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EP0298328B1 - Façade wall - Google Patents

Façade wall Download PDF

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Publication number
EP0298328B1
EP0298328B1 EP88110168A EP88110168A EP0298328B1 EP 0298328 B1 EP0298328 B1 EP 0298328B1 EP 88110168 A EP88110168 A EP 88110168A EP 88110168 A EP88110168 A EP 88110168A EP 0298328 B1 EP0298328 B1 EP 0298328B1
Authority
EP
European Patent Office
Prior art keywords
tie bars
facade wall
wall according
fastening elements
bars
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP88110168A
Other languages
German (de)
French (fr)
Other versions
EP0298328A1 (en
Inventor
Erwin Drexl
Theodor Straub
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.)
MBS GEMONT AG
Original Assignee
MBS GeMont AG
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 MBS GeMont AG filed Critical MBS GeMont AG
Priority to AT88110168T priority Critical patent/ATE66995T1/en
Publication of EP0298328A1 publication Critical patent/EP0298328A1/en
Application granted granted Critical
Publication of EP0298328B1 publication Critical patent/EP0298328B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/967—Details of the cross-section of the mullions or transoms

Definitions

  • the invention relates to a facade wall with a supporting frame made of posts and transoms with wall fillings used in sealing profiles, such as glass panes, wall panels, frame elements or the like, which are held on the supporting frame by means of external pressure bars with the interposition of the sealing profiles.
  • the wall fillings including the sealing profiles, are held primarily on the pressure bars on the bars, which have a box-shaped profile and in the usual manner, i.e. e.g. are screwed to the posts.
  • the bolts must be adapted from the outset to the specified grid dimensions of the facade wall.
  • the invention has for its object to provide a facade wall, the construction parts for different Dimensions of the facade elements are suitable, whereby the required planning effort and the manufacturing costs are to be reduced and thus a more cost-effective design principle is achieved overall.
  • the facade wall comprises a plurality of vertical posts extending horizontal bars, which are slidably mounted according to the height grid of the facade wall on the post associated fasteners, the bars have on their post-side end face a continuous guide in which to Locking sliding parts are captively guided displaceably in the longitudinal direction of the bolt, via which the bolt can be permanently connected to the fastening elements by mutual engagement.
  • the horizontal transoms form continuous profiles which extend over several vertical posts and can have a length of 6 m or more, for example.
  • the guide formed on the end face of the transom on the post can accommodate the fastening elements at any point, which are arranged on the vertical posts in accordance with the predetermined grid of the facade.
  • the bolt is then connected to the post with the aid of the sliding parts, which are displaceable in the guide of the bolt and, due to the corresponding cross-sectional shapes of the fastening element, sliding part and guide, fix the bolt with respect to the post.
  • the guide is expediently formed by a cutout in the post-side end face of the transom. In cross section, it can be designed as a dovetail groove, the sliding parts then being captively guided in the recess with a corresponding dovetail-shaped profile.
  • the fastening elements located on the posts are preferably plate-shaped, their surface running parallel to the post surface facing the transoms.
  • the side surfaces of the fasteners are chamfered so that they can be positively engaged behind by the slid-on sliding part after the latch has been put on.
  • the fastening elements can be designed as rectangular or square plates, but in particular as round plates.
  • vertical bars can also be provided on the facade wall, which are attached to the vertical posts between the horizontal bars.
  • the attachment is carried out in the same way with the aid of sliding parts which can be displaced in a guide and which fix the vertical bolts on fastening elements of the vertical posts.
  • cover strips Since the recess in the horizontal transom is exposed at the areas between the posts towards the inside of the facade, it is advisable to cover these areas with clip-on cover strips.
  • the length of the cover strips can easily be adjusted in place to the spacing of the vertical posts.
  • the cover strips also offer the option of using flange sections that protrude into the recess in the transom to fix the sliding parts horizontally at a distance and in the area of the posts.
  • the bars have a cross section of approximately T-shaped configuration on.
  • the crossbar of the "T” faces the post, so it extends in a vertical plane when the transom is fully assembled.
  • the web of the "T” extends outwards from the posts and has screw channels into which the screws for fastening the pressure strips to the bolts are inserted.
  • the outside sealing profile lies with two legs on the edges of the adjacent wall fillings
  • the post-side sealing profile is mounted on the crosspiece of the transom. For this purpose, it has a U-shaped cross-section spanning the web, with legs being formed on the free ends of the “U” for abutment against the wall fillings.
  • the post-side sealing profile has a downwardly extending tab which seals the rebate space arranged below the sealing profile. This prevents water that has penetrated in the area of the lower edge of the upper wall filling or has arisen from condensation from entering the area of the upper edge of the lower wall filling.
  • the bars are preferably created as a light metal profile. Because of the simple profile shape, they can remain bare and unprocessed and require no further processing apart from cutting to length.
  • the substructure of the facade wall shown in FIGS. 1 and 2 comprises vertical steel posts 10, which can be designed, for example, as an I-beam, IPE-beam or as a T-beam.
  • fastening elements 100 are attached to the outside 12 of the posts, which in the manner to be described below serve to attach transverse horizontal bars 14 to the post 10.
  • the horizontal bars 14 have a length of several meters, for example 6 meters, and extend over a plurality of posts 10, wherein they are held on each post 10 by means of a fastening element 100.
  • the horizontal bars 14 are produced as light metal profiles, in particular from aluminum, and have untreated surfaces.
  • vertical bars 16 are arranged in the area of the posts 10, which are also held on the posts 10 by means of fastening elements 100.
  • internal sealing profiles 18, which consist of plastic material, in particular of neoprene.
  • Outer pressure bars such as the horizontal pressure bars 20 and the vertical pressure bars 22 are arranged opposite the horizontal bars 14 and the vertical bars 16 and carry an external sealing profile 24 made of plastic material, in particular of neoprene.
  • the wall fillings, such as insulating glass panes 26, are held between the inner sealing profile 18 and the outer sealing profile 24.
  • the horizontal and vertical pressure bars 20, 22 are screwed to the horizontal and vertical bars 14, 16, so that the insulating glass panes 26 are interposed between the bars 14, 16 and the pressure bars 20, 22 with the interposition of the sealing profiles 18, 24 and are held by the bolt construction.
  • the structure of the vertical bars 16, the vertical legs of the inner sealing profiles 18, the vertical legs of the outer sealing profiles 24 and the vertical pressure strips 22 essentially correspond to the structure of the horizontal bars 14 with regard to the features relevant here , the horizontal leg of the inner sealing profiles 18, the horizontal leg of the outer sealing profiles 24 and the horizontal pressure bars 20, so that it is sufficient for the purpose of sufficient description to describe the horizontal arrangement in more detail.
  • the horizontal bar 14 which is designed as an aluminum profile, has a substantially T-shaped configuration in cross section, as can clearly be seen in FIG. 1.
  • the crossbar 30 of this T-shaped configuration is arranged in a vertical position, while the longitudinal bar 32 of the T-shaped configuration extends outwards in a horizontal direction.
  • the crossbar 30 of the bolt 14 has on its inner side an opening 34 which extends in the longitudinal direction of the bolt 14 and in which 36 sliding parts 38 are displaceably guided in the longitudinal direction of the bolt 14 via a dovetail-like guide.
  • These sliding parts 38 are also designed as aluminum profiles and have on their inside an opening 40 running in the longitudinal direction of the bolt 14, the cross section of which corresponds to the corresponding cross section of the fastening element 100.
  • the fastening elements 100 are plate-shaped, the side surfaces 102, 104 of this plate-shaped fastening element 100 extending in the longitudinal direction of the associated bolt 14 being chamfered from the outside inwards, so that the cross section of the fastening elements 100 overall is trapezoidal, the wider side of the fastening element 100 being on the outside relative to the facade wall and the narrower side of the fastening element being on the inside relative to the facade wall.
  • the cross section of the inner opening 40 of the sliding part 38 has a corresponding trapezoidal cross section.
  • the bolts are mounted on the posts 10 in such a way that the bolts are placed on the posts from the front in such a way that the fastening elements 100 are located within the opening 34 of the bolts, and that the sliding parts 38 are then pushed over the fastening elements 100 by means of suitable tools until the sliding parts 38 engage behind the side surfaces 102, 104 of the fastening elements 100, as a result of which the bolts are securely held on the fastening elements 100 and thus on the posts 100.
  • dovetail guides 42, 44 are formed above and below the longitudinal beam 32, via which correspondingly shaped sections of the horizontal sealing profile 46 are held.
  • the horizontal sealing profile 46 has an upper leg 48 above the longitudinal bar 32 and a lower leg 50 below the longitudinal bar 32, the upper leg 48 sealing on the lower side of the upper insulating glass pane 26 and the lower leg 50 on the upper edge of the lower insulating glass pane 26 is present.
  • the two legs 48 and 50 are connected to one another by a cross-sectionally U-shaped profile 52, which is formed in one piece with the legs 48, 50 and extends over the outwardly pointing longitudinal bar 32 of the locking profile.
  • the external horizontal sealing profile 54 has an upper leg 56 and a lower leg 58, the upper leg 56 being arranged opposite the upper leg 48 and abutting the upper insulating glass pane 26 along its lower edge and the lower leg 58 opposite the lower leg 50 is arranged and lies along the upper edge of the lower insulating glass pane 26, a tab 60 extending downward from the profile 52 being clamped between the lower leg 58 and the upper edge of the lower insulating glass pane 26.
  • This tab 60 is formed in one piece with the profile 52.
  • Upper leg 56 and lower leg 58 are integrally connected to one another by means of a web 62.
  • the inner side of the web 62 has resilient tongues 64 which are formed in one piece with the web 62 and resiliently bear against the base of the profile 52. These tongues 64 ensure a secure seal between the inner sealing profile 46 and the outer sealing profile 54.
  • the outer pressure strips 20 have on their inner sides at the top and bottom in the longitudinal direction extending guides 66, in which the upper leg 56 and the lower leg 58 of the horizontal sealing profile 54 are guided in the manner of a dovetail. Furthermore, the pressure bars 20 have through bores 68, which serve to receive self-tapping fastening screws 28.
  • the longitudinal beams 32 of the bolts 14 are provided with an outwardly opening screw channel 70, which is provided in the longitudinal direction of the bolt and serves to receive the self-tapping screws 28.
  • the pressure strips 20 are pulled towards the horizontal bolt 14, whereby the insulating glass pane is held securely on the bolt and thus on the post 10 by means of the fastening elements 100 by creating a seal between the pressure strip, insulating glass pane and bolt.
  • cover strips 72 which can be plugged onto the horizontal bars 14 from the rear and are engaged in the attached state on the post by noses which are attached to the free ends of the horizontal legs of the cover strips 72 are formed, engage behind corresponding projections of the locking profile.
  • the fastening elements 100 fastened to the post 10 in the desired grid are plate-shaped and can be square, rectangular or round in particular when viewed from above.
  • the plate-shaped fastening elements 100 made of cast steel can be fastened to the posts 10 in particular by means of hole welding.
  • extruded aluminum box profiles 74 are provided as a substructure, on the front of which facing the latch construction a vertically extending screw channel 76 is formed which is used to hold self-tapping screws 28 is used to fasten the vertical pressure bars 22 opposite the box profiles 74 directly to the box profiles 74 with the interposition of the internal and external sealing profiles 18, 24 and the insulating glass panes 26 arranged between them. Accordingly, in the case of this exemplary embodiment, there are no additional fastening parts such as fastening elements 100, sliding parts 38 and the like for the continuous horizontal bolts 78. required.
  • the horizontal pressure strips 20 are, as described in connection with the exemplary embodiment according to FIGS. 1 and 2, by means of Screws fastened in corresponding screw channels of the horizontal latch 78.
  • reinforced vertical sealing profiles 80 are provided in the area of the box profiles 74 between the horizontal bars 78, the two vertical legs 82, 84 of which have a thickness which corresponds to the thickness of the horizontal bars plus the thickness of the horizontal sealing profiles.
  • the two legs 82, 84 are connected to one another by a web 86 of reduced thickness.
  • a tubular extension 88 is formed on the rear side of the web 86 in the longitudinal direction of the sealing profile 18 and extends into the screw channel 76. The tubular extension 88 serves to fix the vertical sealing profile 80 when the self-tapping screws 28 are screwed into the screw channel 76 on the box profile 74.
  • the outer vertical sealing profile 90 opposite the inner vertical sealing profile is designed in accordance with the exemplary embodiment according to FIGS. 1 and 2 and is held on the vertical pressure strips 22 via dovetail guides.
  • the fastening of the inner and outer horizontal sealing profiles 18 and 24 to the horizontal bars 78 and the horizontal pressure bars 20 corresponds to that of the exemplary embodiment according to FIGS. 1 and 2.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

In a facade wall having a load-bearing skeleton of posts (10) and bars (14, 16) and having wall fillings (26), such as glass panes, wall panels, frame elements or the like, which are inserted in sealing profiles (18, 24) and held on the load-bearing skeleton by means of outer pressing strips (20, 22) with the interposition of the sealing profiles (18, 24), the bars (14, 16) are designed as light-metal profiles which are positively held on the posts (10) via fastening elements (100). The horizontal bars (14) extend continuously over a plurality of posts (10). The bars (14, 16) are held on the fastening elements (100) by the fact that, in the longitudinal direction of the bars (14), displaceable sliding parts (38) are slid over the fastening elements (100) in such a way that they engage positively behind the fastening elements (100). <IMAGE>

Description

Die Erfindung betrifft eine Fassadenwand mit einem Traggerippe aus Pfosten und Riegeln mit in Dichtungsprofilen eingesetzten Wandfüllungen wie Glasscheiben, Wandplatten, Rahmenelementen oder dgl., die mittels äußerer Preßleisten unter Zwischenschaltung der Dichtungsprofile am Traggerippe gehalten sind.The invention relates to a facade wall with a supporting frame made of posts and transoms with wall fillings used in sealing profiles, such as glass panes, wall panels, frame elements or the like, which are held on the supporting frame by means of external pressure bars with the interposition of the sealing profiles.

Bei einer derartigen, aus der DE-A-3342166 bekannten Fassadenwand werden die Wandfüllungen einschließlich der Dichtungsprofile in erster Linie über die Preßleisten an den Riegeln gehalten, welche ein kastenförmiges Profil aufweisen und in üblicher Weise, das heißt z.B. durch Verschraubung an den Pfosten befestigt sind. Die Riegel müssen dabei von vornherein an die vorgegebenen Rastermaße der Fassadenwand angepaßt sein.In such a facade wall, known from DE-A-3342166, the wall fillings, including the sealing profiles, are held primarily on the pressure bars on the bars, which have a box-shaped profile and in the usual manner, i.e. e.g. are screwed to the posts. The bolts must be adapted from the outset to the specified grid dimensions of the facade wall.

Der Erfindung liegt die Aufgabe zugrunde, eine Fassadenwand zu schaffen, deren Konstruktionsteile für unterschiedliche Abmessungen der Fassadenelemente geeignet sind, wobei der erforderliche Planungsaufwand und die Fertigungskosten verringert werden sollen und damit insgesamt ein kostengünstigeres Konstruktionsprinzip erreicht wird.The invention has for its object to provide a facade wall, the construction parts for different Dimensions of the facade elements are suitable, whereby the required planning effort and the manufacturing costs are to be reduced and thus a more cost-effective design principle is achieved overall.

Diese Aufgabe wird erfindungsgemäß dadurch gelöst, daß die Fassadenwand sich über mehrere vertikale Pfosten erstreckende horizontale Riegel umfaßt, die entsprechend dem Höhenraster der Fassadenwand auf den Pfosten zugeordneten Befestigungselementen verschiebbar gelagert sind, wobei die Riegel an ihrer pfostenseitigen Stirnfläche eine durchlaufende Führung aufweisen, in welcher zur Verriegelung dienende Schiebeteile unverlierbar in Längsrichtung der Riegel verschiebbar geführt sind, über welche die Riegel mit den Befestigungselementen durch gegenseitigen Eingriff dauerhaft verbindbar sind.This object is achieved in that the facade wall comprises a plurality of vertical posts extending horizontal bars, which are slidably mounted according to the height grid of the facade wall on the post associated fasteners, the bars have on their post-side end face a continuous guide in which to Locking sliding parts are captively guided displaceably in the longitudinal direction of the bolt, via which the bolt can be permanently connected to the fastening elements by mutual engagement.

Bei der erfindungsgemäßen Konstruktion bilden die horizontalen Riegel durchlaufende Profile, die sich über mehrere vertikale Pfosten erstrecken und beispielsweise eine Länge von 6 m oder auch mehr aufweisen können. Die an der pfostenseitigen Stirnfläche der Riegel ausgebildete Führung kann an jeder beliebigen Stelle die Befestigungselemente aufnehmen, die an den vertikalen Pfosten entsprechend dem vorgegebenen Raster der Fassade angeordnet sind. Die Verbindung des Riegels mit dem Pfosten erfolgt dann mit Hilfe der Schiebeteile, welche in der Führung der Riegel verschiebbar sind und aufgrund der korrespondierenden Querschnittsformen von Befestigungselement, Schiebeteil und Führung den Riegel gegenüber dem Pfosten festlegen.In the construction according to the invention, the horizontal transoms form continuous profiles which extend over several vertical posts and can have a length of 6 m or more, for example. The guide formed on the end face of the transom on the post can accommodate the fastening elements at any point, which are arranged on the vertical posts in accordance with the predetermined grid of the facade. The bolt is then connected to the post with the aid of the sliding parts, which are displaceable in the guide of the bolt and, due to the corresponding cross-sectional shapes of the fastening element, sliding part and guide, fix the bolt with respect to the post.

Bei diesem Konstruktionsprinzip wird die Planung im Bereich des technischen Büros erheblich gemindert, da zur Festlegung der Fassadenwandstruktur lediglich das Fassadenraster der Architektenplanung benötigt wird. Entsprechend diesem Fassadenraster werden dann die die Riegel aufnehmenden Befestigungselemente an den vertikalen Pfosten angebracht.With this design principle, planning in the area of the technical office is considerably reduced, since only the facade grid of the architect's planning is required to determine the facade wall structure. In accordance with this facade grid, the fastening elements receiving the transoms are then attached to the vertical posts.

Die Führung wird zweckmäßigerweise von einer Aussparung in der pfostenseitigen Stirnfläche des Riegels gebildet. Im Querschnitt kann sie als Schwalbenschwanznut ausgebildet sein, wobei dann die Schiebeteile mit einem entsprechenden schwalbenschwanzförmigen Profil in der Aussparung unverlierbar geführt sind.The guide is expediently formed by a cutout in the post-side end face of the transom. In cross section, it can be designed as a dovetail groove, the sliding parts then being captively guided in the recess with a corresponding dovetail-shaped profile.

Die an den Pfosten befindlichen Befestigungselemente sind in bevorzugter Weise plattenförmig ausgebildet, wobei ihre Oberfläche parallel zu der den Riegeln zugewandten Pfostenoberfläche verläuft. Die Seitenflächen der Befestigungselemente sind abgeschrägt, so daß sie nach dem Aufsetzen der Riegel von dem übergeschobenen Schiebeteil formschlüssig hintergriffen werden können. Die Befestigungselemente können als rechteckige oder quadratische, insbesondere aber als runde Platten ausgebildet sein.The fastening elements located on the posts are preferably plate-shaped, their surface running parallel to the post surface facing the transoms. The side surfaces of the fasteners are chamfered so that they can be positively engaged behind by the slid-on sliding part after the latch has been put on. The fastening elements can be designed as rectangular or square plates, but in particular as round plates.

Außer den horizontalen Riegeln können an der Fassadenwand auch vertikale Riegel vorgesehen werden, welche zwischen den horizontalen Riegeln an den vertikalen Pfosten befestigt sind. Die Befestigung erfolgt dabei in gleicher Weise mit Hilfe von in einer Führung verschiebbaren Schiebeteilen, welche die vertikalen Riegel an Befestigungselementen der vertikalen Pfosten festlegen.In addition to the horizontal bars, vertical bars can also be provided on the facade wall, which are attached to the vertical posts between the horizontal bars. The attachment is carried out in the same way with the aid of sliding parts which can be displaced in a guide and which fix the vertical bolts on fastening elements of the vertical posts.

Da die Aussparung der horizontalen Riegel an den zwischen den Pfosten gelegenen Bereichen zur Innenseite der Fassade hin offenliegt, empfiehlt es sich, diese Bereiche mittels aufsteckbarer Deckleisten abzudecken. Die Länge der Deckleisten kann leicht an Ort und Stelle an den Abstand der vertikalen Pfosten angepaßt werden. Die Deckleisten bieten darüber hinaus die Möglichkeit, mittels Flanschabschnitten, die in die Aussparung der Riegel hineinragen, die Schiebeteile horizontal auf Abstand und im Bereich der Pfosten festzulegen.Since the recess in the horizontal transom is exposed at the areas between the posts towards the inside of the facade, it is advisable to cover these areas with clip-on cover strips. The length of the cover strips can easily be adjusted in place to the spacing of the vertical posts. The cover strips also offer the option of using flange sections that protrude into the recess in the transom to fix the sliding parts horizontally at a distance and in the area of the posts.

In einer bevorzugten Ausführungsform der Erfindung weisen die Riegel einen Querschnitt von etwa T-förmiger Konfiguration auf. Dabei ist der Querbalken des "T" den Pfosten zugewandt, erstreckt sich also bei fertig montiertem Riegel in einer vertikalen Ebene. Der Steg des "T" erstreckt sich von den Pfosten nach außen und weist Schraubkanäle auf, in die die Schrauben zum Befestigen der Preßleisten an den Riegeln eingeführt werden. Während das außenseitige Dichtungsprofil mit zwei Schenkeln an den Kanten der benachbarten Wandfüllungen anliegt, ist das pfostenseitige Dichtungsprofil auf dem Steg des Riegels gelagert. Es hat zu diesem Zweck einen den Steg übergreifenden U-förmigen Querschnitt, wobei an den freien Enden des "U" Schenkel zur Anlage an den Wandfüllungen ausgebildet sind. An seinem äußeren Rand weist das pfostenseitige Dichtungsprofil einen sich nach unten erstreckenden Lappen auf, der den unterhalb des Dichtungsprofils angeordneten Falzraum abdichtet. Hierdurch wird verhindert, daß Wasser, das im Bereich der Unterkante der oberen Wandfüllung eingedrungen oder durch Kondensation entstanden ist, in den Bereich der Oberkante der unteren Wandfüllung gelangen kann.In a preferred embodiment of the invention, the bars have a cross section of approximately T-shaped configuration on. The crossbar of the "T" faces the post, so it extends in a vertical plane when the transom is fully assembled. The web of the "T" extends outwards from the posts and has screw channels into which the screws for fastening the pressure strips to the bolts are inserted. While the outside sealing profile lies with two legs on the edges of the adjacent wall fillings, the post-side sealing profile is mounted on the crosspiece of the transom. For this purpose, it has a U-shaped cross-section spanning the web, with legs being formed on the free ends of the “U” for abutment against the wall fillings. At its outer edge, the post-side sealing profile has a downwardly extending tab which seals the rebate space arranged below the sealing profile. This prevents water that has penetrated in the area of the lower edge of the upper wall filling or has arisen from condensation from entering the area of the upper edge of the lower wall filling.

Die Riegel werden vorzugsweise als Leichtmetallprofil erstellt. Wegen der einfachen Profilform können sie blank und unbearbeitet bleiben und erfordern außer dem Ablängen keine weitere Bearbeitung mehr.The bars are preferably created as a light metal profile. Because of the simple profile shape, they can remain bare and unprocessed and require no further processing apart from cutting to length.

Weitere vorteilhafte Merkmale der Erfindung ergeben sich aus der nachfolgenden Beschreibung, in der zwei Ausführungsbeispiele der Erfindung anhand der Zeichnung näher erläutert sind. In der Zeichnung zeigen:

Fig. 1
einen Vertikalschnitt durch die erfindungsgemäße Fassadenwand gemäß einem ersten Ausführungsbeispiel,
Fig. 2
einen Horizontalschnitt durch die Fassadenwand gemäß Fig. 1, und
Fig. 3
einen Horizontalschnitt durch ein weiteres Ausführungsbeispiel der erfindungsgemäßen Fassadenwand.

Further advantageous features of the invention result from the following description, in which two exemplary embodiments of the invention are explained in more detail with reference to the drawing. The drawing shows:
Fig. 1
2 shows a vertical section through the facade wall according to the invention in accordance with a first exemplary embodiment,
Fig. 2
a horizontal section through the facade wall of FIG. 1, and
Fig. 3
a horizontal section through a further embodiment of the facade wall according to the invention.

Zunächst wird auf das Ausführungsbeispiel gemäß Fig. 1 und 2 Bezug genommen.First of all, reference is made to the exemplary embodiment according to FIGS. 1 and 2.

Die Unterkonstruktion der in den Fig. 1 und 2 dargestellten Fassadenwand umfaßt vertikale Stahlpfosten 10, die beispielsweise als I-Träger, IPE-Träger oder als T-Träger ausgebildet sein können. Entsprechend dem jeweiligen Höhenraster der Fassadenwand sind an der Außenseite 12 der Pfosten 10 Befestigungselemente 100 angebracht, die in der weiter unten zu beschreibenden Weise dazu dienen, quer verlaufende, horizontale Riegel 14 an den Pfosten 10 zu befestigen. Die horizontalen Riegel 14 weisen eine Länge von mehreren Metern, beispielsweise von 6 Metern auf und erstrecken sich über mehrere Pfosten 10, wobei sie an einem jeden Pfosten 10 mittels eines Befestigungselements 100 gehalten sind. Die horizontalen Riegel 14 sind als Leichtmetall-Profile, insbesondere aus Aluminium hergestellt und weisen unbehandelte Oberflächen auf.The substructure of the facade wall shown in FIGS. 1 and 2 comprises vertical steel posts 10, which can be designed, for example, as an I-beam, IPE-beam or as a T-beam. In accordance with the respective height grid of the facade wall 10 fastening elements 100 are attached to the outside 12 of the posts, which in the manner to be described below serve to attach transverse horizontal bars 14 to the post 10. The horizontal bars 14 have a length of several meters, for example 6 meters, and extend over a plurality of posts 10, wherein they are held on each post 10 by means of a fastening element 100. The horizontal bars 14 are produced as light metal profiles, in particular from aluminum, and have untreated surfaces.

Zwischen den durchgehenden, quer verlaufenden Riegeln 14 sind im Bereich der Pfosten 10 vertikale Riegel 16 angeordnet, welche ebenfalls mittels Befestigungselementen 100 an den Pfosten 10 gehalten sind. An den horizontalen und vertikalen Riegeln 14, 16 sind innenliegende Dichtungsprofile 18 gehalten, welche aus Kunststoffmaterial, insbesondere aus Neopren bestehen. Äußere Preßleisten wie die horizontalen Preßleisten 20 und die vertikalen Preßleisten 22 sind den horizontalen Riegeln 14 bzw. den vertikalen Riegeln 16 gegenüberliegend angeordnet und tragen ein außenliegendes Dichtungsprofil 24 aus Kunststoffmaterial, insbesondere aus Neopren. Zwischen dem innenliegenden Dichtungsprofil 18 und dem außenliegenden Dichtungsprofil 24 sind die Wandfüllungen wie beispielsweise Isolierglasscheiben 26 gehalten. Mittels Schrauben 28 werden die horizontalen und vertikalen Preßleisten 20, 22 an den horizontalen bzw. vertikalen Riegeln 14, 16 festgeschraubt, so daß die Isolierglasscheiben 26 unter Zwischenschaltung der Dichtungsprofile 18, 24 zwischen die Riegel 14, 16 und die Preßleisten 20, 22 eingeklemmt und von der Riegelkonstruktion gehalten werden.Between the continuous, transverse bars 14, vertical bars 16 are arranged in the area of the posts 10, which are also held on the posts 10 by means of fastening elements 100. On the horizontal and vertical bars 14, 16 there are internal sealing profiles 18, which consist of plastic material, in particular of neoprene. Outer pressure bars such as the horizontal pressure bars 20 and the vertical pressure bars 22 are arranged opposite the horizontal bars 14 and the vertical bars 16 and carry an external sealing profile 24 made of plastic material, in particular of neoprene. The wall fillings, such as insulating glass panes 26, are held between the inner sealing profile 18 and the outer sealing profile 24. By means of screws 28, the horizontal and vertical pressure bars 20, 22 are screwed to the horizontal and vertical bars 14, 16, so that the insulating glass panes 26 are interposed between the bars 14, 16 and the pressure bars 20, 22 with the interposition of the sealing profiles 18, 24 and are held by the bolt construction.

Wie aus den Figuren 1 und 2 ersichtlich, entspricht der Aufbau der vertikalen Riegel 16, der vertikalen Schenkel der innenliegenden Dichtungsprofile 18, der vertikalen Schenkel der außenliegenden Dichtungsprofile 24 und der vertikalen Preßleisten 22 hinsichtlich der hier relevanten Merkmale im wesentlichen dem Aufbau der horizontalen Riegel 14, der horizontalen Schenkel der innenliegenden Dichtungsprofile 18, der horizontalen Schenkel der außenliegenden Dichtungsprofile 24 und der horizontalen Preßleisten 20, so daß es zum Zwecke der ausreichenden Beschreibung genügt, die horizontal verlaufende Anordnung näher zu beschreiben.As can be seen from FIGS. 1 and 2, the structure of the vertical bars 16, the vertical legs of the inner sealing profiles 18, the vertical legs of the outer sealing profiles 24 and the vertical pressure strips 22 essentially correspond to the structure of the horizontal bars 14 with regard to the features relevant here , the horizontal leg of the inner sealing profiles 18, the horizontal leg of the outer sealing profiles 24 and the horizontal pressure bars 20, so that it is sufficient for the purpose of sufficient description to describe the horizontal arrangement in more detail.

Der als Aluminiumprofil ausgebildete horizontale Riegel 14 weist, wie sich aus Fig. 1 deutlich ergibt, im Querschnitt eine im wesentlichen T-förmige Konfiguration auf. Der Querbalken 30 dieser T-förmigen Konfiguration ist in vertikaler Lage angeordnet, während sich der Längsbalken 32 der T-förmigen Konfiguration in horizontaler Richtung nach außen erstreckt. Der Querbalken 30 des Riegels 14 weist an seiner innenliegenden Seite eine in Längsrichtung des Riegels 14 verlaufende Öffnung 34 auf, in der über eine schwalbenschwanzartige Führung 36 Schiebeteile 38 in Längsrichtung des Riegels 14 verschieblich geführt sind. Diese Schiebeteile 38 sind ebenfalls als Aluminiumprofile ausgebildet und weisen an ihrer Innenseite eine in Längsrichtung des Riegels 14 verlaufende Öffnung 40 auf, deren Querschnitt dem entsprechenden Querschnitt des Befestigungselements 100 entspricht.The horizontal bar 14, which is designed as an aluminum profile, has a substantially T-shaped configuration in cross section, as can clearly be seen in FIG. 1. The crossbar 30 of this T-shaped configuration is arranged in a vertical position, while the longitudinal bar 32 of the T-shaped configuration extends outwards in a horizontal direction. The crossbar 30 of the bolt 14 has on its inner side an opening 34 which extends in the longitudinal direction of the bolt 14 and in which 36 sliding parts 38 are displaceably guided in the longitudinal direction of the bolt 14 via a dovetail-like guide. These sliding parts 38 are also designed as aluminum profiles and have on their inside an opening 40 running in the longitudinal direction of the bolt 14, the cross section of which corresponds to the corresponding cross section of the fastening element 100.

Die Befestigungselemente 100 sind plattenförmig ausgebildet, wobei die in Längsrichtung des dazugehörigen Riegels 14 verlaufenden Seitenflächen 102, 104 dieses plattenförmigen Befestigungselements 100 von außen nach innen abgeschrägt sind, so daß der Querschnitt der Befestigungselemente 100 insgesamt trapezförmig ist, wobei die breitere Seite des Befestigungselements 100 relativ zur Fassadenwand gesehen außen und die schmälere Seite des Befestigungselements relativ zur Fassadenwand gesehen innen liegt. Der Querschnitt der innenliegenden Öffnung 40 des Schiebeteils 38 weist einen entsprechenden trapezförmigen Querschnitt auf.The fastening elements 100 are plate-shaped, the side surfaces 102, 104 of this plate-shaped fastening element 100 extending in the longitudinal direction of the associated bolt 14 being chamfered from the outside inwards, so that the cross section of the fastening elements 100 overall is trapezoidal, the wider side of the fastening element 100 being on the outside relative to the facade wall and the narrower side of the fastening element being on the inside relative to the facade wall. The cross section of the inner opening 40 of the sliding part 38 has a corresponding trapezoidal cross section.

Die Montage der Riegel auf den Pfosten 10 erfolgt derart, daß die Riegel von vorne auf die Pfosten derart aufgesetzt werden, daß sich die Befestigungselemente 100 innerhalb der Öffnung 34 der Riegel befinden, und daß anschließend die Schiebeteile 38 mittels geeigneter Werkzeuge über die Befestigungselemente 100 geschoben werden, bis die Schiebeteile 38 die Seitenflächen 102, 104 der Befestigungselemente 100 hintergreifen, wodurch die Riegel sicher an den Befestigungselementen 100 und somit an den Pfosten 100 gehalten werden.The bolts are mounted on the posts 10 in such a way that the bolts are placed on the posts from the front in such a way that the fastening elements 100 are located within the opening 34 of the bolts, and that the sliding parts 38 are then pushed over the fastening elements 100 by means of suitable tools until the sliding parts 38 engage behind the side surfaces 102, 104 of the fastening elements 100, as a result of which the bolts are securely held on the fastening elements 100 and thus on the posts 100.

An den nach außen weisenden Seiten des Querbalkens 30 des Riegelprofils sind oberhalb und unterhalb des Längsbalkens 32 schwalbenschwanzförmige Führungen 42, 44 ausgebildet, über die entsprechend geformte Abschnitte des horizontalen Dichtprofils 46 gehalten sind. Das horizontale Dichtprofil 46 weist einen oberen Schenkel 48 oberhalb des Längsbalkens 32 und einen unteren Schenkel 50 unterhalb des Längsbalkens 32 auf, wobei der obere Schenkel 48 an der unteren Seite der oberen Isolierglasscheibe 26 und der untere Schenkel 50 am oberen Rand der unteren Isolierglasscheibe 26 dichtend anliegt. Die beiden Schenkel 48 und 50 sind über ein im Querschnitt U-förmiges Profil 52 miteinander verbunden, welches einstückig mit den Schenkeln 48, 50 ausgebildet ist und sich über den nach außen weisenden Längsbalken 32 des Riegelprofils erstreckt.On the outwardly facing sides of the crossbar 30 of the transom profile, dovetail guides 42, 44 are formed above and below the longitudinal beam 32, via which correspondingly shaped sections of the horizontal sealing profile 46 are held. The horizontal sealing profile 46 has an upper leg 48 above the longitudinal bar 32 and a lower leg 50 below the longitudinal bar 32, the upper leg 48 sealing on the lower side of the upper insulating glass pane 26 and the lower leg 50 on the upper edge of the lower insulating glass pane 26 is present. The two legs 48 and 50 are connected to one another by a cross-sectionally U-shaped profile 52, which is formed in one piece with the legs 48, 50 and extends over the outwardly pointing longitudinal bar 32 of the locking profile.

Das außenliegende horizontale Dichtungsprofil 54 weist einen oberen Schenkel 56 und einen unteren Schenkel 58 auf, wobei der obere Schenkel 56 dem oberen Schenkel 48 gegenüberliegend angeordnet ist und an der oberen Isolierglasscheibe 26 entlang deren unterem Rand anliegt und der untere Schenkel 58 dem unteren Schenkel 50 gegenüberliegend angeordnet ist und entlang dem oberen Rand der unteren Isolierglasscheibe 26 an dieser anliegt, wobei ein sich vom Profil 52 nach unten erstreckender Lappen 60 zwischen unterem Schenkel 58 und oberem Rand der unteren Isolierglasscheibe 26 eingeklemmt ist. Dieser Lappen 60 ist mit dem Profil 52 einstückig ausgebildet. Oberer Schenkel 56 und unterer Schenkel 58 sind mittels eines Steges 62 einstückig miteinander verbunden. Die innenliegende Seite des Steges 62 weist federnde Zungen 64 auf, die mit dem Steg 62 einstückig ausgebildet sind und an der Basis des Profils 52 federnd anliegen. Diese Zungen 64 sorgen für eine sichere Abdichtung zwischen innerem Dichtungsprofil 46 und äußerem Dichtungsprofil 54.The external horizontal sealing profile 54 has an upper leg 56 and a lower leg 58, the upper leg 56 being arranged opposite the upper leg 48 and abutting the upper insulating glass pane 26 along its lower edge and the lower leg 58 opposite the lower leg 50 is arranged and lies along the upper edge of the lower insulating glass pane 26, a tab 60 extending downward from the profile 52 being clamped between the lower leg 58 and the upper edge of the lower insulating glass pane 26. This tab 60 is formed in one piece with the profile 52. Upper leg 56 and lower leg 58 are integrally connected to one another by means of a web 62. The inner side of the web 62 has resilient tongues 64 which are formed in one piece with the web 62 and resiliently bear against the base of the profile 52. These tongues 64 ensure a secure seal between the inner sealing profile 46 and the outer sealing profile 54.

Die äußeren Preßleisten 20 weisen an ihren innenliegenden Seiten oben und unten in Längsrichtung verlaufende Führungen 66 auf, in denen der obere Schenkel 56 und der untere Schenkel 58 des horizontalen Dichtungsprofils 54 schwalbenschwanzartig geführt sind. Weiterhin weisen die Preßleisten 20 Durchgangsbohrungen 68 auf, die zur Aufnahme von selbstschneidenden Befestigungsschrauben 28 dienen.The outer pressure strips 20 have on their inner sides at the top and bottom in the longitudinal direction extending guides 66, in which the upper leg 56 and the lower leg 58 of the horizontal sealing profile 54 are guided in the manner of a dovetail. Furthermore, the pressure bars 20 have through bores 68, which serve to receive self-tapping fastening screws 28.

Die Längsbalken 32 der Riegel 14 sind mit einem sich nach außen hin öffnenden, in Längsrichtung des Riegels versehenen Schraubkanal 70 versehen, der zur Aufnahme der selbstschneidenden Schrauben 28 dient. Durch Einschrauben der selbstschneidenden Schrauben 28 werden die Preßleisten 20 zum horizontalen Riegel 14 hin gezogen, wodurch unter Schaffung einer Abdichtung zwischen Preßleiste, Isolierglasscheibe und Riegel die Isolierglasscheibe sicher am Riegel und somit über die Befestigungselemente 100 am Pfosten 10 gehalten werden.The longitudinal beams 32 of the bolts 14 are provided with an outwardly opening screw channel 70, which is provided in the longitudinal direction of the bolt and serves to receive the self-tapping screws 28. By screwing in the self-tapping screws 28, the pressure strips 20 are pulled towards the horizontal bolt 14, whereby the insulating glass pane is held securely on the bolt and thus on the post 10 by means of the fastening elements 100 by creating a seal between the pressure strip, insulating glass pane and bolt.

Die Bereiche der sich über mehrere Pfosten 10 erstreckenden Riegel 14 zwischen einzelnen Pfosten 10 werden mittels Abdeckleisten 72 abgedeckt und verschlossen, welche auf die horizontalen Riegel 14 von der Rückseite her aufsteckbar sind und im aufgesetzten Zustand am Pfosten eingerastet sind, indem Nasen, die an den freien Enden der horizontalen Schenkel der Abdeckleisten 72 ausgebildet sind, entsprechende Vorsprünge des Riegelprofils hintergreifen.The areas of the bars 14 extending over a plurality of posts 10 between individual posts 10 are covered and closed by cover strips 72 which can be plugged onto the horizontal bars 14 from the rear and are engaged in the attached state on the post by noses which are attached to the free ends of the horizontal legs of the cover strips 72 are formed, engage behind corresponding projections of the locking profile.

Die an den Pfosten 10 im gewünschten Raster befestigten Befestigungselemente 100 sind plattenförmig ausgebildet und können in Draufsicht insbesondere quadratisch, rechteckig oder rund sein. Die plattenförmigen Befestigungselemente 100 aus Stahl-Guß können insbesondere mittels Lochschweißung an den Pfosten 10 befestigt sein.The fastening elements 100 fastened to the post 10 in the desired grid are plate-shaped and can be square, rectangular or round in particular when viewed from above. The plate-shaped fastening elements 100 made of cast steel can be fastened to the posts 10 in particular by means of hole welding.

Im folgenden wird auf das Ausführungsbeispiel gemäß Fig. 3 Bezug genommen. Für entsprechende Teile werden gleiche Bezugsziffern verwendet.In the following, reference is made to the exemplary embodiment according to FIG. 3. The same reference numbers are used for corresponding parts.

Anstelle der in den Fig. 1 und 2 verwendeten Stahlträger sind im Falle des Ausführungsbeispiels gemäß Fig. 3 als Unterkonstruktion stranggepreßte Aluminium-Kastenprofile 74 vorgesehen, an deren der Riegelkonstruktion zugewandten Vorderseite ein vertikal verlaufender Schraubkanal 76 ausgebildet ist, der zur Aufnahme von selbstschneidenden Schrauben 28 dient, über die die den Kastenprofilen 74 gegenüberliegenden, vertikal verlaufenden Preßleisten 22 direkt an den Kastenprofilen 74 unter Zwischenschaltung der innenliegenden und außenliegenden Dichtungsprofile 18, 24 und der dazwischen angeordneten Isolierglasscheiben 26 befestigt werden. Dementsprechend sind im Falle dieses Ausführungsbeispiels für die durchlaufenden horizontalen Riegel 78 keine zusätzlichen Befestigungsteile wie Befestigungselemente 100, Schiebeteile 38 u.dgl. erforderlich. Die horizontalen Preßleisten 20 sind, wie im Zusammenhang mit dem Ausführungsbeispiel gemäß Fig. 1 und 2 beschrieben, mittels Schrauben in entsprechenden Schraubkanälen der horizontalen Riegel 78 befestigt.Instead of the steel girders used in FIGS. 1 and 2, in the case of the exemplary embodiment according to FIG. 3, extruded aluminum box profiles 74 are provided as a substructure, on the front of which facing the latch construction a vertically extending screw channel 76 is formed which is used to hold self-tapping screws 28 is used to fasten the vertical pressure bars 22 opposite the box profiles 74 directly to the box profiles 74 with the interposition of the internal and external sealing profiles 18, 24 and the insulating glass panes 26 arranged between them. Accordingly, in the case of this exemplary embodiment, there are no additional fastening parts such as fastening elements 100, sliding parts 38 and the like for the continuous horizontal bolts 78. required. The horizontal pressure strips 20 are, as described in connection with the exemplary embodiment according to FIGS. 1 and 2, by means of Screws fastened in corresponding screw channels of the horizontal latch 78.

Anstelle der im Falle der Fig. 1 und 2 vorgesehenen vertikalen Riegel sind im Falle des Ausführungsbeispiels gemäß Fig. 3 im Bereich der Kastenprofile 74 zwischen den horizontalen Riegeln 78 verstärkte vertikale Dichtprofile 80 vorgesehen, deren beide vertikale Schenkel 82, 84 eine Dicke aufweisen, die der Dicke der horizontalem Riegel zuzüglich der Dicke der horizontalen Dichtungsprofile entspricht. Die beiden Schenkel 82, 84 sind durch einen Steg 86 geringerer Dicke miteinander verbunden. Ein schlauchförmiger Fortsatz 88 ist an der rückwärtigen Seite des Steges 86 in Längsrichtung des Dichtungsprofils 18 verlaufend ausgebildet und erstreckt sich in den Schraubkanal 76 hinein. Der schlauchförmige Fortsatz 88 dient dazu, das vertikale Dichtungsprofil 80 beim Einschrauben der selbstschneidenden Schrauben 28 in den Schraubkanal 76 am Kastenprofil 74 zu fixieren.Instead of the vertical bars provided in the case of FIGS. 1 and 2, in the case of the exemplary embodiment according to FIG. 3, reinforced vertical sealing profiles 80 are provided in the area of the box profiles 74 between the horizontal bars 78, the two vertical legs 82, 84 of which have a thickness which corresponds to the thickness of the horizontal bars plus the thickness of the horizontal sealing profiles. The two legs 82, 84 are connected to one another by a web 86 of reduced thickness. A tubular extension 88 is formed on the rear side of the web 86 in the longitudinal direction of the sealing profile 18 and extends into the screw channel 76. The tubular extension 88 serves to fix the vertical sealing profile 80 when the self-tapping screws 28 are screwed into the screw channel 76 on the box profile 74.

Das dem innenliegenden vertikalen Dichtungsprofil gegenüberliegende außenliegende vertikale Dichtungsprofil 90 ist entsprechend dem Ausführungsbeispiel gemäß Fig. 1 und 2 ausgebildet und über schwalbenschwanzartige Führungen an den vertikalen Preßleisten 22 gehalten. Die Befestigung der innenliegenden und außenliegenden horizontalen Dichtungsprofile 18 und 24 an den horizontalen Riegeln 78 bzw. den horizontalen Preßleisten 20 entspricht derjenigen des Ausführungsbeispiels gemäß Fig. 1 und 2.The outer vertical sealing profile 90 opposite the inner vertical sealing profile is designed in accordance with the exemplary embodiment according to FIGS. 1 and 2 and is held on the vertical pressure strips 22 via dovetail guides. The fastening of the inner and outer horizontal sealing profiles 18 and 24 to the horizontal bars 78 and the horizontal pressure bars 20 corresponds to that of the exemplary embodiment according to FIGS. 1 and 2.

Claims (14)

1. Facade wall having a supporting framework of pillars and tie bars, and wall fillings, such as glass panes, wall panels, frame elements or the like, which are inserted in sealing sections and are held on the supporting framework by means of outer pressed strips with the sealing sections in between, characterised in that the facade wall comprises horizontal tie bars (14, 78) which extend over a plurality of vertical pillars (10, 74) and are displaceably mounted in accordance with the vertical grid of the facade wall on fastening elements (100) allocated to the pillars, the tie bars (14, 78) having a continuous guide (36) on their end face on the pillar side, in which guide (36) sliding parts (38) used for the locking are captively and displaceably guided in the longitudinal direction of the tie bars, via which sliding parts (38) the tie bars (14, 78) can be permanently connected to the fastening elements (100) by mutual engagement.
2. Facade wall according to Claim 1, characterised in that the guide is formed by a recess.
3. Facade wall according to Claim 1, characterised in that, in the fitted state of the tie bars (14, 78), the sliding parts (38) grip behind the fastening elements (100) in a positive-locking manner.
4. Facade wall according to one of the preceding claims, characterised in that the fastening elements (100) are of plate-shaped design and run parallel to the pillar surface facing the tie bars (14, 78).
5. Facade wall according to one of the preceding claims, characterised in that one or more side surfaces (102, 104) of the fastening elements (100) are bevelled.
6. Facade wall according to one of the preceding claims, characterised in that the fastening elements (100) are designed as round plates.
7. Facade wall according to one of the preceding claims, characterised in that the sliding parts (38) are guided dovetail-like in the tie bars (14, 78).
8. Facade wall according to one of the preceding claims, characterised in that vertical tie bars (16) are fastened between the horizontal tie bars (14) to the vertical pillars (10) (Fig. 2).
9. Facade wall according to one of the preceding claims, characterised in that the recess of the horizontal tie bars (14, 78) is covered by means of slipon cover strips (72) at the areas located between the pillars (10).
10. Facade wall according to Claim 9, characterised in that the cover strips have flange sections which project into the recess of the tie bars (14, 78) and with which the sliding parts (38) are secured horizontally at a distance apart and in the area of the pillars.
11. Facade wall according to one of the preceding claims, characterised in that the tie bars (14, 16, 78) have a cross-section of roughly T-shaped configuration, the crossbeam (30) being turned towards the pillars (10), and screw channels (70) for receiving screws (28) which fasten the pressed strips (20, 22) to the tie bars (14, 16, 78) being provided in the web (32).
12. Facade wall according to one of the preceding claims, characterised in that the tie bars (14, 16, 78) can be fitted in the unmachined state.
13. Facade wall according to Claim 11, characterised in that the sealing section (46) on the pillar side is mounted on the web (32) of the tie bar (14).
14. Facade wall according to Claim 13, characterised in that the sealing section (46) on the pillar side has on its outer margin a sealing lobe (60) which extends downwards and seals off the rebate space arranged beneath the sealing section (46).
EP88110168A 1987-06-29 1988-06-25 Façade wall Expired - Lifetime EP0298328B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88110168T ATE66995T1 (en) 1987-06-29 1988-06-25 FACADE WALL.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19873721428 DE3721428A1 (en) 1987-06-29 1987-06-29 FAÇADE WALL
DE3721428 1987-06-29

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EP0298328A1 EP0298328A1 (en) 1989-01-11
EP0298328B1 true EP0298328B1 (en) 1991-09-04

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EP88110168A Expired - Lifetime EP0298328B1 (en) 1987-06-29 1988-06-25 Façade wall

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DE (2) DE3721428A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3924578C2 (en) * 1989-07-25 2003-07-10 Schueco Int Kg facade wall
DE9303883U1 (en) * 1993-03-16 1993-05-19 Thyssen Polymer GmbH, 8000 München Rafter and post profile
EP0702114B1 (en) * 1994-09-13 2000-02-09 Gerhard Kaese Construction set for fixing panels on to façades
DE29613579U1 (en) * 1996-08-06 1996-09-19 Fa. J. Eberspächer, 73730 Esslingen Sealing arrangement for a spar, in particular made of aluminum, as a support part of a facade or roof structure
NZ502004A (en) * 1999-12-21 2002-08-28 James Hardie New Zealand Ltd A wall cladding support with a ribbed mid section and longitudinal recess of either side of the ribbed section
GR1003873B (en) * 2001-05-30 2002-04-24 Κωνσταντινος Δημητριου Γερουσης New method of manufacturing and installation of metal curtain wall
FR2939819B1 (en) * 2008-12-17 2012-04-13 Profils Systemes DEVICE FOR FASTENING AN EQUIPMENT EXTERIOR TO A WALL-CURTAIN
DE202010002215U1 (en) * 2010-02-12 2011-09-07 Raico Bautechnik Gmbh Press strip seal
CN109372277B (en) * 2018-12-03 2024-01-23 湖南远大建工股份有限公司 Positioning device for prefabricated wallboard and positioning construction method thereof

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Publication number Priority date Publication date Assignee Title
NL125926C (en) * 1965-10-29
US3561182A (en) * 1969-03-11 1971-02-09 Joseph Madl Panel support system for building structures
DE3342166A1 (en) * 1983-11-22 1985-05-30 Theodor 8857 Gottmannshofen Straub Facade

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DE3721428A1 (en) 1989-01-12
DE3864610D1 (en) 1991-10-10
EP0298328A1 (en) 1989-01-11
ATE66995T1 (en) 1991-09-15

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