EP1904694B1 - Systeme standardisé de barres comprimées pour la construction d'une façade haubanée - Google Patents

Systeme standardisé de barres comprimées pour la construction d'une façade haubanée Download PDF

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Publication number
EP1904694B1
EP1904694B1 EP06753733.2A EP06753733A EP1904694B1 EP 1904694 B1 EP1904694 B1 EP 1904694B1 EP 06753733 A EP06753733 A EP 06753733A EP 1904694 B1 EP1904694 B1 EP 1904694B1
Authority
EP
European Patent Office
Prior art keywords
compression bar
bar system
connection
elements
rod
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
EP06753733.2A
Other languages
German (de)
English (en)
Other versions
EP1904694A1 (fr
Inventor
Dirk Schulte
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.)
Dorma Deutschland GmbH
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Dorma Deutschland GmbH
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Filing date
Publication date
Application filed by Dorma Deutschland GmbH filed Critical Dorma Deutschland GmbH
Publication of EP1904694A1 publication Critical patent/EP1904694A1/fr
Application granted granted Critical
Publication of EP1904694B1 publication Critical patent/EP1904694B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/54—Fixing of glass panes or like plates
    • E06B3/5436—Fixing of glass panes or like plates involving holes or indentations in the pane
    • E06B3/5445—Support arms engaging the holes or indentations
    • 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
    • E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/04—Frames for doors, windows, or the like to be fixed in openings
    • E06B1/36—Frames uniquely adapted for windows
    • E06B1/38—Frames uniquely adapted for windows for shop, show, or like large windows

Definitions

  • the invention relates to a pressure rod system for a taut facade construction, wherein the pressure rod system a pressure rod and arranged on the pressure rod connection elements for tension members u. Like. Has.
  • a stressed or rear-spanned facade construction consists of the components compression rod system, tension member (rope) and corresponding structural connections, such as connection brackets, dowels, etc. These components represent a static system, which all external forces acting on the facade, such. As wind, broken down into the individual components train and pressure and then initiates safely into the building. For the respective assignment or recording of the individual components train and pressure, the components tension member and compression rod system are used, which are connected together in a suitable manner to create a self-supporting facade cladding.
  • the pressure bar system consists of a pressure rod and other connection elements for connecting tension members and other holding elements, eg. B. for connection to the building.
  • the US 2005/0126090 also describes a pressure bar system for a window facade, in which only corresponding components can be used.
  • the push rod must have a concave face in order to pass his power on the knot can.
  • the object of the present invention is therefore to eliminate the above-mentioned disadvantages and to provide a pressure rod system which can be produced with less effort.
  • the pressure bar system is used for a taut façade construction, wherein the pressure bar system a pressure rod and arranged on the pressure rod connection elements for tension members u. Like., And that each connection element is designed as a prefabricated item, which are connectable to the pressure rod.
  • connection elements can be prefabricated in large series. This reduces the unit costs for the connection elements. On site, these connection elements then only need to be connected to the pressure rods. This simplifies the assembly effort.
  • the printing rods can be delivered by the meter and be cut to the required lengths directly at the construction site. This also reduces the logistical effort.
  • connection between the pressure rod and the connection element is particularly simple, since it takes place via a detachable connection. Such a connection can be made on site with simple means.
  • the push rod can be securely attached to the building, the attachable at the front end connecting element has a fastening element for attachment to the building.
  • the connection between the pressure rod and the connecting element is particularly simple, since the pressure rod and the connecting elements can be screwed together via a connecting rod that extends through the pressure rod and the connecting elements.
  • Such a connection is not only easy and simple to manufacture, it also ensures a total maintenance-friendly design.
  • each connection element has a hollow pot-shaped main body, in the bottom of which a passage opening for the passage of the connecting rod is provided.
  • connection element is particularly easy to manufacture and handle.
  • the cup-shaped base body has a peripheral wall which is provided on its inside with a thread in which the base body can be used individually and adapted to different circumstances.
  • the cup-shaped main body in the region of its bottom on a remote neck on which the push rod can be plugged.
  • the pressure rod can be securely supported on the connection element, whereby at the same time a good power transmission is ensured.
  • each one connecting element at the front and at the rear end of the push rod can be attached. This covers a large part of all applications, since the tension members usually have to be connected at the two ends of the push rod.
  • the attachable at the rear end connecting element is advantageously covered with a cap in order to achieve a closed even visually facade.
  • a further connection element can be inserted into the push rod according to a preferred embodiment between the attachable at the two ends of the push rod connecting elements.
  • connection element is provided with connection eyes for the tension members.
  • connection variants for the tension members which occur in practice four differently formed connection elements are provided.
  • two connection eyes are provided, which face each other uniaxially.
  • four connection eyes are provided, which are opposite each other in a biaxial manner.
  • four connection eyes are provided, which face each other in pairs uniaxially.
  • six connection eyes are provided, which are opposite each other crosswise biaxially. All real in the practice for use Glasgliedan gleichkombinationen can thus be covered with only four different connection elements.
  • an adapter element for placing the further pressure rod the fastening element for fastening the pressure rod system to the facade or the closure cap can be screwed into the thread.
  • the same body can be used for very different purposes.
  • annular groove for receiving an O-ring is provided, on the one hand to achieve a play-free mounting of the pressure rod to the connection element and on the other hand to prevent the ingress of moisture into the pressure rod.
  • FIG. 1 and 2 a conventional braced façade construction 1 is shown.
  • This facade construction 1 can z. B. consist of glass plates, which are hung in front of the actual building.
  • a construction consisting of compression bar systems and tension members is provided, which derives the forces into the building.
  • FIG. 3a shows a pressure rod system, with a push rod 2 and a respective attached to the two ends of the push rod 2 connection element 3. All connection elements 3 are designed as a prefabricated item and thus enable a modular assembly of connecting elements 3 and push rods 2 to the required on-site construction. At the connection elements 3 connection eyes 4 are provided, which serve to connect tension members 5.
  • connection elements 3 which ensure a safe connection of the tension members 6 to the connection elements 3 and the pressure rods 2 for all load cases occurring in practice.
  • connection element 3 in the FIG. 3a is provided with a fastening element 6, which serves to fasten the facade structure to the structure 7.
  • the two connection elements 3 are each provided with two connection eyes 4, which face each other uniaxially and therefore allow the connection of two tension members 5, as well as from FIG. 4a can be seen, a section through a connection element 3 after FIG. 3a shows.
  • FIG. 3b a pressure rod 2 is shown, in which at each of the ends of a connection element 3 is attached.
  • two tension members 5 can be connected to the left connection element 3, as it is already in FIG. 3a is shown, while at the right connection element 2 four tension members 5 are connected.
  • There are a total of four connection eyes 4 are provided, which face each other in pairs uniaxial and therefore allow the connection of four tension members 5, which are all in the same plane.
  • Figure 3c shows a further embodiment of the connection elements 3, in which not only at the two ends of the push rod 2, a connection element 3 is arranged, but in addition also in the central region of the push rod 2 to connect in a middle plane tension members 5 can.
  • connection elements 3 are provided with six connection eyes 4, which are opposite each other biaxially.
  • connection element 2 is shown in which four connection eyes 4 are provided, the two-axis crosswise opposite each other and thus allow the connection of a total of four tension members 5.
  • FIGS. 5a to 5c show the connection element 3 shown in the remaining figures in an enlarged detail view in different applications.
  • FIG. 5a shows the connection element 3 according to FIG. 3a .
  • FIG. 5b the connection element 3 according to Figure 3c and FIG. 5c the connection element 3 according to FIG. 3b each in an enlarged view.
  • connection element 3 in all cases shown on one side open pot-shaped base body 8 with a bottom 9, in which a central passage opening 10 is arranged.
  • a stepped projection 11 is provided on the base body 8, to which the Push rod 2 is plugged so that the push rod 2 is supported with its front edge on the base body 8.
  • the cup-shaped main body 8 also has a peripheral wall 12, which is provided on its inside with a thread 13. On the outside, the peripheral wall 12 is provided with the already mentioned connection eyes 4 for fastening the tension members 5.
  • connection element 3 is attached to the two ends of the push rod 2 in each case.
  • the connecting rod 14 is then inserted and screwed by means of internal nuts 15, as in FIG. 5a for the right connection element 3 and in FIG. 5c for the left terminal element 3 is shown.
  • connection element 3 can be used both on the right side and on the left side or in the central region of the push rod 2.
  • FIG. 5a the use of the connecting element 3 at the right end of the push rod 2 is shown.
  • the thread 13 of the peripheral wall 12 which already in connection with the FIG. 3a mentioned fastener 6 is screwed, with the help of the push rod 2 can be attached to the structure 7.
  • FIG. 5c the use of the connecting element 3 at the left end of the push rod 2 is shown.
  • a closure cap 16 is screwed into the thread 13 in the peripheral wall 12.
  • FIG. 5b a variant is shown in which the push rod 2 is provided in its central region with a connection element 3 for connecting a middle plane of tension members 5.
  • an adapter element 17 is screwed into the thread 13 in the peripheral wall 12 for placing a further pressure rod 3.
  • This adapter element 17 has an outer circumference, which corresponds to the outer circumference of the projection 11, so that the push rod 2 can be plugged onto the adapter element 17 and is supported with its end face on the base body 8.
  • the adapter element 17 is provided with a central through-hole 18, through which passes the connecting rod 14 connecting the push rod 2 and the connecting elements 3.
  • the projection 11 is provided in the region of the bottom 9 of the cup-shaped body 8 with an annular groove 19, in which an O-ring is inserted, which allows a tight connection between the neck 11 and the attached push rod 2. Also in the adapter element 17, an annular groove for the O-ring is incorporated.
  • connection element 3 can be used on the right side, on the left side or in the central region of the push rod 2 with different Glasgliedan gleich variantn as a standardized, prefabricated component.
  • the compression bars 2 can be economically pre-assembled to any individually required length or cut to length directly on site by simple steps. All individual components can be individually inserted into each other and with the inner connecting rod 14 securely clamped by a simple screw connection within the connection elements 3.
  • any pressure rod systems in any dimensions can be composed simply, quickly and economically directly at the installation site of a few, manageable items.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Claims (12)

  1. Système de barres travaillant à la compression pour la construction d'une façade haubanée, avec au moins une barre travaillant à la compression (2) ; et avec des éléments de raccordement pour des membres de traction (5) et similaire, lesquels éléments sont agencés à la barre travaillant à la compression (2), chaque élément de raccordement (3) étant aménagé comme composant préfabriqué qui peut être connecté de façon détachable à la barre travaillant à la compression (2), caractérisé en ce que chaque élément de raccordement (3) présente un corps de base (8) creux en forme de pot, dans le fond (9) duquel est prévue une ouverture de passage (10) pour le passage d'une tige de connexion (14), et en ce que, dans la région de son fond (9), le corps de base en forme de pot (8) présente un épaulement (11) étagé sur lequel la barre travaillant à la compression (2) peut être embrochée de telle façon que la barre travaillant à la compression (2) avec sa face frontale s'appuie contre le corps de base (8), et en ce que le corps de base en forme de pot (8) présente une paroi circonférentielle (12) laquelle, sur sa face intérieure, est pourvue d'un taraudage (13) dans lequel un élément de fixation (6) est vissé pour la pose sur un ouvrage (7).
  2. Système de barres travaillant à la compression selon la revendication 1, caractérisé en ce que respectivement un élément de raccordement (3) peut être affixé sur l'extrémité avant et arrière de la barre travaillant à la compression (2).
  3. Système de barres travaillant à la compression selon les revendications précédentes, caractérisé en ce que l'élément de raccordement (3), qui peut être affixé sur l'extrémité arrière, peut être couvert avec un chapeau d'obturation (16).
  4. Système de barres travaillant à la compression selon la revendication 1, caractérisé en ce que la barre travaillant à la compression (2) et les éléments de raccordement (3) peuvent être vissés entre-eux par l'intermédiaire de la tige de connexion (14) qui passe à travers la barre travaillant à la compression (2) et les éléments de raccordement (3).
  5. Système de barres travaillant à la compression selon l'une des revendications précédentes, caractérisé en ce qu'un élément de raccordement (3) additionnel peut être inséré entre les éléments de raccordement (3) qui peuvent être affixés sur les deux extrémités de la barre travaillant à la compression (2).
  6. Système de barres travaillant à la compression selon l'une des revendications précédentes, caractérisé en ce que chaque élément de raccordement (3) est pourvu d'oeillets de raccordement (4) pour les membres de traction (5).
  7. Système de barres travaillant à la compression selon la revendication 6, caractérisé en ce que deux oeillets de raccordement (4) sont prévus qui, de façon monoaxe, se trouvent face à face.
  8. Système de barres travaillant à la compression selon la revendication 6, caractérisé en ce que quatre oeillets de raccordement (4) sont prévus qui, de façon biaxe et en forme de croix, se trouvent face à face.
  9. Système de barres travaillant à la compression selon la revendication 6, caractérisé en ce que quatre oeillets de raccordement (4) sont prévus qui, en paires et de façon monoaxe, se trouvent face à face.
  10. Système de barres travaillant à la compression selon la revendication 6, caractérisé en ce que six oeillets de raccordement (4) sont prévus qui, de façon biaxe et en forme de croix, se trouvent face à face.
  11. Système de barres travaillant à la compression selon la revendication 1, caractérisé en ce qu'un élément adaptateur (17) pour la mise en place d'une autre barre travaillant à la compression (2), l'élément de fixation (6) pour la fixation du système de barres travaillant à la compression sur l'ouvrage (7) ou le chapeau d'obturation (16) peuvent être vissés dans le taraudage (13).
  12. Système de barres travaillant à la compression selon la revendication 1, caractérisé en ce que dans la région de l'épaulement (11) une rainure annulaire (19) est prévue pour la réception d'un joint rond.
EP06753733.2A 2005-07-09 2006-05-19 Systeme standardisé de barres comprimées pour la construction d'une façade haubanée Not-in-force EP1904694B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005032169A DE102005032169A1 (de) 2005-07-09 2005-07-09 Standardisiertes Druckstabsystem für eine verspannte Fassadenkonstruktion
PCT/EP2006/004752 WO2007006363A1 (fr) 2005-07-09 2006-05-19 Systeme standardise de barres comprimees pour la construction d'une façade haubanee

Publications (2)

Publication Number Publication Date
EP1904694A1 EP1904694A1 (fr) 2008-04-02
EP1904694B1 true EP1904694B1 (fr) 2015-04-01

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EP06753733.2A Not-in-force EP1904694B1 (fr) 2005-07-09 2006-05-19 Systeme standardisé de barres comprimées pour la construction d'une façade haubanée

Country Status (6)

Country Link
US (1) US7963079B2 (fr)
EP (1) EP1904694B1 (fr)
DE (1) DE102005032169A1 (fr)
RU (1) RU2403353C2 (fr)
WO (1) WO2007006363A1 (fr)
ZA (1) ZA200711239B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119387A (zh) * 2020-01-31 2020-05-08 中国二十二冶集团有限公司 整体吊挂式超大幅面铝板幕墙施工方法

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Publication number Priority date Publication date Assignee Title
CN2923902Y (zh) * 2006-07-27 2007-07-18 白宝鲲 点支式幕墙的吊装系统
CN102051932B (zh) * 2009-12-29 2012-01-25 北京江河幕墙股份有限公司 双自由度调节拉索幕墙
DE102011000735B4 (de) * 2011-02-15 2016-02-25 Hella Kgaa Hueck & Co. Wärmeausdehnungskompensator und Scheinwerfer
CN104746781B (zh) * 2015-03-06 2017-03-01 上海江河幕墙系统工程有限公司 一种大跨度索、钢桁架、玻璃肋组合结构幕墙的施工方法
CN105888130A (zh) * 2016-05-03 2016-08-24 成都亨通兆业精密机械有限公司 一种钢结构大跨度梁结构
CN105863162A (zh) * 2016-05-03 2016-08-17 成都亨通兆业精密机械有限公司 一种钢结构幕墙梁
DE102018126799B4 (de) * 2018-10-26 2020-06-04 Sbp Gmbh Seilnetzfassade mit Seilen aus Faserverbundwerkstoff

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DE4223694C2 (de) * 1992-07-21 1994-05-26 Danz Robert Konstruktions-Bauelement für die Verglasung von Bauten
JPH0762777A (ja) 1993-08-30 1995-03-07 Fuigura Kk ケーブル材を支持体とする板材の固定装置及びケーブルクランプ
DE19901420A1 (de) 1999-01-18 2000-07-20 Schueco Int Kg Knoten eines Fachwerks, das gebäudeseitig einem Rahmenwerk aus Pfosten- und Riegelprofilen einer Fassaden- oder einer Lichtdachkonstruktion zugeordnet ist
DE19945196C2 (de) * 1999-09-21 2001-09-20 Dorma Gmbh & Co Kg Befestigungsvorrichtung für eine Glasscheibe
DE19945197C1 (de) * 1999-09-21 2001-07-05 Dorma Gmbh & Co Kg Befestigungsvorrichtung für eine Glasscheibe
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SE519443C2 (sv) * 2002-01-21 2003-02-25 Jerker Lundgren Glasningssystem för byggnader
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Publication number Priority date Publication date Assignee Title
CN111119387A (zh) * 2020-01-31 2020-05-08 中国二十二冶集团有限公司 整体吊挂式超大幅面铝板幕墙施工方法

Also Published As

Publication number Publication date
DE102005032169A1 (de) 2007-01-18
WO2007006363A1 (fr) 2007-01-18
US7963079B2 (en) 2011-06-21
RU2403353C2 (ru) 2010-11-10
EP1904694A1 (fr) 2008-04-02
RU2008104325A (ru) 2009-08-20
US20090255207A1 (en) 2009-10-15
ZA200711239B (en) 2008-08-27

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