EP0965703A2 - Frame construction for building facades, roofs and such like - Google Patents

Frame construction for building facades, roofs and such like Download PDF

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Publication number
EP0965703A2
EP0965703A2 EP99109573A EP99109573A EP0965703A2 EP 0965703 A2 EP0965703 A2 EP 0965703A2 EP 99109573 A EP99109573 A EP 99109573A EP 99109573 A EP99109573 A EP 99109573A EP 0965703 A2 EP0965703 A2 EP 0965703A2
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EP
European Patent Office
Prior art keywords
posts
framework according
clamping profiles
framework
profiles
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
EP99109573A
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German (de)
French (fr)
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EP0965703B1 (en
EP0965703A3 (en
Inventor
Klaus Bischlipp
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Eduard Hueck GmbH and Co KG
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Eduard Hueck GmbH and Co KG
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Publication of EP0965703A2 publication Critical patent/EP0965703A2/en
Publication of EP0965703A3 publication Critical patent/EP0965703A3/en
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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the invention relates to a framework for building facades, roofs or the like at least one limited from posts and angled bars Frame element that with one or more infills for receiving Disks, panels or the like. Is provided.
  • the posts and transoms in such frameworks are preferably made of plastic or made of aluminum hollow profiles.
  • the infills are depending on the design of the Building filled with glass panes or opaque panels.
  • the bars are fixed to the posts using transom connectors.
  • the posts and transoms are cut to length at the factory and, if necessary, to be edited.
  • the pre-assembly was also carried out at the factory by pre-installing the Bolt connectors were screwed to the posts. All further work was then executed on site.
  • the first side mounting post is first on Structure positioned and fixed.
  • the facade element put several bolts on the bolt connector and then the bolt in the transom connectors of the neighboring post are threaded. If the facade element contains no further intermediate posts, the second outer assembly post positioned and fixed to the structure. Finally, the bolts are secured and / or the bolt connector and it is the panes or panels in the Infills of the frame elements used.
  • the invention has for its object a framework for building facades and To design roofs or the like with the features of the preamble of claim 1 that these are completely pre-assembled in a workshop or a manufacturing company can, so that only the posts of the framework on the construction site Parts of the building must be attached.
  • This object is achieved in that at least the posts of each frame element by one or more angular and spaced from each other Clamping profiles are connected to each other in a torsionally rigid manner.
  • the proposal according to the invention makes it possible to assemble the framework to be carried out completely in the supplier's company, after assembling the the mullions and transoms formed in a final step Clamping profiles are used and connected to the outer mounting posts.
  • Clamping profiles provided according to the invention, it is also possible to use the posts and Tension bolts already in the factory so that the framework with the individual Frame elements in themselves are so stable and torsionally rigid that it is without the risk of Frame warping even under the harshest transport conditions to the construction site can be promoted.
  • the ends of the clamping profiles are expediently fixed to the outer mounting posts of each framework that can be attached to the building.
  • Each framework is preferably composed of a plurality of preassembled frame elements.
  • the clamping profiles are designed accordingly.
  • the tensioning profiles expediently run within the bars designed as hollow profiles and through openings of the posts that are in the correct position.
  • the clamping profiles are invisible from the outside and it is particularly suitable if the infills are filled with transparent glass panes.
  • a stability-increasing and particularly easy-to-assemble version is obtained if the bolts are provided with guides for the tensioning profiles, in which they are expediently guided to close.
  • the guides can already be included in the pressing process in the simplest way.
  • the mullions and transoms can consist of aluminum hollow profiles, but also of Plastic hollow profiles.
  • the thermal expansion that is unavoidable in construction to compensate is provided in a special embodiment of the subject matter of the invention, that between the fasteners placed on the end of the clamping profiles and strain compensation elements are provided on at least one side.
  • the clamping profiles are made of Round bars, preferably made of tubes with external or internal threads at the ends exist, the fasteners corresponding nuts or bolts and the Expansion compensation elements are disc springs. With a thermal As is well known, the diaphragm springs are stretched to a greater extent. Go this Expansion back, the disc springs relax without being in the Unwanted joints arise in connection areas.
  • the outer Assembly posts are designed as closed or semi-open profile sections, preferably the cross sections of the cross sections of the middle posts correspond or approximate.
  • the cross-section corresponds to the one on the left or to the right of the axis of symmetry cross section of a closed post section.
  • the half-open profile sections offer the advantage that the Connecting elements and the expansion compensation elements are easy to assemble.
  • the framework shown as a whole in FIG. 1 is 1 the example shown from nine individual frame fields, each from above and are delimited below by transoms and laterally by part of the post. Three each Frame fields with the side and top post and transom boundaries correspond to a frame element. Thus, the entire framework shown comprises three frame elements that can be preassembled.
  • the framework 1 has two outer mounting posts 2,3 and two parallel middle posts 4,5. There are four bars between the mounting posts 2, 3 and the middle posts 4, 5 6,7,8,9 arranged.
  • the number of posts 4.5 and the number of bars 6-9 depends according to the width and height of the framework 1 or number of each Facade elements and according to the specified distances between each other. Bars 6-9 are connected to each other by bolt connectors 10 in a known manner.
  • the framework 1 after the Proposed invention by four clamping profiles running in the direction of the bars 6-9 11, 12, 13, 14 connected to one another in a torsionally stiff manner in a manner explained in more detail.
  • Clamping profiles 11-14 are suitable rods or tubes. The ends of the Clamping profiles are fixed to the outer assembly posts 2,3.
  • the clamping profiles 11-14 through the interior of the Bolts 6-9 as well as through openings in the middle posts 4,5 passed through.
  • the are not in the drawing shown parts of the building definable, also provided with openings outer Assembly post 2,3 formed as a half-open profile sections, the open sides to the outside, i.e. lie on the sides facing away from each other.
  • the clamping profiles 11-14 are tubes in the embodiment shown, which are provided at the ends with an internal thread are so that they are fixed by means of screws 15, 16 to the mounting posts 2, 3 can.
  • the lengths of the clamping profiles 11-14 be slightly shorter than the clear distance between the facing surfaces of the Assembly post 2.3.
  • expansion compensation elements in the form of disc springs 17,18 arranged.
  • the posts 2-5 are connected to the transoms 6-9 by the transom connectors 10, in the bolt connectors and in the bolts 6-9 guides for the clamping profiles 11-14 are provided.
  • the bolt connector 10 can be omitted if the guides in the Bars are stable enough.
  • Those bounded by bars 6-9 and posts 2-5 Frame fields are in a known manner with insulating glass panes 19 or panels filled out, which can also be assembled at the factory.
  • clamping profiles 11-14 also be arranged on the outside at the height of the respective bars 6-9. If the Infill panels are opaque, they could also be between the bars 6-9 lie.
  • Figure 3 illustrates how e.g. three individual frameworks 1 to form an overall framework of a building under construction, which completes the building facade or forms part of a facade.
  • the assembly direction can be from left to right right, from bottom to top or vice versa.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Greenhouses (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Door And Window Frames Mounted To Openings (AREA)

Abstract

At least the posts (3-5) of each frame component are rigidly connected to one another by tension profiles (11-14) running at a distance from one another and angularly to the posts. The ends of the tension profiles are fixed to the installation posts (2,3) fitted on the outer building side. Each framework comprises several pre-installable frame components. The tension profiles are formed as round ribs, preferably as tubes with end-side outer and inner threads. Nuts or screws are used as fixture components and plate springs as expansion compensation components.

Description

Die Erfindung betrifft ein Rahmenwerk für Gebäudefassaden, Dächer oder dgl. mit zumindest einem aus Pfosten und winkelig dazu stehenden Riegeln begrenzten Rahmenelement, das mit einer oder mehreren Ausfachungen zur Aufnahme von Scheiben, Paneelen oder dgl. versehen ist.The invention relates to a framework for building facades, roofs or the like at least one limited from posts and angled bars Frame element that with one or more infills for receiving Disks, panels or the like. Is provided.

Die Pfosten und Riegel bei derartigen Rahmenwerken bestehen bevorzugt aus Kunststoff- oder aus Aluminium-Hohlprofilen. Die Ausfachungen sind je nach Gestaltung des Gebäudes durch Glasscheiben oder undurchsichtige Paneele ausgefüllt. Die Riegel werden an den Pfosten mittels Riegelverbindern festgelegt.The posts and transoms in such frameworks are preferably made of plastic or made of aluminum hollow profiles. The infills are depending on the design of the Building filled with glass panes or opaque panels. The bars are fixed to the posts using transom connectors.

Der Aufbau solcher Rahmenwerke erfolgte bisher im wesentlichen auf der Baustelle, wobei die Pfosten und Riegel werksseitig von Stangen abgelängt und soweit notwendig, bearbeitet werden. Die Vormontage erfolgte ebenfalls werkseitig, indem vorab die Riegelverbinder an die Pfosten angeschraubt wurden. Alle weiteren Arbeiten wurden dann auf der Baustelle ausgeführt. Dort wird zunächst der erste seitliche Montagepfosten am Baukörper positioniert und festgelegt. Je nach der Größe des Fassadenelements werden dann mehrere Riegel auf die Riegelverbinder aufgesteckt und anschließend die Riegel in die Riegelverbinder des benachbarten Pfostens eingefädelt. Sofern das Fassadenelement keine weiteren Zwischenpfosten enthält, wird der zweite äußere Montagepfosten positioniert und am Baukörper festgelegt. Zuletzt erfolgt die Sicherung der Riegel und/oder der Riegelverbinder und es werden die Scheiben oder Paneele in die Ausfachungen der Rahmenelemente eingesetzt.So far, such frameworks have mainly been built on the construction site, the posts and transoms are cut to length at the factory and, if necessary, to be edited. The pre-assembly was also carried out at the factory by pre-installing the Bolt connectors were screwed to the posts. All further work was then executed on site. There, the first side mounting post is first on Structure positioned and fixed. Depending on the size of the facade element then put several bolts on the bolt connector and then the bolt in the transom connectors of the neighboring post are threaded. If the facade element contains no further intermediate posts, the second outer assembly post positioned and fixed to the structure. Finally, the bolts are secured and / or the bolt connector and it is the panes or panels in the Infills of the frame elements used.

Der beschriebene Herstellungs - und Montageablauf des Fassaden- oder Dach-Fachwerks ist unwirtschaftlich, da ein hoher Montageanteil auf Arbeiten auf der Baustelle entfällt. Eine komplette Vormontage des gesamten, meist aus mehreren, relativ schweren Rahmenelementen bestehenden Rahmenwerks im Fertigungsbetrieb ist nicht möglich, weil die Verbindungen zwischen den Pfosten und Riegeln insbesondere bei größeren Rahmenwerken nicht ausreichend verwindungssteif sind, um das Rahmenwerk als vorgefertigte Einheit zur Baustelle zu transportieren. The described manufacturing and assembly process of the facade or roof truss is uneconomical because there is a high proportion of assembly work on the construction site not applicable. A complete pre-assembly of the entire, usually from several, relatively heavy Framework elements of the existing framework in the manufacturing plant are not possible, because the connections between the mullions and transoms, especially with larger ones Frameworks are not sufficiently torsionally rigid to support the framework to transport the prefabricated unit to the construction site.

Der Erfindung liegt die Aufgabe zugrunde, ein Rahmenwerk für Gebäudefassaden und Dächer oder dgl. mit den Merkmalen des Oberbegriffes des Anspruches 1 so zu gestalten, daß dieses in einer Werkstatt oder einem Fertigungsbetrieb komplett vormontiert werden kann, so daß auf der Baustelle lediglich noch die Pfosten des Rahmenwerks an Gebäudeteilen befestigt werden müssen.The invention has for its object a framework for building facades and To design roofs or the like with the features of the preamble of claim 1 that these are completely pre-assembled in a workshop or a manufacturing company can, so that only the posts of the framework on the construction site Parts of the building must be attached.

Diese Aufgabe wird dadurch gelöst, daß zumindest die Pfosten jedes Rahmenelements durch ein oder mehreren dazu winkelig und im Abstand zueinander verlaufende Spannprofile verwindungssteif miteinander verbunden sind.This object is achieved in that at least the posts of each frame element by one or more angular and spaced from each other Clamping profiles are connected to each other in a torsionally rigid manner.

Durch den Vorschlag nach der Erfindung ist es möglich, die Montage des Fachwerks komplett im Betrieb des Lieferers vorzunehmen, indem nach dem Zusammenbau des aus den Pfosten und Riegeln gebildeten Rahmenwerks in einem letzten Arbeitsgang die Spannprofile eingesetzt und mit den äußeren Montagepfosten verbunden werden. Durch die erfindungsgemäß vorgesehenen Spannprofile ist es auch möglich, die Pfosten und Riegel bereits im Werk derart zu verspannen, daß das Rahmenwerk mit den einzelnen Rahmenelementen in sich so stabil und verwindungssteif ist, daß es ohne die Gefahr von Rahmenverwerfungen auch unter rauhesten Transportbedingungen zur Baustelle befördert werden kann.The proposal according to the invention makes it possible to assemble the framework to be carried out completely in the supplier's company, after assembling the the mullions and transoms formed in a final step Clamping profiles are used and connected to the outer mounting posts. By the clamping profiles provided according to the invention, it is also possible to use the posts and Tension bolts already in the factory so that the framework with the individual Frame elements in themselves are so stable and torsionally rigid that it is without the risk of Frame warping even under the harshest transport conditions to the construction site can be promoted.

Zweckmäßig sind die Enden der Spannprofile an den äußeren gebäudeseitig anbringbaren Montagepfosten jedes Rahmenwerks festgelegt. Vorzugsweise ist jedes Rahmenwerk aus mehreren vormontierbaren Rahmenelementen zusammengesetzt. Je nach der Anzahl und Größe der Rahmenelemente eines jeden Rahmenwerkes werden entsprechend die Spannprofile ausgelegt.
Gemäß einer ersten Ausführungsart verlaufen die Spannprofile zweckmäßig innerhalb der als Hohlprofile ausgebildeten Riegel und durch lagegerechte Öffnungen der Pfosten hindurch. Bei dieser Ausführung sind die Spannprofile von außen unsichtbar und sie ist besonders geeignet, wenn die Ausfachungen mit durchsichtigen Glasscheiben ausgefüllt werden. Eine stabilitätssteigernde und besonders montagefreundliche Ausführung ergibt sich, wenn die Riegel mit Führungen für die Spannprofile versehen sind, in denen sie zweckmäßig schließend geführt sind. Es können dann sogar die sonst notwendigen Riegelverbinder entfallen, ohne die Verbindungssicherheit zu beeinträchtigen. Da die vorzugsweise metallenen Riegel im Strangpreßverfahren als Stangenmaterial hergestellt werden, lassen sich die Führungen in einfachster Weise bereits in den Preßvorgang einbeziehen. Alternativ ist es möglich, die Spannprofile auch außerhalb der Riegel, jedoch auf deren Höhe und vorzugsweise an der Außenseite des Rahmenelementes anzuordnen.The ends of the clamping profiles are expediently fixed to the outer mounting posts of each framework that can be attached to the building. Each framework is preferably composed of a plurality of preassembled frame elements. Depending on the number and size of the frame elements of each framework, the clamping profiles are designed accordingly.
According to a first embodiment, the tensioning profiles expediently run within the bars designed as hollow profiles and through openings of the posts that are in the correct position. In this version, the clamping profiles are invisible from the outside and it is particularly suitable if the infills are filled with transparent glass panes. A stability-increasing and particularly easy-to-assemble version is obtained if the bolts are provided with guides for the tensioning profiles, in which they are expediently guided to close. It is then even possible to dispense with the otherwise necessary bolt connectors without impairing the security of the connection. Since the preferably metal bars are produced as rod material in the extrusion process, the guides can already be included in the pressing process in the simplest way. Alternatively, it is possible to arrange the clamping profiles outside the transoms, but at their height and preferably on the outside of the frame element.

Erfolgen die Verbindungen zwischen den Pfosten und den Riegeln über Riegelverbinder, ist nach der Erfindung vorgesehen, daß die Riegelverbinder mit Führungen für die Spannprofile versehen sind.Auf besondere Führungen in den Profilquerschnitten der Riegel kann dann ggf. verzichtet werden.Do the connections between the mullions and the transoms via transom connectors, is provided according to the invention that the bolt connector with guides for Clamping profiles are provided. On special guides in the profile cross sections of the Bars can then be omitted if necessary.

Die Pfosten und die Riegel können aus Aluminium-Hohlprofilen bestehen, aber auch aus Kunststoff-Hohlprofilen. Um die am Bau unvermeidbaren Wärmedehnungen auszugleichen, ist in besondere Ausgestaltung des Erfindungsgegenstands vorgesehen, daß zwischen den endseitig auf die Spannprofile aufgesetzten Befestigungselementen und an wenigstens einer Seite Dehnungsausgleichselemente vorgesehen sind. Eine konstruktiv besonders einfache Lösung ergibt sich, wenn die Spannprofile aus Rundstangen, vorzugsweise aus Rohren mit endseitigen Außen- oder Innengewinden bestehen, die Befestigungselemente entsprechende Muttern oder Schrauben und die Dehnungsausgleichselemente Tellerfedern sind. Bei einer thermisch bedingten Ausdehnung werden die Tellerfedern bekanntlich stärker gespannt. Geht diese Ausdehnung zurück, entspannen sich die Tellerfedern, ohne daß in den Verbindungsbereichen unerwünschte Fugen entstehen. Um die Anzahl der Profilquerschnitte möglichst gering zu halten, ist vorgesehen, daß die äußeren Montagepfosten als geschlossene oder als halboffene Profilabschnitte ausgebildet sind, wobei vorzugsweise deren Querschnitte den Querschnitten der mittleren Pfosten entsprechen oder annähernd entsprechen.The mullions and transoms can consist of aluminum hollow profiles, but also of Plastic hollow profiles. The thermal expansion that is unavoidable in construction to compensate is provided in a special embodiment of the subject matter of the invention, that between the fasteners placed on the end of the clamping profiles and strain compensation elements are provided on at least one side. A A structurally particularly simple solution results if the clamping profiles are made of Round bars, preferably made of tubes with external or internal threads at the ends exist, the fasteners corresponding nuts or bolts and the Expansion compensation elements are disc springs. With a thermal As is well known, the diaphragm springs are stretched to a greater extent. Go this Expansion back, the disc springs relax without being in the Unwanted joints arise in connection areas. To the number of To keep profile cross sections as small as possible, it is provided that the outer Assembly posts are designed as closed or semi-open profile sections, preferably the cross sections of the cross sections of the middle posts correspond or approximate.

Sofern ein halboffener Profilabschnitt verwendet wird, entspricht der Querschnitt dem links oder rechts der Symmetrieachse liegenden Querschnitt eines geschlossenen Pfosten-Profilabschnittes. Die halboffenen Profilabschnitte bieten den Vorteil, daß die Verbindungselemente und die Dehnungsausgleichselemente einfach zu montieren sind. If a half-open profile section is used, the cross-section corresponds to the one on the left or to the right of the axis of symmetry cross section of a closed post section. The half-open profile sections offer the advantage that the Connecting elements and the expansion compensation elements are easy to assemble.

Die Erfindung wird anhand der beiliegenden Zeichnungen nachstehend näher erläutert. Es zeigen:

Figur 1:
ein erfindungsgemäßes Rahmenwerk für Fassaden, Dächer oder dgl. mit mehreren Rahmenelementen in einer Frontansicht in auseinandergezogener, schematischer Darstellung,
Figur 2:
die montierten Pfosten und Riegel des Rahmenwerks nach Figur 1 in einer Schnittdarstellung quer zu den Pfosten und
Figur 3:
mehrere aneinander gereihte, aus einzelnen Rahmenelementen bestehende Rahmenwerke nach Figur 1.
The invention is explained in more detail below with reference to the accompanying drawings. Show it:
Figure 1:
an inventive framework for facades, roofs or the like. With several frame elements in a front view in an exploded, schematic representation,
Figure 2:
the assembled posts and transoms of the framework according to Figure 1 in a sectional view transverse to the posts and
Figure 3:
a plurality of frameworks according to FIG. 1 which are arranged in a row and consist of individual frame elements.

Das in der Figur 1 dargestellte als Ganzes mit 1 bezeichnete Rahmenwerk besteht bei dem gezeigten Beispiel aus neun einzelnen Rahmenfeldern, welche jeweils von oben und unten durch Riegel und seitlich von Pfostenteillängen begrenzt sind. Jeweils drei Rahmenfelder mit den seitlichen und oberen Pfosten- und Riegelbegrenzungen entsprechen einem Rahmenelement. Somit umfaßt das ganze gezeigte Rahmenwerk drei zusammenhängend vormontierbare Rahmenelemente. Das Rahmenwerk 1 weist zwei äußere Montagepfosten 2,3 auf und zwei parallel dazu verlaufende mittlere Pfosten 4,5. Zwischen den Montagepfosten 2,3 und den mittleren Pfosten 4,5 sind jeweils vier Riegel 6,7,8,9 angeordnet. Die Anzahl der Pfosten 4,5 und die Anzahl der Riegel 6-9 richtet sich nach der Breite und Höhe des Rahmenwerkes 1 bzw. Anzahl der einzelnen Fassadenelemente und nach den vorgegebenen Abständen untereinander. Die Riegel 6-9 werden durch Riegelverbinder 10 in bekannter Weise miteinander verbunden. Nach dem kompletten Zusammenbau in einer Werkstatt wird das Rahmenwerk 1 nach dem Erfindungsvorschlag durch vier in Richtung der Riegel 6-9verlaufende Spannprofile 11,12,13,14 verwindungssteif in noch näher erläuterter Weise miteinander verbunden. Als Spannprofile 11-14 kommen geeignete Stangen oder Rohre in Betracht. Die Enden der Spannprofile werden an den äußeren Montagepfosten 2,3 festgelegt.The framework shown as a whole in FIG. 1 is 1 the example shown from nine individual frame fields, each from above and are delimited below by transoms and laterally by part of the post. Three each Frame fields with the side and top post and transom boundaries correspond to a frame element. Thus, the entire framework shown comprises three frame elements that can be preassembled. The framework 1 has two outer mounting posts 2,3 and two parallel middle posts 4,5. There are four bars between the mounting posts 2, 3 and the middle posts 4, 5 6,7,8,9 arranged. The number of posts 4.5 and the number of bars 6-9 depends according to the width and height of the framework 1 or number of each Facade elements and according to the specified distances between each other. Bars 6-9 are connected to each other by bolt connectors 10 in a known manner. After this complete assembly in a workshop, the framework 1 after the Proposed invention by four clamping profiles running in the direction of the bars 6-9 11, 12, 13, 14 connected to one another in a torsionally stiff manner in a manner explained in more detail. As Clamping profiles 11-14 are suitable rods or tubes. The ends of the Clamping profiles are fixed to the outer assembly posts 2,3.

Bei der Ausführung nach der Figur 2 sind die Spannprofile 11-14 durch das Innere der Riegel 6-9 sowie durch lagegerechte Öffnungen in den mittleren Pfosten 4,5 hindurchgeführt. Außerdem sind bei dieser Ausführung die an in der Zeichnung nicht dargestellten Gebäudeteilen festlegbaren, ebenfalls mit Öffnungen versehenen äußeren Montagepfosten 2,3 als halboffene Profilabschnitte ausgebildet, wobei die offenen Seiten nach außen, d.h. an den einander abgewandten Seiten liegen. Die Spannprofile 11-14 sind bei der gezeigten Ausführung Rohre, die endseitig mit einem Innengewinde versehen sind, damit sie mittels Schrauben 15,16 an den Montagepfosten 2,3 festgelegt werden können. Zur Verspannung des Rahmenwerkes 1 können die Längen der Spannprofile 11-14 geringfügig kürzer sein als der lichte Abstand der zugewandten Flächen der Montagepfosten 2,3. Zum Ausgleich von thermisch bedingten Dehnungen oder Schrumpfungen sind zwischen den Köpfen der Schrauben 15,16 und den zugehörigen Flächen der Montagepfosten 2,3 Dehnungsausgleichselemente in Form von Tellerfedern 17,18 angeordnet.In the embodiment according to Figure 2, the clamping profiles 11-14 through the interior of the Bolts 6-9 as well as through openings in the middle posts 4,5 passed through. In addition, in this version, the are not in the drawing shown parts of the building definable, also provided with openings outer Assembly post 2,3 formed as a half-open profile sections, the open sides to the outside, i.e. lie on the sides facing away from each other. The clamping profiles 11-14 are tubes in the embodiment shown, which are provided at the ends with an internal thread are so that they are fixed by means of screws 15, 16 to the mounting posts 2, 3 can. To brace the framework 1, the lengths of the clamping profiles 11-14 be slightly shorter than the clear distance between the facing surfaces of the Assembly post 2.3. To compensate for thermal expansion or Shrinkages are between the heads of the screws 15, 16 and the associated ones Surfaces of the mounting posts 2.3 expansion compensation elements in the form of disc springs 17,18 arranged.

Die Verbindung der Pfosten 2-5 mit den Riegeln 6-9 erfolgt durch die Riegelverbinder 10, wobei in den Riegelverbindern und in den Riegeln 6-9 Führungen für die Spannprofile 11-14 vorgesehen sind. Die Riegelverbinder 10 können entfallen, wenn die Führungen in den Riegeln stabil genug sind. Die von den Riegeln 6-9 und den Pfosten 2-5 begrenzten Rahmenfelder sind in bekannter Weise mit Isolierglasscheiben 19 oder Paneelen ausgefüllt, welche ebenfalls bereits werkseitig montiert werden können.The posts 2-5 are connected to the transoms 6-9 by the transom connectors 10, in the bolt connectors and in the bolts 6-9 guides for the clamping profiles 11-14 are provided. The bolt connector 10 can be omitted if the guides in the Bars are stable enough. Those bounded by bars 6-9 and posts 2-5 Frame fields are in a known manner with insulating glass panes 19 or panels filled out, which can also be assembled at the factory.

Im Gegensatz zu dem dargestellten Ausführungsbeispiel können die Spannprofile 11-14 auch an der Außenseite in der Höhe der jeweiligen Riegel 6-9 angeordnet sein. Sofern die Ausfachungen undurchsichtige Paneele sind, könnten sie auch zwischen den Riegein 6-9 liegen.In contrast to the illustrated embodiment, the clamping profiles 11-14 also be arranged on the outside at the height of the respective bars 6-9. If the Infill panels are opaque, they could also be between the bars 6-9 lie.

Die Figur 3 verdeutlicht, wie z.B. drei einzelne Rahmenwerke 1 zu einem Gesamt-Rahmenwerk eines Gebäudes am Bau komplettiert wird, welches die Gebäudefassade oder eine Teileinheit einer Fassade bildet. Dabei kann die Montagerichtung von links nach rechts, von unten nach oben oder umgekehrt erfolgen. Figure 3 illustrates how e.g. three individual frameworks 1 to form an overall framework of a building under construction, which completes the building facade or forms part of a facade. The assembly direction can be from left to right right, from bottom to top or vice versa.

BezugszeichenlisteReference list

11
RahmenwerkFramework
22nd
MontagepfostenAssembly post
33rd
MontagepfostenAssembly post
44th
mittlerer Pfostenmiddle post
55
mittlerer Pfostenmiddle post
6,7,8,96,7,8,9
Riegelbars
1010th
RiegelverbinderBolt connector
11,12,13,1411, 12, 13, 14
SpannprofileClamping profiles
15,1615.16
SchraubenScrews
17,1817.18
TellerfedernBelleville washers
1919th
IsolierglasscheibeInsulating glass pane

Claims (12)

Rahmenwerk für Gebäudefassaden, Dächer oder dgl., mit zumindest einem aus Pfosten (3-5) und winkelig dazustehenden Riegeln (6-9) begrenzten Rahmenelement, das mit einer oder mehreren Ausfachungen (19) zur Aufnahme von Scheiben, Paneelen oder dgl. versehen ist, dadurch gekennzeichnet, daß zumindest die Pfosten (3-5) jedes Rahmenelements durch ein oder mehrere winkelig zu den Pfosten und im Abstand zueinander verlaufende Spannprofile (11-14) verwindungssteif miteinander verbunden sind.Framework for building facades, roofs or the like, with at least one Posts (3-5) and angled transoms (6-9) limited frame element that With one or more infills (19) for receiving panes, panels or Like. Is provided, characterized in that at least the posts (3-5) each Frame element through one or more angular to the posts and at a distance mutually extending clamping profiles (11-14) connected to each other in a torsionally rigid manner are. Rahmenwerk nach Anspruch 1, dadurch gekennzeichnet, daß die Enden der Spannprofile (11-14) an den äußeren gebäudeseitig anbringbaren Montagepfosten (2,3) festgelegt sind.Framework according to claim 1, characterized in that the ends of the Clamping profiles (11-14) on the outer mounting posts (2,3) that can be attached to the building are set. Rahmenwerk nach den Ansprüchen 1 oder 2, dadurch gekennzeichnet, daß jedes Rahmenwerk aus mehreren vormontierbaren Rahmenelementen zusammengesetzt ist.Framework according to claims 1 or 2, characterized in that each Framework is composed of several pre-assembled frame elements. Rahmenwerk nach einem oder mehreren der Ansprüche 1-3, dadurch gekennzeichnet, daß die Spannprofile (11-14) innerhalb der als Hohlprofile ausgebildeten Riegel und durch lagegerechte Öffnungen der Pfosten (3-5) hindurch verlaufen.Framework according to one or more of claims 1-3, characterized in that the clamping profiles (11-14) within the bars designed as hollow profiles and through openings of the posts (3-5) that run in the correct position. Rahmenwerk nach einem der Ansprüche 1-4, dadurch gekennzeichnet, daß die Riegel (6-9) mit Führungen für die Spannprofile (11-14) versehen sind.Framework according to one of claims 1-4, characterized in that the bars (6-9) are provided with guides for the clamping profiles (11-14). Rahmenwerk nach einem der Ansprüche 1-3 oder 5, dadurch gekennzeichnet, daß die Spannprofile (11-14) außerhalb der Riegel (6-9), jedoch auf deren Höhe und vorzugsweise an der Außenseite des Fassaden- oder Dachelements (1) angeordnet sind.Framework according to one of claims 1-3 or 5, characterized in that the Clamping profiles (11-14) outside the transom (6-9), but at their height and are preferably arranged on the outside of the facade or roof element (1). Rahmenwerk nach einem der Ansprüche 1-3 oder 5, dadurch gekennzeichnet, daß die Spannprofile (11-14) außerhalb und zwischen den Riegeln (6-9) und vorzugsweise an der Außenseite des Rahmenelements (1) angeordnet sind. Framework according to one of claims 1-3 or 5, characterized in that the Clamping profiles (11-14) outside and between the bars (6-9) and preferably on the Outside of the frame element (1) are arranged. Rahmenwerk, nach einem oder mehreren der Ansprüche 1-5, bei dem die Pfosten (2-5) und die Riegel (6-9) der Rahmenelemente durch Riegelverbinder (10) miteinander verbunden sind, dadurch gekennzeichnet, daß die Riegelverbinder (10) in ihrem Querschnitt mit Führungen für die Spannprofile (11-14) versehen sind.Framework according to one or more of claims 1-5, in which the posts (2-5) and the bolts (6-9) of the frame elements are connected to one another by bolt connectors (10) are connected, characterized in that the bolt connector (10) in their Cross section with guides for the clamping profiles (11-14) are provided. Rahmenwerk nach einem oder mehreren der vorhergehenden Ansprüche 1-8, dadurch gekennzeichnet, daß zwischen den endseitig auf die Spannprofile (11-14) aufgesetzten Befestigungselementen (15,16) und den bauseitigen Montagepfosten (2,3) jedes Rahmenelements an wenigstens einer Seite Dehnungsausgleichelemente (17,18) vorgesehen sind.Framework according to one or more of the preceding claims 1-8, characterized characterized in that between the end of the clamping profiles (11-14) Fastening elements (15, 16) and the on-site assembly posts (2, 3) each Frame element on at least one side expansion compensation elements (17, 18) are provided. Rahmenwerk nach Anspruch 9, dadurch gekennzeichnet, daß die Spannprofile aus Rundstegen (11-14), vorzugsweise aus Rohren mit endseitigen Außen- oder Innengewinden bestehen und daß die Befestigungselemente Muttern oder Schrauben (15,16) und die Dehnungsausgleichelemente Tellerfedern (17,18) sind.Framework according to claim 9, characterized in that the clamping profiles Round webs (11-14), preferably made of tubes with outer or end Internal threads exist and that the fasteners nuts or screws (15,16) and the expansion compensation elements are disc springs (17,18). Rahmenwerk nach einem oder mehreren der vorhergehenden Ansprüche 1-10, dadurch gekennzeichnet, daß die äußeren Montagepfosten (2,3) als geschlossene oder als halboffene Profilabschnitte ausgebildet sind.Framework according to one or more of the preceding claims 1-10, characterized in that the outer mounting posts (2,3) as closed or are designed as semi-open profile sections. Rahmenwerk nach Anspruch 11, dadurch gekennzeichnet, daß die Querschnitte der äußeren Montagepfosten (2,3) den Querschnitten der mittleren Pfosten (4,5) entsprechen oder annähernd entsprechen.Framework according to claim 11, characterized in that the cross sections of the outer mounting posts (2,3) correspond to the cross sections of the middle posts (4,5) or approximately match.
EP99109573A 1998-06-19 1999-05-14 Frame construction for building facades, roofs and such like Expired - Lifetime EP0965703B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19827397 1998-06-19
DE19827397A DE19827397C1 (en) 1998-06-19 1998-06-19 Framework for building facades, roofs or the like.

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EP0965703A2 true EP0965703A2 (en) 1999-12-22
EP0965703A3 EP0965703A3 (en) 2000-11-15
EP0965703B1 EP0965703B1 (en) 2004-11-17

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AT (1) ATE282744T1 (en)
DE (2) DE19827397C1 (en)
NO (1) NO992402L (en)
SK (1) SK83699A3 (en)

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WO2001027399A3 (en) * 1999-10-08 2001-10-04 Diversified Panel Systems Inc Curtain wall support method and apparatus
US6745527B1 (en) 1999-10-08 2004-06-08 Diversified Panel Systems, Inc. Curtain wall support method and apparatus

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Publication number Priority date Publication date Assignee Title
CN113738121A (en) * 2021-08-16 2021-12-03 苏州市鑫泰建筑装璜有限公司 Optimization method of high-rise building glass curtain wall structure

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DE1109345B (en) * 1956-02-22 1961-06-22 Charles Engel Framework for a metal window wall serving as a building facade
GB2078273A (en) * 1980-06-26 1982-01-06 Cold Rolled Sections Ltd Building Frameworks
EP0300832A1 (en) * 1987-07-24 1989-01-25 Hulett Aluminium Limited A framework structure for windows and doors

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DE4123604A1 (en) * 1991-07-17 1993-01-21 Franz Hoefler Facade panel mounting system - comprises glass panel bonded to profiled frame along long edges and having countersunk holes for screw fastening to frame
DE4223694C2 (en) * 1992-07-21 1994-05-26 Danz Robert Construction component for the glazing of buildings
DE19525957C2 (en) * 1995-07-17 2000-02-03 Wicona Bausysteme Gmbh Warm facade

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DE1109345B (en) * 1956-02-22 1961-06-22 Charles Engel Framework for a metal window wall serving as a building facade
GB2078273A (en) * 1980-06-26 1982-01-06 Cold Rolled Sections Ltd Building Frameworks
EP0300832A1 (en) * 1987-07-24 1989-01-25 Hulett Aluminium Limited A framework structure for windows and doors

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001027399A3 (en) * 1999-10-08 2001-10-04 Diversified Panel Systems Inc Curtain wall support method and apparatus
US6745527B1 (en) 1999-10-08 2004-06-08 Diversified Panel Systems, Inc. Curtain wall support method and apparatus
US6748709B1 (en) 1999-10-08 2004-06-15 Diversified Panel Systems, Inc. Curtain wall support method and apparatus

Also Published As

Publication number Publication date
EP0965703B1 (en) 2004-11-17
DE59911071D1 (en) 2004-12-23
DE19827397C1 (en) 2000-03-09
NO992402D0 (en) 1999-05-20
SK83699A3 (en) 2000-02-14
NO992402L (en) 1999-12-20
EP0965703A3 (en) 2000-11-15
ATE282744T1 (en) 2004-12-15

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