40) enfoncée dans la chambre de réception (42) au niveau du côté frontal du support (14, 16) est inférieure à une distance entre un composant de recouvrement et un composant de fond de la tête de liaison (12).
  5. Système destiné à l'établissement de structures comprenant au moins deux supports (16, 66), les supports (16, 66) étant réalisés sous forme de supports en forme de double T et présentant des rainures longitudinales ouvertes au niveau des deux nervures d'extrémité (48, 50) des deux côtés de la nervure centrale vers la nervure d'extrémité respectivement opposée (48, 50), une bride de liaison (62) pouvant être fixée avec une surface de butée latérale dans deux rainures longitudinales opposées, l'un des supports (66) étant pourvu au niveau d'une extrémité d'une chambre de réception frontale, caractérisé en ce qu'une partie d'accouplement (68) disposée en partie dans la chambre de réception et faisant saillie en partie au-delà de l'extrémité du support (66) est prévue, laquelle peut être fixée au niveau de la surface de butée latérale de la bride de liaison (62).
  6. Système selon la revendication 5, dans lequel la partie d'accouplement (68) présente, dans sa région faisant saillie au-delà de l'extrémité du support, une hauteur inférieure à une distance entre les deux nervures d'extrémité (48, 50) du support en forme de double T (16).
EP09000191.8A 2008-01-22 2009-01-09 Tête de liaison et système destiné à l'établissement de structures Not-in-force EP2083127B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200820001329 DE202008001329U1 (de) 2008-01-22 2008-01-22 Anschlußkopf und System zum Erstellen von Aufbauten

Publications (3)

Publication Number Publication Date
EP2083127A2 EP2083127A2 (fr) 2009-07-29
EP2083127A3 EP2083127A3 (fr) 2011-11-16
EP2083127B1 true EP2083127B1 (fr) 2015-06-10

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EP09000191.8A Not-in-force EP2083127B1 (fr) 2008-01-22 2009-01-09 Tête de liaison et système destiné à l'établissement de structures

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EP (1) EP2083127B1 (fr)
CN (1) CN101498149B (fr)
DE (1) DE202008001329U1 (fr)
RU (1) RU2509845C2 (fr)

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Publication number Priority date Publication date Assignee Title
CN103452240A (zh) * 2012-05-30 2013-12-18 张跃 一种钢结构立柱
CN112324466A (zh) * 2020-11-20 2021-02-05 湖南五新隧道智能装备股份有限公司 台车门架

Citations (1)

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FR2172565A5 (fr) * 1972-02-18 1973-09-28 Cercomat Sa

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DE3303190C2 (de) 1983-02-01 1985-05-23 Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt Bausatz zur Erstellung mobiler Bauten, insbesondere für Messe- und Ausstellungsbauten
JPH04185851A (ja) * 1990-11-20 1992-07-02 Toyota Motor Corp 建築物の梁
BE1006773A5 (fr) 1993-02-17 1994-12-06 Vanhaekendover Guy Armature, construction contenant une telle armature, habillage et noeud pour une telle armature.
RU2163958C1 (ru) * 1999-08-09 2001-03-10 Горшков Игорь Александрович Сборный объемный блок здания
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CN101498149B (zh) 2013-12-25
RU2509845C2 (ru) 2014-03-20
DE202008001329U1 (de) 2008-03-27
EP2083127A3 (fr) 2011-11-16
RU2009101806A (ru) 2010-07-27
CN101498149A (zh) 2009-08-05

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