FR2674882A1 - WALL-MUR-CURVED FACADE STRUCTURE, ANTISISMIC, WITH TENSILE CABLE OR WIRE. - Google Patents

WALL-MUR-CURVED FACADE STRUCTURE, ANTISISMIC, WITH TENSILE CABLE OR WIRE. Download PDF

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Publication number
FR2674882A1
FR2674882A1 FR9104242A FR9104242A FR2674882A1 FR 2674882 A1 FR2674882 A1 FR 2674882A1 FR 9104242 A FR9104242 A FR 9104242A FR 9104242 A FR9104242 A FR 9104242A FR 2674882 A1 FR2674882 A1 FR 2674882A1
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FR
France
Prior art keywords
shell
facade
screw
sleeve
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
FR9104242A
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French (fr)
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FR2674882B1 (en
Inventor
Meunier Thierry
Thierry Meunier
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Individual
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Individual
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 Individual filed Critical Individual
Priority to FR9104242A priority Critical patent/FR2674882B1/en
Priority to DE69201454T priority patent/DE69201454D1/en
Priority to EP92400396A priority patent/EP0508840B1/en
Publication of FR2674882A1 publication Critical patent/FR2674882A1/en
Application granted granted Critical
Publication of FR2674882B1 publication Critical patent/FR2674882B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

Abstract

L'invention concerne un dispositif complémentaire à une structure de façade à câbles tendus permettant de soustraire les éléments d'un mur-rideau aux effets les plus préjudiciables des séismes. Ce dispositif est constitué par une vis (9) reliant le manchon (3) porté par le câble tendu (1) à une ferrure (11) ou un potelet (14) solidaires du gros-œuvre, dont chaque extrémité est capable d'une rotation partielle dans le plan horizontal afin de constituer une bielle transmettant au gros-œuvre les charges de vent appliquées au mur-rideau tout en autorisant le déplacement longitudinal relatif du gros-œuvre et de la façade.The invention relates to a device complementary to a facade structure with tensioned cables making it possible to shield the elements of a curtain wall from the most damaging effects of earthquakes. This device consists of a screw (9) connecting the sleeve (3) carried by the tensioned cable (1) to a fitting (11) or a post (14) integral with the shell, each end of which is capable of partial rotation in the horizontal plane in order to constitute a connecting rod transmitting to the shell the wind loads applied to the curtain wall while allowing the relative longitudinal displacement of the shell and the facade.

Description

Structure de façade de type mur-rideau, antisismique, à câbles ou filsCurtain wall, anti-seismic, cable or wire type façade structure

tendusstrained

La présente invention concerne des dispositions complé-  The present invention relates to

mentaires conférant à la structure à câbles ou fils ten- dus objet de la demande de Brevet Européen no 90400523 8 déposée le 26 02 90, une meilleure résistance aux effets 5 des séismes. Selon les dispositions de l'invention initiale, une stru-  As a result of the invention, the tensile cable structure of European Patent Application No. 904005238 filed on 26 February 90 provides better resistance to the effects of earthquakes. According to the provisions of the initial invention, a structure

cture faite de câbles ou fils, métalliques ou autres ten- dus verticalement sur la hauteur totale de la façade à l'extérieur du grosoeuvre du bâtiment au droit de chaque10 trame du mur rideau, constitue à la fois le moyen de si- tuer précisément chacune des fixations des éléments cons-  Curing of cables or wires, metal or other vertically on the total height of the facade outside the building shell to the right of each frame of the curtain wall, is both the means to precisely simulate each fixations of the elements constituting

stituant ladite façade, et le moyen de les supporter et d'en régler l'altitude Chacun des câbles est muni, au droit de chaque fixation des éléments de façade, d'un15 manchon serti capable de supporter la charge verticale induite par le poids propre de la façade Chaque manchon serti comporte une partie inférieure cylindrique et file- tée sur laquelle est monté un écrou agissant comme un vé- rin sous la charge verticale Cette charge est appliquée2 L sur l'écrou par uin manchon coulissant sur le manchon fixe serti et comportant les moyens de fixation par vissage ou  The cable is provided with a crimped sleeve capable of supporting the vertical load induced by the self-weight of each of the cables and is provided with the means of supporting and adjusting the elevation thereof. The crimped sleeve comprises a cylindrical and threaded lower part on which is mounted a nut acting as a cylinder under the vertical load. This load is applied to the nut by a sliding sleeve on the crimped fixed sleeve. comprising the fastening means by screwing or

accrochage des 1 léments de la façade proprements dits. Selon une première disposition de la présente invention, le manchon coulissant comporte en arrière du câble par25 rapport à l'extérieur du bâtiment, une gorge verticale cylindrique ouverte sur sa face arrière.  hanging of the elements of the facade properly said. According to a first arrangement of the present invention, the sliding sleeve has behind the cable relative to the outside of the building, a vertical cylindrical groove open on its rear face.

Selon une deuxième disposition de l'invention, la trans- mission au gros-oeuvre des charges horizontales appli- quées à la façade est assurée par une vis comportant une30 tête cylindrique dont 1 'axe est orthogonal à l'axe de ia vis et qui coulisse verticalement dans la gorge ouverte  According to a second provision of the invention, the transmission to the shell of the horizontal loads applied to the facade is ensured by a screw comprising a cylindrical head whose axis is orthogonal to the axis of the screw and which slide vertically in the open throat

du manchon coulissant pce ent décrit.  sliding sleeve as described.

Selon une troisième disposition de l'invention, l'ouver-  According to a third provision of the invention, the opening

ture de la gorge du manchon coulissant est dimensionnée de telle sorte qu'elle autorise une rotation partielle de la tête cylindrique de la vis dans un plan horizontal.5 Selon une quatrième disposition de l'invention, la vis de transmission des charges horizontales est solidarisée  The groove of the sliding sleeve is dimensioned such that it allows partial rotation of the cylindrical head of the screw in a horizontal plane. According to a fourth embodiment of the invention, the screw for transmitting the horizontal loads is secured.

au gros-oeuvre du bâtiment par un manchon horizontal ca- pable d'une rotation partielle par rapport à un axe ver- tical Ce manchon est solidarisé par l'intermédiaire de10 son axe de rotation à une pièce métallique ou autre fi- xée au gros-oeuvre par ancrage ou boulonnage Le bloqua-  at the structural part of the building by a horizontal sleeve which can be partially rotated with respect to a vertical axis. This sleeve is secured by means of its axis of rotation to a metal part or other fastened to the coarse by anchoring or bolting

ge de la vis, en position par rapport au gros-oeuvre est assuré par deux écrous disposés sur la vis, de part et d'autre du manchon rotatif.  age of the screw, in position relative to the shell is provided by two nuts arranged on the screw, on either side of the rotating sleeve.

Les dessins ci-annexés représentent, à titre d'exemple nullement limitatif, un mode de réalisation de l'inven-  The attached drawings represent, by way of non-limiting example, one embodiment of the invention.

tion. La figure 1 est une coupe et une vue perspective sur le bâtiment, montrant l'ensemble de la structure réalisée20 conformément a l'invention. La figure 2 est une coupe horizontale sur le câble tendu au dessus de l'un des dispositifs de fixation des élé- ments de façade. La figure 3 est une vue de profil du dispositif montré25 par la figure 2. Ces figures représentent une structure essentiellement constituée par des câbles ( 1) tendus verticalement en avant du gros- oeuvre et comportant des manchons fixes ( 2, sur lesquels coulissent des manchons concentriques ( 3) Le manchon coulissant ( 3) prend appui sur l'écrou  tion. Figure 1 is a sectional view and a perspective view of the building showing the entire structure made according to the invention. Figure 2 is a horizontal section on the cable stretched over one of the fasteners of the facade elements. FIG. 3 is a profile view of the device shown in FIG. 2. These figures represent a structure consisting essentially of cables (1) stretched vertically in front of the shell and comprising fixed sleeves (2, on which sleeves slide concentric (3) The sliding sleeve (3) is supported on the nut

( 4) par l'inter:-édaire d'une rondelle élastique facul- tative ( 5) et comporte: sur sa partie avant les appen-  (4) by inter: -ediaire a flexible elastic washer (5) and comprises: on its front part the appen-

dices ( 6) de fixation des élém;ents de façade (B) (C), et sur sa partie arrière la gorge cylindrique ouverte35 ( 7).  dices (6) for fixing the facade elements (B) (C), and on its rear part the open cylindrical groove (7).

La vis ( 9), de transmission des charges horizontales au gros-oeuvre, est munie à son extrémité côté câble, de la tête cylindrique ( 8) coulissant dans la gorge ( 7) du manchon ( 3) et capable d'une rotation partielle autour 5 de son axe vertical. La même vis ( 9) est engagée dans le manchon horizontal  The screw (9) for transmitting horizontal loads to the shell is provided at its cable end with the cylindrical head (8) sliding in the groove (7) of the sleeve (3) and capable of partial rotation. around 5 of its vertical axis. The same screw (9) is engaged in the horizontal sleeve

( 10) solidarisé à la ferrure ( 11) par un axe vertical autorisant sa rotation partielle dans le plan horizon-  (10) secured to the fitting (11) by a vertical axis permitting its partial rotation in the horizontal plane.

tal.10 La ferrure ( 11) est elle-même fixée au gros-oeuvre par deux chevilles d'ancrage ( 12).  tal.10 The fitting (11) is itself fixed to the shell by two anchors (12).

L'on voit à la lecture de ces dessins que, sans qu'au-  It can be seen from these drawings that without

cune des caractéristiques qui font l'intérêt de l'in- vention initiale ne soit remise en cause, les inciden-15 ces des secousses sismiques les plus préjudiciables à la conservation des façades à savoir le déplacement accèléré du gros-oeuvre et les déformations qui en ré- sultent sont ainsi fortement réduites ou annulées. Dans ce cas, la vis ( 9) agit en effet comme une bielle20 et autorise le déplacement du gros-oeuvre sans en reporter les effets dynamiques à la façade Par ailleurs, la souplesse des câbles porteurs fait que les contrain- tes appli Gu 6 es aux Aléments de façade du fait du dépla- cement relatif de leurs appuis sont soit supprimées,25 soit réduites selon l'in Dortance du sèisme. La figure 4 est une vue identique à la figure 2 dans le cas ou les charges horizontales appliquées à la fa- çade sont reportées au plancher (D) du gros-oeuvre par l'interm 6 diaire d'un porelet ( 14) confcrmriment aux dispositions revendiquées par l'invention initiale. Dans ce cas, la vis de transmission ( 9) comporte à son  one of the characteristics which make the interest of the initial invention is called into question, the incidents of seismic shocks most prejudicial to the preservation of the facades, namely the accelerated displacement of the shellwork and the deformations which as a result are greatly reduced or canceled. In this case, the screw (9) indeed acts as a connecting rod20 and allows the movement of the structural work without delaying the dynamic effects to the facade Furthermore, the flexibility of the load-bearing cables makes the contr ights appliable Facade elements due to the relative displacement of their supports are either abolished or reduced according to the inception of the earthquake. FIG. 4 is a view identical to FIG. 2 in the case where the horizontal loads applied to the facade are transferred to the floor (D) of the carcasswork via a porelet (14) in accordance with FIGS. provisions claimed by the original invention. In this case, the transmission screw (9) comprises at its

extrémité coté potelet une tête cylindrique ( 16) sem- blable a ( 8) et capable d'une rotation partielle dans une gorge ouverte (t 15) semblable à ( 7) et solidaire du35 potelet ( 14).  end end post a cylindrical head (16) similar to (8) and capable of a partial rotation in an open groove (t 15) similar to (7) and secured to35 post (14).

Un ressort ( 13) facultatif, peut être utilement fixé sur la vis ( 9) et prendre appui, soit sur la ferrure  An optional spring (13) can be usefully fixed on the screw (9) and supported either on the fitting

( 11), soit sur le potelet ( 14) pour, hors sollicita-  (11), either on the post (14) for, out of solicitation

tions sismiques, empêcher la rotation de la bielle et assurer ainsi la stabilité latérale des éléments de  prevent the rotation of the connecting rod and thus ensure the lateral stability of the

la façade.the facade.

Claims (1)

Revendicationsclaims 1 Structure intermédiaire entre le gros-oeuvre du bâti- ment et sa façade, constituée de câbles tendus vertica-  1 Intermediate structure between the shell of the building and its facade, consisting of vertical stretched cables lement en avant du gros-oeuvre et munis des moyens de fixation des éléments constitutifs de la façade, carac- 5 térisée en ce que chacune de ces fixations comporte un manchon coulissant ( 3) présentant une gorge verticale ( 7) ouverte sur sa face arrière et une vis ou tige ( 9) dont la tête cylindrique ( 8) est capable d'une rotation par- tielle par rapport à l'axe de la gorge ( 7).10 2 Structure selon la revendication 1 caractérisée en ce que la vis ( 9) est engagée dans un manchon ( 10) articulé dans le plan horizontal par rapport à une ferrure ( 11) fixée au gros-oeuvre, pour former une bielle capable de transmettre à celui-ci les charges horizontales appli-15 quées perpendiculairement à la façade, tout en autori- sant le déplacement longitudinal relatif du gros-oeuvre et de la façade afin de soustraire celle-ci aux effets les plus préjudiciables des séismes. 3 Structure selon la revendication 1 caractérisée en  the front part of the shell and provided with fixing means constituting elements of the facade, characterized in that each of these fasteners comprises a sliding sleeve (3) having a vertical groove (7) open on its rear face and a screw or rod (9) whose cylindrical head (8) is capable of a partial rotation with respect to the axis of the groove (7) .10 2 Structure according to claim 1 characterized in that the screw (9) is engaged in a sleeve (10) articulated in the horizontal plane relative to a fitting (11) fixed to the shell, to form a connecting rod capable of transmitting thereto the horizontal loads applied perpendicularly to the facade, while permitting the relative longitudinal movement of the shell and facade to remove it from the most detrimental effects of earthquakes. 3 Structure according to claim 1 characterized in ce que la vis ( 9) comporte à son extrémité côté gros- oeuvre une tête cylindrique ( 16) capabbie d'une rota-  that the screw (9) has at its end side shell a cylindrical head (16) capabbie a rotation- tion partielle par rapport à l'axe vertical d'une gorge ouverte ( 15) solidaire d'un potelet ( 14) fixé entre les planchers du bâtiment, pour former une bielle capable25 de transmettre à ceux-ci les charces hcrizontales appli- quées perpendiculairement à la façade, tout en autori-  partially in relation to the vertical axis of an open groove (15) integral with a post (14) fixed between the floors of the building, to form a connecting rod 25 able to transmit to them the hedge crusts applied perpendicularly to the façade, while allowing sant le déplacement longitudinal rlatif du gros-oeuvre et de la façade afin de soustraire celle-ci aux effets les plus préjudiciables des séismes.0 4 Structure selon les revendications 2 et 3 caractéri- sée en ce qu'un ressort ( 13) est fixé sur la vis ( 9) et  the longitudinal displacement of the shell and the facade to subtract it from the most damaging effects of earthquakes. Structure according to claims 2 and 3 characterized in that a spring (13) is attached on the screw (9) and prend appui sur la ferrure ( 11) ou le potelet ( 14), pour assurer hors effets sism iques la stablit 6 longitudinale des éléments de la façade.  is supported on the fitting (11) or the post (14) to ensure seismic effects stablit 6 longitudinal elements of the facade.
FR9104242A 1991-04-08 1991-04-08 CURTAIN WALL-CURTAIN TYPE ANTISISMIC STRUCTURE WITH TENSIONED CABLE OR WIRE. Expired - Fee Related FR2674882B1 (en)

Priority Applications (3)

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.
DE69201454T DE69201454D1 (en) 1991-04-08 1992-02-14 Adjustable and paraseismic connecting device for the shell and adjustable device for fastening facade elements of a building on a construction of tensioning cables.
EP92400396A 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

Applications Claiming Priority (1)

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.

Publications (2)

Publication Number Publication Date
FR2674882A1 true FR2674882A1 (en) 1992-10-09
FR2674882B1 FR2674882B1 (en) 1993-07-30

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FR9104242A Expired - Fee Related FR2674882B1 (en) 1991-04-08 1991-04-08 CURTAIN WALL-CURTAIN TYPE ANTISISMIC STRUCTURE WITH TENSIONED CABLE OR WIRE.

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

Cited By (1)

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CN104018681A (en) * 2014-06-19 2014-09-03 中国五冶集团有限公司 Construction control method for metal curtain wall aluminum honeycomb boards special for large gymnasium

Families Citing this family (9)

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DE19809617C2 (en) * 1998-03-06 2000-05-25 Brueder Eckelt & Co Glastech Fastening device for plates, in particular for glass plates
DE102009033032A1 (en) * 2009-07-02 2011-01-05 Gartner Steel And Glass Gmbh Rope anchorage with overload protection
ITRE20130026A1 (en) * 2013-04-12 2013-07-12 Innocenzo Becci DISSIPATIVE SLIDING SEISMIC CONNECTION WITH DYNAMIC ADAPTIVE ADJUSTMENT OF CAR COMPENSATED
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
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
CN112392183B (en) * 2020-11-02 2021-11-05 塔里木大学 Building curtain wall sandwich panel

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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 (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018681A (en) * 2014-06-19 2014-09-03 中国五冶集团有限公司 Construction control method for metal curtain wall aluminum honeycomb boards special for large gymnasium
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

Also Published As

Publication number Publication date
EP0508840A1 (en) 1992-10-14
EP0508840B1 (en) 1995-02-22
DE69201454D1 (en) 1995-03-30
FR2674882B1 (en) 1993-07-30

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