[go: up one dir, main page]

EP0508840A1 - Adjustable and paraseismic connection device for the carcass and adjustable device for attaching façade elements of a building to a structure of tensioned cables - Google Patents

Adjustable and paraseismic connection device for the carcass and adjustable device for attaching façade elements of a building to a structure of tensioned cables Download PDF

Info

Publication number
EP0508840A1
EP0508840A1 EP92400396A EP92400396A EP0508840A1 EP 0508840 A1 EP0508840 A1 EP 0508840A1 EP 92400396 A EP92400396 A EP 92400396A EP 92400396 A EP92400396 A EP 92400396A EP 0508840 A1 EP0508840 A1 EP 0508840A1
Authority
EP
European Patent Office
Prior art keywords
facade
elements
cable
rod
structure according
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
Application number
EP92400396A
Other languages
German (de)
French (fr)
Other versions
EP0508840B1 (en
Inventor
Thierry Meunier
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.)
Meunier Thierry
Original Assignee
Meunier Thierry
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 Meunier Thierry filed Critical Meunier Thierry
Publication of EP0508840A1 publication Critical patent/EP0508840A1/en
Application granted granted Critical
Publication of EP0508840B1 publication Critical patent/EP0508840B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/90—Curtain walls comprising panels directly attached to the structure
    • E04B2/92—Sandwich-type panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings

Definitions

  • the present invention relates to the structure with cables or stretched wire intended to support facade panels which are the subject of European patent application 90400523.8-2303 / of the same inventor, and relates to arrangements such as to reduce their bulk and to simplify and speed up implementation.
  • the tensioned cable structure constitutes a means of implementation of the facade which should be optimized .
  • the present invention relates to the shape and arrangement of the monile accessories with respect to the cable, intended either to ensure the connection to the main structure in the horizontal plane, or to support and fix the facade elements. here.
  • the provisions of the initial application require the implementation of the sliding sleeve used for supporting and fixing the facade elements before making the horizontal connection to the main structure.
  • the shape or the equipment of the sleeves used for fixing the elements of facades can be different according to the nature of these, the implementation of the cable cannot intervene before the composition of the facade is irreversibly specified.
  • the cable connecting member to the shell consists of: a tubular piece sliding vertically on the cylindrical sleeve crimped on the cable, a horizontal rod or a screw fixed by one of its ends on one side of the tubular part and secured at its other end to a plate or any other means allowing its direct or indirect fixing to the shell.
  • the member for fixing the facade elements is constituted by a piece of extruded aluminum, for example, comprising a tubular part concentric with the cable and with the bodywork connecting member on which it slides vertically, and the appendices necessary for fixing the facade elements by screwing or hanging.
  • this part is supported either on the jack nut integral with the sleeve crimped on the cable when it is assigned to the support of the facade elements, or on a helical spring concentric with the crimped sleeve and itself supported on a nut located in the lower part of the latter, when it has to remain sliding to allow free expansion of the elements of the facade.
  • the tubular part of this part is open on its face facing the main structure and over its entire height to allow the passage of the horizontal rod of the connecting member to the second work.
  • the tubular part of the structural work connecting member can be opened over its entire height, on its face opposite to that which receives the horizontal rod and over a width slightly greater than the diameter of the cable.
  • this third arrangement of the invention also applicable to the nuts and washers to be placed on the crimped sleeve, adds to the flexibility of implementation of the structure, the cables of which can thus be laid and stretched without prior threading of the accessories.
  • the face of the fixing piece on which the elements of the facade are applied, and the face of the plate of the structural work connecting member are equidistant from the axis of the cable.
  • this fourth arrangement allows, after 180 degrees rotation of all the parts concentric to the crimped sleeve, to ensure the connection to the shell by the intermediary of a part located on the outside of the cable in order to ability to fix a component of the facade located on the inside of the same cable such as a vertical stiffener ensuring wind stability of the intermediate fasteners between two parts of the shell.
  • the structural work connecting member may comprise, at the structural work side end of the horizontal rod, a vertical cylindrical part capable of limited rotation in the horizontal plane relative to to the piece that links it to the said shell.
  • a leaf spring acting in the horizontal plane fixed in its middle on the horizontal rod and supported at each of its ends on the part integral with the shell can if necessary ensure the stability of the assembly under the horizontal loads applied parallel to the plan of the facade.
  • Figure 1 is a horizontal section above a fixing of facade elements plumb with a vertical stiffener.
  • Figure 2 is a half section and half elevation of the device shown in 1 when it is carrying the facade elements.
  • Figure 3 is an elevation of the device shown in 1 when it is not carrying the elements of the facade.
  • Figure 4 is a horizontal section above a connection to the shell at a floor slab and plumb with an internal vertical stiffener.
  • FIG. 5 is a perspective view of the successive phases of implementation of the device shown in 4.
  • Figure 5 is a horizontal section above a fixing of clothing elements of a blind wall.
  • the structural connection member A is constituted by the tube 3 or the open tube 3a secured to the threaded rod 4 screwed into the plate 5 itself fixed either as shown in 1 by screwing on an internal vertical stiffener A secured to the main structure B, either as shown in 4 by screwing on a piece in the shape of an omega 11 located on the outside of the cable and secured to the main structure B by anchor rods 12, or as figured in 6 by anchor pegs 13 directly to the shell.
  • This assembly allows free vertical movement of the crimped sleeve on the cable without inducing constraints, either in the connecting member, or in the shell.
  • the stability of the device under wind loads applied perpendicular to the plane of the facade is ensured by the rod 4 working in compression or traction according to the direction of these loads.
  • the fastening part 6 of the facade elements C is constituted by a profile, in extruded aluminum for example, comprising a tubular part open on its face opposite to the facade elements C, the internal diameter of which is determined for allow its free vertical sliding on the tubular part 3 of the structural connection member.
  • This same part 6 here comprises two wings parallel to the plane of the facade, intended for the surface mounting of its components, whether they are external as in figures 1, the chassis C or internal as shown in 2 the vertical stiffener A. It comprises in addition if necessary is an outer wing perpendicular to the plane of the facade intended for fixing by hooking of its components, as shown in 6 the cladding panels D.
  • the fixing piece 6 is supported by the washer 9, either on the jack nut 7 and its lock nut 8 when it assumes the support of the elements of the facade, or on the spring 10 itself carries by the nut 8 when it must allow a relative vertical movement between it and the structural connection member.
  • the height of the part 6 is greater than the height of the tubular part 3 of the structural connection member, the difference being a function of the maximum relative displacement envisaged.
  • the connecting member comprises, as shown in 7, at the structural side end of the rod 4, a cylindrical part 14 whose axis is parallel to the axis of the tubular part 3.
  • the cylinder 14 is engaged in the open vertical groove of a part 15, here produced from the same profile as the part 6, to be capable of rotation about its vertical axis and thus allow, in the event earthquake for example, the relative horizontal displacement of the facade and the shell in their respective plane parallel to the plane of the facade.
  • the leaf spring 16 secured to the rod 4, here supported at each of its ends on the stiffener A ensures if necessary the stability of the device under the action of ordinary loads applied parallel to the plane of the facade.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Façade structure with tensioned wires or cables according to application OEB 90400523.8-2303/ comprising devices for connecting to the carcase (3, 4 and 5) and for attaching (6) the elements (C, D) of the façade, which are concentric and open on one face with a view to reducing their bulk and improving the speed and smoothness of their application. Adapting the connections to the carcase (3, 4, 14 and 15) in the shape of a connecting rod acting in the horizontal plane in order to give the assembly the best possible earthquake-resisting performance. <IMAGE>

Description

La présente invention se rapporte à la structure à câbles ou fil tendus destinée à supporter des panneaux de façade objet de la demande de brevet européen 90400523.8-2303/ du même inventeur, et concerne des dispositions de nature à en réduire l'encombrement et à en simplifier et accélérer la mise en oeuvre.The present invention relates to the structure with cables or stretched wire intended to support facade panels which are the subject of European patent application 90400523.8-2303 / of the same inventor, and relates to arrangements such as to reduce their bulk and to simplify and speed up implementation.

Outre les avantages que la structure à câbles tendus (voir OEB 90400523.8-2303/) confère à la façade finie; autoréglage de toutes les fixations intermédiaires entre le haut et le bas de la façade, supportage des éléments de façade indifférent aux tolérances et déformations du gros-oeuvre, liberté de choix et positionnement des éléments de stabibilité sous les actions du vent, adaptabilité aux effets des séismes, compensation élastique de la dilatation, possibilité de recalage altimétrique de la façade pendant ou après fluage du gros-oeuvre ...etc, la structure à câble tendus constitue un moyen de mise en oeuvre de la façade qu'il convient d'optimiser.In addition to the advantages that the tensioned cable structure (see EPO 90400523.8-2303 /) gives to the finished facade; self-adjustment of all intermediate fasteners between the top and the bottom of the facade, support of facade elements indifferent to the tolerances and deformations of the shell, freedom of choice and positioning of the elements of stability under the actions of the wind, adaptability to the effects of earthquakes, elastic compensation of expansion, possibility of altimetric readjustment of the facade during or after creep of the shell ... etc, the tensioned cable structure constitutes a means of implementation of the facade which should be optimized .

La prrésente invention concerne la forme et la disposition des accessoires moniles par rapport au câble, destinés soit à en assurer la liaison au gros-oeuvre dans le plan horizontal, soit à supporter et fixer les éléments de façade. çade.The present invention relates to the shape and arrangement of the monile accessories with respect to the cable, intended either to ensure the connection to the main structure in the horizontal plane, or to support and fix the facade elements. here.

Les dispositions de la demande initiale obligent à la mise en oeuvre du manchon coulissant servant au supportage et à la fixation des éléments de façade avant réalisation de la liaison horizontale au gros-oeuvre. La forme ou l'équipement des manchons servant à la fixation des éléments de façades pouvant être différents selon la nature de ceux-ci, la mise en oeuvre du câble ne peut intervenir avant que soit précisée de manière irréversible la composition de la façade.The provisions of the initial application require the implementation of the sliding sleeve used for supporting and fixing the facade elements before making the horizontal connection to the main structure. The shape or the equipment of the sleeves used for fixing the elements of facades can be different according to the nature of these, the implementation of the cable cannot intervene before the composition of the facade is irreversibly specified.

Selon une première disposition de l'invention, l'organe de liaison du câble au gros- oeuvre est constitué par: une pièce tubulaire coulissant verticalement sur le manchon cylindrique serti sur le câble, une tige horizontale ou une vis fixée par l'une de ses extrémités sur un côté de la pièce tubulaire et solidaire à son autre extrémité d'une platine ou de tout autre moyen permettant sa fixation directe ou indirecte au gros-oeuvre.According to a first arrangement of the invention, the cable connecting member to the shell consists of: a tubular piece sliding vertically on the cylindrical sleeve crimped on the cable, a horizontal rod or a screw fixed by one of its ends on one side of the tubular part and secured at its other end to a plate or any other means allowing its direct or indirect fixing to the shell.

L'on voit qu'à partir de cette première disposition, la stabilité du câble sous les actions du vent peut être acquise avant la mise en oeuvre de tout organe dépendant de la composition de la façade.It is seen that from this first arrangement, the stability of the cable under the actions of the wind can be acquired before the implementation of any member depending on the composition of the facade.

Selon une deuxième disposition de l'invention, l'organe de fixation des éléments de façade est constitué par une pièce en aluminuim extrudé par exemple, comportant une partie tubulaire concentrique au câble et à l'organe de liaison au gros-oeuvre sur lequel elle coulisse verticalement, et les appendices nécessaires à la fixation des éléments de façade par vissage ou accrochage. Comme initialement, cette pièce prend appui soit sur l'écrou vérin solidaire du manchon serti sur le câble lorsqu'elle est affectée au supportage des éléments de façade, soit sur un ressort hélicoidal concentrique au manchon serti et lui-même appuyé sur un écrou situé en partie basse de ce dernier, lorsqu'elle doit restée coulissante pour permettre la libre dilatation des éléments de la façade.According to a second arrangement of the invention, the member for fixing the facade elements is constituted by a piece of extruded aluminum, for example, comprising a tubular part concentric with the cable and with the bodywork connecting member on which it slides vertically, and the appendices necessary for fixing the facade elements by screwing or hanging. As initially, this part is supported either on the jack nut integral with the sleeve crimped on the cable when it is assigned to the support of the facade elements, or on a helical spring concentric with the crimped sleeve and itself supported on a nut located in the lower part of the latter, when it has to remain sliding to allow free expansion of the elements of the facade.

La partie tubulaire de cette pièce est ouverte sur sa face tournée vers le gros-oeuvre et sur toute sa hauteur pour ménager le passage de la tige horizontale de l'organe de liaison au second oeuvre.The tubular part of this part is open on its face facing the main structure and over its entire height to allow the passage of the horizontal rod of the connecting member to the second work.

L'on voit selon cette deuxième disposition, que d'une part la concentricité des éléments mobiles réduit très sensiblement l'encombrement de la structure, et que d'autre part la pièce de fixation des éléments de la façade, tributaire de la nature de ceux-ci, peut être posée après mise en oeuvre du câble et reste amovible et donc interchangeable jusqu'à la pose des éléments de ladite façade.It can be seen according to this second arrangement, that on the one hand the concentricity of the movable elements very significantly reduces the size of the structure, and that on the other hand the fastening part of the elements of the facade, which depends on the nature of these can be installed after the cable has been used and remains removable and therefore interchangeable until the elements of said façade are installed.

Selon une troisième disposition de l'invention, la partie tubulaire de l'organe de liaison au gros-oeuvre pourra être ouverte sur toute sa hauteur, sur sa face opposée à celle qui reçoit la tige horizontale et sur une largeur légèrement supérieure au diamètre du câble.According to a third arrangement of the invention, the tubular part of the structural work connecting member can be opened over its entire height, on its face opposite to that which receives the horizontal rod and over a width slightly greater than the diameter of the cable.

L'on voit que cette troisième disposition de l'invention, également appliquable aux écrous et rondelles à disposer sur le manchon serti, ajoute à la souplesse de mise en oeuvre de la structure dont les câbles peuvent ainsi être posés et tendus sans enfilage préalable des accessoires. Selon une quatrième disposition de l'invention, la face de la pièce de fixation sur laquelle viennent en applique les éléments de la façade, et la face de la platine de l'organe de liaison au gros-oeuvre sont équidistantes de l'axe du câble.We see that this third arrangement of the invention, also applicable to the nuts and washers to be placed on the crimped sleeve, adds to the flexibility of implementation of the structure, the cables of which can thus be laid and stretched without prior threading of the accessories. According to a fourth arrangement of the invention, the face of the fixing piece on which the elements of the facade are applied, and the face of the plate of the structural work connecting member are equidistant from the axis of the cable.

L'on voit que cette quatrième disposition permet, après rotation à 180 degrés de l'ensemble des pièces concentriques au manchon serti, d'assurer la liaison au gros-oeuvre par l'intermèdiaire d'une pièce située côté extérieur du câble afin de pouvoir fixer un composant de la façade situé côté intérieur du même câble tel par exemple un raidisseur vertical assurant la stabilité au vent des fixations intermédiaires entre deux parties du gros-oeuvre.We see that this fourth arrangement allows, after 180 degrees rotation of all the parts concentric to the crimped sleeve, to ensure the connection to the shell by the intermediary of a part located on the outside of the cable in order to ability to fix a component of the facade located on the inside of the same cable such as a vertical stiffener ensuring wind stability of the intermediate fasteners between two parts of the shell.

Selon une dernière disposition de l'invention, l'organe de liaison au gros-oeuvre peut comporter, à l'extrémité côté gros-oeuvre de la tige horizontale, une pièce cylindrique verticale capable d'une rotation limitée dans le plan horizontal par rapport à la pièce qui la lie au dit gros-oeuvre. Un ressort à lame agissant dans le plan horizontal fixé en son milieu sur la tige horizontale et appuyé à chacune de ses extrémité sur la pièce solidaire du gros-oeuvre pourra si nécessaire assurer la stabilité de l'ensemble sous les charges horizontales appliquées parallèle ment au plan de la façade.According to a final arrangement of the invention, the structural work connecting member may comprise, at the structural work side end of the horizontal rod, a vertical cylindrical part capable of limited rotation in the horizontal plane relative to to the piece that links it to the said shell. A leaf spring acting in the horizontal plane fixed in its middle on the horizontal rod and supported at each of its ends on the part integral with the shell can if necessary ensure the stability of the assembly under the horizontal loads applied parallel to the plan of the facade.

L'on voit que selon cette dernière disposition, les effets horizontaux des séismes -déplacements relatifs et accélérés du gros-oeuvre- seront amortis par l'action de la bielle ainsi constituée. Cette disposition associée à la souplesse et à l'élasticité du câble confère à la façade ainsi construite le caractère parasismique exigible dans les régions sensibles du globe.We see that according to this last provision, the horizontal effects of earthquakes - relative and accelerated displacements of the shell - will be damped by the action of the connecting rod thus formed. This provision combined with flexibility and the elasticity of the cable gives the facade thus constructed the earthquake-resistant character required in sensitive regions of the globe.

Les dessins ci-annexés représentent, à titre nullement limitatifs l'un des modes de réalisation de l'invention.The attached drawings represent, in no way limiting, one of the embodiments of the invention.

La figure 1 est une coupe horizontale au dessus d'une fixation d'éléments de façade à l'aplomb d'un raidisseur vertical.Figure 1 is a horizontal section above a fixing of facade elements plumb with a vertical stiffener.

La figure 2 est une demi-coupe et demi élévation du dispositif figurant en 1 lorsqu'il est porteur des éléments de façade.Figure 2 is a half section and half elevation of the device shown in 1 when it is carrying the facade elements.

La figure 3 est une élévation du dispositif figurant en 1 lorsqu'il est non porteur des éléments de la façade.Figure 3 is an elevation of the device shown in 1 when it is not carrying the elements of the facade.

La figure 4 est une coupe horizontale au dessus d'une liaison au gros-oeuvre au niveau d'une dalle de plancher et à l'aplomb d'un raidisseur vertical intérieur.Figure 4 is a horizontal section above a connection to the shell at a floor slab and plumb with an internal vertical stiffener.

La figure 5 est une vue en perspective des phases successives de mise en oeuvre du dispositif figurant en 4.FIG. 5 is a perspective view of the successive phases of implementation of the device shown in 4.

La figure 5 est une coupe horizontale au dessus d'une fixaxation d'éléments de vêture d'un mur aveugle.Figure 5 is a horizontal section above a fixing of clothing elements of a blind wall.

Ces figures montrent le câble 1 et son manchon serti 2 tels que décrits dans la demande initiale.These figures show the cable 1 and its crimped sleeve 2 as described in the initial request.

Conformément à la présente invention, l'organe de liaison au gros-oeuvre A est constitué par le tube 3 ou le tube ouvert 3a solidaire de la tige filetée 4 vissée dans la platine 5 elle-même fixée soit comme figuré en 1 par vissage sur un raidisseur vertical intérieur A solidaire du gros-oeuvre B, soit comme figuré en 4 par vissage sur une pièce en forme d'oméga 11 située côté extérieur du câble et solidarisée au gros-oeuvre B par des tiges d'ancrage 12, soit comme figuré en 6 par des chevilles d'ancrage 13 directement au gros-oeuvre. Ce montage permet de libre déplacement vertical du manchon serti sur le câble sans induire de contraintes, ni dans l'organe de liaison, ni dans le gros-oeuvre. La stabilité du dispositif sous les charges dues au vent appliquées perpendiculairement du plan de la façade est assurée par la tige 4 travaillant en compression ou traction selon le sens de ces charges.In accordance with the present invention, the structural connection member A is constituted by the tube 3 or the open tube 3a secured to the threaded rod 4 screwed into the plate 5 itself fixed either as shown in 1 by screwing on an internal vertical stiffener A secured to the main structure B, either as shown in 4 by screwing on a piece in the shape of an omega 11 located on the outside of the cable and secured to the main structure B by anchor rods 12, or as figured in 6 by anchor pegs 13 directly to the shell. This assembly allows free vertical movement of the crimped sleeve on the cable without inducing constraints, either in the connecting member, or in the shell. The stability of the device under wind loads applied perpendicular to the plane of the facade is ensured by the rod 4 working in compression or traction according to the direction of these loads.

Conformément encore à l'invention, la pièce de fixation 6 des éléments de façade C est constituée par un profil, en aluminium extrudé par exemple, comportant une partie tubulaire ouverte sur sa face opposée aux éléments de façade C dont le diamètre interne est déterminé pour permettre son libre coulissement vertical sur la partie tubulaire 3 de l'organe de liaison au gros-oeuvre. Cette même pièce 6 comporte ici deux ailes parallèles au plan de la façade, destinées à la fixation en applique de ses composants, qu'ils soient extérieurs comme figures en 1 les chassis C ou intérieur comme figuré en 2 le raidisseur vertical A. Elle comporte en outre si besoin est une aile extérieure perpendiculaire au plan de la façade destinée à la fixation par accrochage de ses composants, comme figures en 6 les panneaux de vêture D.Still in accordance with the invention, the fastening part 6 of the facade elements C is constituted by a profile, in extruded aluminum for example, comprising a tubular part open on its face opposite to the facade elements C, the internal diameter of which is determined for allow its free vertical sliding on the tubular part 3 of the structural connection member. This same part 6 here comprises two wings parallel to the plane of the facade, intended for the surface mounting of its components, whether they are external as in figures 1, the chassis C or internal as shown in 2 the vertical stiffener A. It comprises in addition if necessary is an outer wing perpendicular to the plane of the facade intended for fixing by hooking of its components, as shown in 6 the cladding panels D.

Comme initialement, la pièce de fixation 6 est appuyée par l'intermédiaire de la rondelle 9, soit sur l'écrou-vérin 7 et son contre-écrou 8 lorsqu'elle assume le supportage des éléments de la façade, soit sur le ressort 10 lui-même porte par l'écrou 8 lorsqu'elle doit permettre un déplacement vertical relatif entre elle et l'organe de liaison au gros-oeuvre. Pour ce faire la hauteur de la pièce 6 est plus grande que la hauteur de la partie tubulaire 3 de l'organe de liaison au gros-oeuvre, l'écart étant fonction du déplacement relatif maximum envisagé.As initially, the fixing piece 6 is supported by the washer 9, either on the jack nut 7 and its lock nut 8 when it assumes the support of the elements of the facade, or on the spring 10 itself carries by the nut 8 when it must allow a relative vertical movement between it and the structural connection member. To do this, the height of the part 6 is greater than the height of the tubular part 3 of the structural connection member, the difference being a function of the maximum relative displacement envisaged.

Conformément à une disposition dépendante de l'invention, l'organe de liaison comporte comme figuré en 7, à l'extrémité côté gros-oeuvre de la tige 4, une pièce cylindrique 14 dont l'axe est parallèle à l'axe de la partie tubulaire 3. Le cylindre 14 est engagé dans la gorge verticale ouverte d'une pièce 15, ici réalisée à partir du même profil que la pièce 6, pour être capable d'une rotation autour de son axe vertical et permettre ainsi, en cas de seisme par exemple, le déplacement horizontal relatif de la façade et du gros-oeuvre dans leur plan respectif parallèle au plan de la façade. Le ressort à lame 16 solidaire de la tige 4, ici appuyé à chacune de ses extrémités sur le raidisseur A assure si besoin est la stabilité du dispositif sous l'action des charges ordinaires appliquées parallèlement au plan de la façade.In accordance with an arrangement dependent on the invention, the connecting member comprises, as shown in 7, at the structural side end of the rod 4, a cylindrical part 14 whose axis is parallel to the axis of the tubular part 3. The cylinder 14 is engaged in the open vertical groove of a part 15, here produced from the same profile as the part 6, to be capable of rotation about its vertical axis and thus allow, in the event earthquake for example, the relative horizontal displacement of the facade and the shell in their respective plane parallel to the plane of the facade. The leaf spring 16 secured to the rod 4, here supported at each of its ends on the stiffener A ensures if necessary the stability of the device under the action of ordinary loads applied parallel to the plane of the facade.

Claims (7)

Structure intermédiaire entre le gros-oeuvre (B) d'un bâtiment et sa façade formée de plusieurs éléments (C,D), comprenant des câbles ou fil (1) tendus verticalement en avant du gros-oeuvre (B) munis au niveau de chaque fixation des éléments (C,D) de la façade et de chaque liaison intermédiaires au gros-oeuvre (A,B) d'un manchon cylindrique serti (2) portant sur sa partie inférieure filetée soit un écrou-vérin 7, soit un ressort hélicoidal (10) porte par un écrou (8), caractérisée en ce que chaque manchon serti (2) reçoit un organe de liaison directe ou indirecte au gros-oeuvre situé au dessus de l'écrou-vérin (7) ou du ressort (10),comportant un manchon tubulaire (3) qui lui est concentrique, une tige horizontale (4) fixée à l'une de ses extrémités sur le manchon tubulaire (3) au droit de l'une de ses génératrices et perpendiculairement à son axe, et une platine (5) fixée, par vissage par exemple, à l'autre extrémité de la tige (4), filetée dans l'exemple, perpendiculairement à l'axe de cette dernière, et comportant les moyens de sa fixation directe ou indirecte au gros-oeuvre.Intermediate structure between the main structure (B) of a building and its facade formed by several elements (C, D), comprising cables or wire (1) stretched vertically in front of the main structure (B) provided at each fixing of the elements (C, D) of the facade and of each intermediate connection to the main structure (A, B) of a crimped cylindrical sleeve (2) carrying on its threaded lower part either a jack nut 7, or a helical spring (10) carried by a nut (8), characterized in that each crimped sleeve (2) receives a direct or indirect connecting member to the main structure located above the jack nut (7) or the spring (10), comprising a tubular sleeve (3) which is concentric thereto, a horizontal rod (4) fixed at one of its ends to the tubular sleeve (3) in line with one of its generatrices and perpendicular to its axis, and a plate (5) fixed, for example by screwing, to the other end of the rod (4), threaded in the ex example, perpendicular to the axis of the latter, and comprising the means of its direct or indirect fixing to the shell. Structure selon la revendication 1 caractérisée en ce que le manchon tubulaire (3) est remplace par un tube (3a) ouvert sur sa face opposée à la tige (4), sur toute sa hauteur et sur une largeur légèrement supérieure au diamètre du câble (1), pour permettre son engagement sur le manchon serti (2) après pose et mise en tension du câble.Structure according to Claim 1, characterized in that the tubular sleeve (3) is replaced by a tube (3a) open on its face opposite the rod (4), over its entire height and over a width slightly greater than the diameter of the cable ( 1), to allow its engagement on the crimped sleeve (2) after laying and tensioning of the cable. Structure selon les revendications 1 et 2 caractérisée en ce que la platine (5) de l'organe de liaison est remplacée par une pièce cylindrique (14) dont l'axe est parallèle à l'axe du manchon tubulaire (3 ou 3a), engagée dans la gorge verticale cylindrique d'une pièce (15) solidaire du gros-oeuvre pour constituer une bielle agissant dans le plan horizontal.Structure according to claims 1 and 2 characterized in that the plate (5) of the connecting member is replaced by a cylindrical piece (14) whose axis is parallel to the axis of the tubular sleeve (3 or 3a), engaged in the cylindrical vertical groove of a part (15) integral with the shell to form a connecting rod acting in the horizontal plane. Structure selon la revendication 3 caractérisée en ce qu'un ressort à lame (16) est fixé par son milieu sur la tige horizontale (4) et prend appui à chacune de ses extrémités sur la face verticale, du gros-oeuvre ou de toute pièce intermédiaire solidaire de celui-ci afin d'interdire la rotation du cylindre (15) à concurrence d'une sollicitation déterminée.Structure according to claim 3 characterized in that a leaf spring (16) is fixed by its center on the horizontal rod (4) and is supported at each of its ends on the vertical face, of the shell or any part intermediate integral with the latter in order to prohibit the rotation of the cylinder (15) up to a determined stress. Structure selon les revendications 1 à 4, caractérisée en ce qu'une pièce (6) munie des moyens de fixation des éléments de la façade (C,D) et comportant une gorge cylindrique ouverte pour libérer le passage de la tige (4), de diamètre approprié au diamètre exterieur de la partie tubulaire (3) de l'organe de liaison au gros-oeuvre, vient coulisser sur celle-ci et porter, par l'intermédiaire d'une rondelle large (9), sur l'écrou-vérin (7) ou le ressort (10).Structure according to Claims 1 to 4, characterized in that a part (6) provided with means for fixing the elements of the facade (C, D) and comprising an open cylindrical groove to free the passage of the rod (4), of diameter appropriate to the outside diameter of the tubular part (3) of the structural connection member, slides thereon and bears, by means of a large washer (9), on the nut - cylinder (7) or spring (10). Structure selon la revendication 5, caractérisée en ce que la hauteur de la pièce (6) est supérieure à la hauteur de la partie tubulaire (3 ou 3a) de l'organe de liaison au gros-oeuvre de telle sorte qu'un déplacement relatif de ces deux pièces dans le plan vertical soit possible en toute circonstance.Structure according to Claim 5, characterized in that the height of the part (6) is greater than the height of the tubular part (3 or 3a) of the structural connection member so that a relative displacement of these two parts in the vertical plane is possible in all circumstances. Structure selon les revendications 1, 2, 5 et 6, caractérisée en ce que les faces externes de la platine (5) de l'organe de liaison au gros-oeuvre et de la pièce (6) de fixation des éléments de façade sont équidistantes de l'axe du câble afin de pouvoir intervertir leur position par une ritation à 180 degrés pour fixer indifféremment les constituants de la façade (C,D) ou les pièces intermédiaires de liaison au gros-oeuvre (A et 11), qu'ils soient disposés vers l'extérieur ou l'intérieur par rapport au câble.Structure according to Claims 1, 2, 5 and 6, characterized in that the external faces of the plate (5) of the structural work connecting member and of the part (6) for fixing the facade elements are equidistant of the axis of the cable in order to be able to invert their position by a 180-degree ritation to fix either the components of the facade (C, D) or the intermediate parts for connecting to the main structure (A and 11), are arranged outward or inward relative to the cable.
EP92400396A 1991-04-08 1992-02-14 Adjustable and paraseismic connection device for the carcass and adjustable device for attaching façade elements of a building to a structure of tensioned cables Expired - Lifetime EP0508840B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9104242A FR2674882B1 (en) 1991-04-08 1991-04-08 CURTAIN WALL-CURTAIN TYPE ANTISISMIC STRUCTURE WITH TENSIONED CABLE OR WIRE.
FR9104242 1991-04-08

Publications (2)

Publication Number Publication Date
EP0508840A1 true EP0508840A1 (en) 1992-10-14
EP0508840B1 EP0508840B1 (en) 1995-02-22

Family

ID=9411578

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92400396A Expired - Lifetime EP0508840B1 (en) 1991-04-08 1992-02-14 Adjustable and paraseismic connection device for the carcass and adjustable device for attaching façade elements of a building to a structure of tensioned cables

Country Status (3)

Country Link
EP (1) EP0508840B1 (en)
DE (1) DE69201454D1 (en)
FR (1) FR2674882B1 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999045217A1 (en) * 1998-03-06 1999-09-10 Saint-Gobain Vitrage Device for fixing plates, in particular glass plates
EP2270354A1 (en) * 2009-07-02 2011-01-05 Gartner Steel and Glass GmbH Rope end anchor with overload prevention
CN103938778A (en) * 2014-05-13 2014-07-23 北京德宏幕墙工程技术有限公司 Single-cable structural point supporting type glass curtain wall out-of-plane deformation limiting device
WO2014166849A3 (en) * 2013-04-12 2015-04-09 Becci Innocenzo Aseismic connection device for connecting a panel to a beam
WO2017192107A1 (en) * 2016-05-05 2017-11-09 Sucuoglu Haluk A hinge cell for beam to column connection
CN108385880A (en) * 2018-03-15 2018-08-10 上海科胜幕墙有限公司 A kind of energy-absorbing loss prevention bearing
CN109113244A (en) * 2018-10-25 2019-01-01 无锡恒尚装饰工程有限公司 The torsion connection structure of curtain-wall stand-column and crossbeam
CN110565851A (en) * 2019-08-15 2019-12-13 江河创建集团股份有限公司 Universal adjustable large-displacement combined aluminum profile support structure
CN112392183A (en) * 2020-11-02 2021-02-23 塔里木大学 Building curtain wall sandwich panel

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018681B (en) * 2014-06-19 2015-12-02 中国五冶集团有限公司 Be exclusively used in large stadium metal curtain wall honeycomb aluminum plate construction control method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2709869A1 (en) * 1975-02-17 1977-09-15 Sadacem Vibration resistant curtain wall - has support bar engaging damping members on brackets in structural wall
GB2155074A (en) * 1983-12-28 1985-09-18 Yoshida Kogyo Kk Mounting curtain wall units
US4875319A (en) * 1988-06-13 1989-10-24 Hohmann & Barnard, Inc. Seismic construction system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2709869A1 (en) * 1975-02-17 1977-09-15 Sadacem Vibration resistant curtain wall - has support bar engaging damping members on brackets in structural wall
GB2155074A (en) * 1983-12-28 1985-09-18 Yoshida Kogyo Kk Mounting curtain wall units
US4875319A (en) * 1988-06-13 1989-10-24 Hohmann & Barnard, Inc. Seismic construction system

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU755516B2 (en) * 1998-03-06 2002-12-12 Saint-Gobain Vitrage Device for fixing plates, in particular glass plates
US6519903B1 (en) 1998-03-06 2003-02-18 Saint-Gobain Glass France Device for fixing plates, in particular glass plates
WO1999045217A1 (en) * 1998-03-06 1999-09-10 Saint-Gobain Vitrage Device for fixing plates, in particular glass plates
US8950124B2 (en) 2009-07-02 2015-02-10 Josef Gartner Gmbh Cable end anchorage with overload protection
EP2270354A1 (en) * 2009-07-02 2011-01-05 Gartner Steel and Glass GmbH Rope end anchor with overload prevention
WO2014166849A3 (en) * 2013-04-12 2015-04-09 Becci Innocenzo Aseismic connection device for connecting a panel to a beam
CN105209698A (en) * 2013-04-12 2015-12-30 I·贝奇 Aseismic connection device for connecting a panel to a beam
CN105209698B (en) * 2013-04-12 2017-07-04 I·贝奇 Anti-shock connector for connecting the panel to beam
CN103938778A (en) * 2014-05-13 2014-07-23 北京德宏幕墙工程技术有限公司 Single-cable structural point supporting type glass curtain wall out-of-plane deformation limiting device
WO2017192107A1 (en) * 2016-05-05 2017-11-09 Sucuoglu Haluk A hinge cell for beam to column connection
CN108385880A (en) * 2018-03-15 2018-08-10 上海科胜幕墙有限公司 A kind of energy-absorbing loss prevention bearing
CN109113244A (en) * 2018-10-25 2019-01-01 无锡恒尚装饰工程有限公司 The torsion connection structure of curtain-wall stand-column and crossbeam
CN109113244B (en) * 2018-10-25 2023-11-24 江苏恒尚节能科技股份有限公司 Torsion connection structure of curtain wall upright post and cross beam
CN110565851A (en) * 2019-08-15 2019-12-13 江河创建集团股份有限公司 Universal adjustable large-displacement combined aluminum profile support structure
CN112392183A (en) * 2020-11-02 2021-02-23 塔里木大学 Building curtain wall sandwich panel

Also Published As

Publication number Publication date
FR2674882B1 (en) 1993-07-30
EP0508840B1 (en) 1995-02-22
DE69201454D1 (en) 1995-03-30
FR2674882A1 (en) 1992-10-09

Similar Documents

Publication Publication Date Title
EP0416980B1 (en) Adjustable fitting for the securing of exterior cladding panels
EP0508840B1 (en) Adjustable and paraseismic connection device for the carcass and adjustable device for attaching façade elements of a building to a structure of tensioned cables
EP0170597A1 (en) Cornice for bridges
FR2647180A1 (en) INTERIOR SUPPORT AND GUIDE COLUMN FOR FLUID CONDUITS AND CABLES AND PROFILES FOR FORMING SUCH COLUMNS
EP0387127B1 (en) Facade structure of the curtain wall type with tensioned cables or cords
FR2738857A1 (en) DEVICE FOR SUPPORTING A DOOR ELEMENT AWAY FROM THE VERTICAL FACADE OF A CURTAIN WALL OF A BUILDING OR SIMILAR CONSTRUCTION
EP0261045B1 (en) Device for applying covering or lining plates for walls such as tunnel walls
FR2552145A1 (en) Device for retaining a casting stop or wall-pocket element on a metal shuttering element
BE906028A (en) Panel support and clamping arrangement - has double sided capping profile holding two panel edges onto support base profile
FR2701050A1 (en) Device for placing and supporting facing plates.
EP2868836A1 (en) Device and method for mounting an object on a wall
EP0297952B1 (en) Device for affixing a flat panel, especially a glass pane, to a support frame
FR2643929A1 (en) Facade structure with tensioned cables or wires
FR2585751A1 (en) Slab edge framework with form panel supporting girder
EP0242378A1 (en) Connecting means for attachment to a channel section
FR2981962A1 (en) Railing shoe for use in safety railing for protecting e.g. roofer, performing repairing operations in e.g. roof, of building, has base plate fixed in tightened support on end of mast by sealed fixing unit that fixes base plate to mast
EP0206955A1 (en) Adjustable suspension for the building industry, especially for installing hanging ceilings
EP0323940A1 (en) Wind screen
FR2934622A1 (en) DEVICE FOR FASTENING A BODY SHAFT ON A WORK
FR2753733A1 (en) Device for mounting of hollow support post for internal partition used e.g. in offices
FR2663354A1 (en) Improved device for fixing facade facework stones
FR2731031A1 (en) Method of installing handrail used e.g. for escalator, or stadium stairs
FR2620161A1 (en) Adjustable door hinge with socket and sealing
FR2750723A1 (en) Anchorage and vertical adjustment of hollow post for street light
FR2756878A3 (en) Connector for suspension studding for false ceilings in buildings

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

RBV Designated contracting states (corrected)

Designated state(s): BE CH DE ES FR GB GR IT LI

17P Request for examination filed

Effective date: 19930413

17Q First examination report despatched

Effective date: 19940511

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: MEUNIER, THIERRY

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): BE CH DE ES FR GB GR IT LI

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 19950222

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19950222

Ref country code: GB

Effective date: 19950222

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19950222

REF Corresponds to:

Ref document number: 69201454

Country of ref document: DE

Date of ref document: 19950330

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19950523

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 19950222

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19960228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19960229

Ref country code: CH

Effective date: 19960229

BERE Be: lapsed

Owner name: MEUNIER THIERRY

Effective date: 19960228

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

REG Reference to a national code

Ref country code: FR

Ref legal event code: RN

REG Reference to a national code

Ref country code: FR

Ref legal event code: FC

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20090227

Year of fee payment: 18

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20101029

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100301