EP3323954B1 - Post and crossmember structure - Google Patents

Post and crossmember structure Download PDF

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Publication number
EP3323954B1
EP3323954B1 EP17200101.8A EP17200101A EP3323954B1 EP 3323954 B1 EP3323954 B1 EP 3323954B1 EP 17200101 A EP17200101 A EP 17200101A EP 3323954 B1 EP3323954 B1 EP 3323954B1
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EP
European Patent Office
Prior art keywords
mullion
transom
filling element
construction according
insulating glass
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Application number
EP17200101.8A
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German (de)
French (fr)
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EP3323954A1 (en
Inventor
Jochen Hübner
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Schueco International KG
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Schueco International KG
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Publication of EP3323954A1 publication Critical patent/EP3323954A1/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
    • E04B2/962—Curtain walls comprising panels attached to the structure through mullions or transoms with angles or corners in the curtain wall
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/54—Fixing of glass panes or like plates
    • E06B3/5409—Means for locally spacing the pane from the surrounding frame

Definitions

  • the present invention relates to a mullion and transom construction, in particular for a facade, according to the preamble of claim 1.
  • the DE 20 2013 105 586 U1 shows a façade construction in which panel-shaped filling elements are fixed to mullions and transoms, which are bordered between seals at the edges. Pressure strips are provided on the outside, which are fixed to the mullions and transoms by means of fasteners.
  • glass supports are provided in the crossing area between the mullions and transoms in order to be able to at least partially absorb the weight loads of the insulating glass panes.
  • the problem with such façade constructions is that a post is always provided in a corner area, so that the field of vision is subdivided.
  • the JP H06 33535 A discloses a structural glazing construction and the DE 10 2015 100 524 A1 a mullion and transom construction in which the filling elements are each held on two mullions and two transoms.
  • the JP H11 22083 A discloses a facade corner in which a connecting rod is provided in the corner area instead of a post profile.
  • a plate-shaped infill element is arranged between an upper and a lower bar and adjacent to a post, the infill element being supported on the lower bar adjacent to the post on a support.
  • the force can be dissipated at the support via the bolt and/or the post, so the force could also be introduced directly into the post via the support.
  • the filling element is held by a holding element adjacent to the upper bar at the corner region diagonally opposite to the support.
  • a further support on the lower bar can be dispensed with, so that the weight loads of the filling element are essentially carried by the support adjacent to the post and the holding element can be accommodated in the diagonally opposite corner area.
  • the holding element is preferably arranged in such a way that it supports the filling element on a vertical edge.
  • the holding element can encompass the filling element in a U-shape or can engage in a groove on the filling element with a blade.
  • the retaining element can be clamped or fixed to the filling element in some other way.
  • the two bars are preferably connected to further bars on the side facing away from the post, which are aligned at an angle to the bars.
  • the bars can be connected to the other bars at an angle of between 30° and 150°, in particular 60° and 120°, preferably at right angles.
  • this corner area in which the bars are arranged at an angle to one another, the use of a post can be dispensed with, since the weight forces are carried by the filling element via the retaining element and the lower support.
  • the holding element can be designed, for example, as an angle that is fixed to a bolt. As a result, the forces can be dissipated via the holding element via the bolt.
  • the holding element is fixed on one side to the filling element and on the opposite side to the post.
  • the holding element comprises a tension element, which is a rope, belt, tension rod, profile, bar or rod in order to be able to absorb the corresponding tensile forces.
  • the filling element is preferably designed as an insulating glass pane, which is kept sealed on both bars and the mullion.
  • the insulating glass pane can be connected to a further insulating glass pane.
  • the further insulating glass pane can preferably be aligned at an angle to the insulating glass pane, in particular at right angles.
  • the two insulating glass panes can be held sealed to one another at the edge by means of sealant.
  • a post and beam construction 1 comprises vertical posts 2 to which several horizontal bars 3 are fixed.
  • the bolts 3 can be provided in the area of a lower floor 4 and an upper floor 5, with the additional option of locking bars 3 being arranged in a parapet area.
  • the facade construction includes a corner area in which no post 2 is provided. Only two posts 2 are provided at a distance from the corner area, with one bar 3 being connected in the corner area to a further bar 6 arranged at an angle thereto.
  • the bolt 3 and the other bolt 6 can be aligned at right angles and be connected to one another in the miter area via a corner connector.
  • FIGs 2A and 2B is the structure of the mullion and transom construction figure 1 shown with a filling element 7, in particular an insulating glass pane.
  • the filling element 7 is surrounded by the two bars 3 and the post 2 and can be fixed there by clamping via sealing strips.
  • a schematically illustrated support 17 is provided, which is provided adjacent to the post 2 on the bolt 3 and can be designed, for example, as shown in FIG DE 20 2013 105 586 U1 in the figures 10 to 13 is shown.
  • no support is provided on the lower bar 3 on the side facing away from the post 2 since the bar 3 is not supported on a post 2 in this area.
  • a holding element 8 which supports the filling element 7 in the upper corner area, which is diagonally opposite to the support 17.
  • the holding element 8 is provided with a holder 9 which bears against a vertical edge of the filling element 7 , for example surrounds the filling element 7 in a U-shape or is fixed there in some other way, and is fixed to the post 2 by means of fastening means 10 .
  • the holding element 8 comprises a rope, pull rod, band, profile or a rod in order to be able to absorb the weight loads of the filling element 7 which would otherwise cause the filling element 7 to pivot about the support 17 .
  • the holding element 8 and the support 17 allow the essential tensile forces to be absorbed by weight loads without the bolt 3 being excessively loaded on the side facing away from the post 2 .
  • figure 2 also shows the possibility of inserting the tension element as a rope directly into the edge-side space between two panes of glass or into a bonded space between the panes. This makes the construction more filigree - also in the horizontal direction - which is particularly desirable in corner areas and with all-glass facades.
  • FIG 3 a corner area of the bolt 3 is shown in a plan view.
  • the bolt 3 is fixed to a post 2, which has two grooves 20 on an outer side for receiving sealing strips, and a central groove 21 on which fastening means 22 are provided for fixing an outer pressure strip.
  • the bolt 3 have corresponding outer grooves for sealing strips, and the post 2 and bolt 3 can as in the DE 20 2013 105 586 U1 be trained.
  • no post 2 is provided in the corner area, so that the viewer's field of vision in the room is only slightly restricted is.
  • an insulating glass pane meets as a filling element 7 onto a further insulating glass pane as a filling element 7 ′, which is aligned at right angles to the filling element 7 .
  • the filling element 7 is plate-shaped and includes straight front edges.
  • the further filling element 7' is likewise designed in the form of a plate and comprises an outer glass pane 70 which protrudes at the edge on the outer side, so that the edge is designed in the shape of an angle.
  • This angular configuration provides a gap 72 between the protruding glass pane 70 and an end face of the filling element 7, and a gap 73 on the inside of the filling element 7 and the end face of the further filling element 7'.
  • These L-shaped gaps 72 and 73 can be sealed using sealants, silicone or other components, with the width of the gaps 72 and 73 being in a range between 4 mm and 30 mm, in particular 8 mm and 15 mm . This minimizes the interference with the field of view through the small gaps 72 and 73.
  • FIG 4 a corner area of the bolt 3 is shown, which is mitred on the side facing away from the post 2 .
  • the bolt 3 is designed as a hollow profile, as shown in figure 3 is shown, and in a hollow chamber of the bolt 3, a corner connector 30 is inserted.
  • the corner connector 30 comprises a section protruding from the bar 3, which is inserted into a further bar 6, which has the same cross-sectional geometry as the bar 3 and is arranged at an angle thereto, as is shown in FIG figure 5 is shown.
  • the bolt 3 and the further bolt 6 are thus fixed to one another via the corner connector 30 .
  • FIG 5 a non-inventive embodiment of a holding element 11 is shown, which is made as an angle.
  • the holding element 11 comprises a first leg 12 which is fixed at the end to the bolt 3, for example screwed into a central groove on the bolt 3 or is fixed in a clamping manner.
  • the holding element 11 comprises a second leg 13 which protrudes at an angle from the first leg 12 and which encompasses a vertical end edge in the upper corner region of the filling element 7 .
  • the filling element 7 can thus be supported on the vertical leg 13, in particular via the interposition of spacers made of a plastic or softer material, in order to avoid damage to the insulating glass panes.
  • a corresponding angular holding element is also provided on the further bolt 6 in the corner area, which grips around a filling element 7 with a leg 12 on the further bolt 6 and a vertical leg 13 .
  • a first panel 7 and another panel 7' are mounted at the corner portion.
  • the further filling element 7' is designed as stepped glass and has an outer glass pane 70 which protrudes at the edge ( figure 3 ) and thus also the vertical legs 13 of the two holding elements 11 are covered.
  • outer pressure strips 15 are also provided, which clamp the filling elements 7 and 7′ on the bolt 3 and the further bolt 6 by means of sealing elements.
  • the pressure strips 15 can extend into the corner area and can be fixed by fastening means, in particular to protruding bolts of the holding elements 11 .
  • the filling elements 7, 7 ' are attached to each other in the vertical and / or horizontal edge region with appropriate sealants and adhesives, so that z. B. a structural glazing or all-glass facade is created.
  • FIG. 7A and 7B 1 a first arrangement of a corner portion of the mullion and transom construction provided on a lower floor 4 and an upper floor 5.
  • FIG. The floor slabs 4 and 5 are supported by building posts 25, with the floor slabs 4 and 5 extending into the corner area of the facade construction, so that in the area of the floor slabs 4 and 5 there is no vertical passage.
  • the bars 3 can thus also be fixed to the floor slabs 4 and 5. Only bars 3 are provided in the area of floor slabs 4 and 5, so that the filling elements are designed floor-to-ceiling.
  • a bar 3 is also provided in a parapet area, for example at a height between 80 cm and 1.20 m, which forms a parapet bar and can optionally also absorb tensile loads or weight loads of a filling element.
  • FIGS 9A and 9B a facade construction is shown in which the floor slabs 4 and 5 have a recess 26 in a corner area, so that a vertical passage is formed between the individual floors. Otherwise the construction corresponds to figure 7 .
  • FIG 10 Another exemplary embodiment is shown, in which instead of the two building posts 25 for supporting the floor slabs 4 and 5, a building post 28 with a circular cross section is provided in the corner area.
  • the floor 5 is provided in the corner area with a recess 27 which forms a rounded corner of the floor, while the facade construction with the bars 3 and the other bars 6 extends at right angles.

Description

Die vorliegende Erfindung betrifft eine Pfosten-Riegel-Konstruktion, insbesondere für eine Fassade, nach dem Oberbegriff des Anspruches 1.The present invention relates to a mullion and transom construction, in particular for a facade, according to the preamble of claim 1.

Die DE 20 2013 105 586 U1 zeigt eine Fassadenkonstruktion, bei der an Pfosten und Riegeln plattenförmige Füllungselemente fixiert sind, die randseitig zwischen Dichtungen eingefasst sind. An der Außenseite sind Andruckleisten vorgesehen, die über Befestigungsmittel an den Pfosten und Riegeln fixiert sind. Zudem sind im Kreuzungsbereich zwischen Pfosten und Riegeln Glasträger vorgesehen, um die Gewichtslasten der Isolierglasscheiben zumindest teilweise aufnehmen zu können. Bei solchen Fassadenkonstruktionen besteht das Problem, dass in einem Eckbereich immer ein Pfosten vorgesehen ist, so dass das Sichtfeld unterteilt ist.The DE 20 2013 105 586 U1 shows a façade construction in which panel-shaped filling elements are fixed to mullions and transoms, which are bordered between seals at the edges. Pressure strips are provided on the outside, which are fixed to the mullions and transoms by means of fasteners. In addition, glass supports are provided in the crossing area between the mullions and transoms in order to be able to at least partially absorb the weight loads of the insulating glass panes. The problem with such façade constructions is that a post is always provided in a corner area, so that the field of vision is subdivided.

Die JP H06 33535 A offenbart eine Strucutral Glazing Konstruktion und die DE 10 2015 100 524 A1 ein Pfosten-Riegel-Konstruktion, bei dem die Füllungselemente jeweils an zwei Pfosten und zwei Riegeln gehalten sind.The JP H06 33535 A discloses a structural glazing construction and the DE 10 2015 100 524 A1 a mullion and transom construction in which the filling elements are each held on two mullions and two transoms.

Die JP H11 22083 A offenbart eine Fassadenecke, bei der im Eckbereich statt eines Pfostenprofils eine Verbindungsstange vorgesehen ist.The JP H11 22083 A discloses a facade corner in which a connecting rod is provided in the corner area instead of a post profile.

Es ist daher Aufgabe der vorliegenden Erfindung, eine Pfosten-Riegel-Konstruktion bereitzustellen, die eine alternative Abstützung eines Füllungselementes ermöglicht, so dass insbesondere ein Eckbereich einer Pfosten-Riegel-Konstruktion optisch ansprechend gestaltet werden kann.It is therefore the object of the present invention to provide a mullion-transom construction that enables an alternative support for a filling element, so that in particular a corner area of a mullion-transom construction can be designed to be visually appealing.

Diese Aufgabe wird mit einer Pfosten-Riegel-Konstruktion mit den Merkmalen des Anspruches 1 gelöst.This object is achieved with a mullion and transom construction having the features of claim 1.

Erfindungsgemäß ist ein plattenförmiges Füllungselement zwischen einem oberen und einem unteren Riegel und neben einen Pfosten angeordnet, wobei das Füllungselement an dem unteren Riegel benachbart zu dem Pfosten an einem Auflager abgestützt ist. Die Kraftabtragung kann an dem Auflager über den Riegel und/oder den Pfosten erfolgen, es könnte daher auch die Kraft direkt in den Pfosten über das Auflager eingeleitet werden. Benachbart zu dem oberen Riegel an dem zum Auflager diagonal gegenüberliegenden Eckbereich ist das Füllungselement durch ein Halteelement gehalten. Dadurch kann auf ein weiteres Auflager am unteren Riegel verzichtet werden, so dass die Gewichtslasten des Füllungselementes im Wesentlichen durch das Auflager benachbart zu dem Pfosten und das Halteelement in dem diagonal gegenüberliegenden Eckbereich aufgenommen werden können. Dies ermöglicht den Einsatz sehr filigraner Bauteile auf der zum Pfosten gegenüberliegenden Seite, da dort im Wesentlichen nur eine Abdichtung bereitgestellt werden muss, aber keine höheren Gewichtslasten aufgenommen werden müssen. Insbesondere lässt sich damit auch eine sogenannte Ganzglasecke herstellen.According to the invention, a plate-shaped infill element is arranged between an upper and a lower bar and adjacent to a post, the infill element being supported on the lower bar adjacent to the post on a support. The force can be dissipated at the support via the bolt and/or the post, so the force could also be introduced directly into the post via the support. The filling element is held by a holding element adjacent to the upper bar at the corner region diagonally opposite to the support. As a result, a further support on the lower bar can be dispensed with, so that the weight loads of the filling element are essentially carried by the support adjacent to the post and the holding element can be accommodated in the diagonally opposite corner area. This enables the use of very filigree components on the side opposite the post, since essentially only a seal has to be provided there, but no higher weight loads have to be absorbed. In particular, a so-called all-glass corner can also be produced in this way.

Vorzugsweise ist das Halteelement so angeordnet, dass es an einer vertikalen Kante das Füllungselement abstützt. Dabei kann das Halteelement das Füllungselement U-förmig umgreifen oder mit einem Schwert in eine Nut an dem Füllungselement eingreifen. Für das Abstützen des Füllungselementes kann das Halteelement klemmend oder auf andere Weise an dem Füllungselement festgelegt sein.The holding element is preferably arranged in such a way that it supports the filling element on a vertical edge. The holding element can encompass the filling element in a U-shape or can engage in a groove on the filling element with a blade. To support the filling element, the retaining element can be clamped or fixed to the filling element in some other way.

Vorzugsweise sind die beiden Riegel auf der vom Pfosten abgewandten Seite mit weiteren Riegeln verbunden, die winklig zu den Riegeln ausgerichtet sind. Die Riegel können mit den weiteren Riegeln in einem Winkel zwischen 30° bis 150°, insbesondere 60° bis 120°, vorzugsweise rechtwinklig, verbunden sein. In diesem Eckbereich, in dem die Riegel winklig zueinander angeordnet sind, kann auf den Einsatz eines Pfostens verzichtet werden, da die Gewichtskräfte durch das Füllungselement über das Halteelement und das untere Auflager getragen werden.The two bars are preferably connected to further bars on the side facing away from the post, which are aligned at an angle to the bars. The bars can be connected to the other bars at an angle of between 30° and 150°, in particular 60° and 120°, preferably at right angles. In this corner area, in which the bars are arranged at an angle to one another, the use of a post can be dispensed with, since the weight forces are carried by the filling element via the retaining element and the lower support.

Das Halteelement kann beispielsweise als Winkel ausgebildet sein, der an einem Riegel fixiert ist. Dadurch können die Kräfte über das Halteelement über den Riegel abgetragen werden. Erfindungsgemäß ist das Halteelement auf einer Seite am Füllungselement und auf der gegenüberliegenden Seite am Pfosten festgelegt. Das Halteelement umfasst ein Zugelement, welches ein Seil, Band, Zugstab, Profil, Riegel oder Stange ist um entsprechende Zugkräfte aufnehmen zu können.The holding element can be designed, for example, as an angle that is fixed to a bolt. As a result, the forces can be dissipated via the holding element via the bolt. According to the invention, the holding element is fixed on one side to the filling element and on the opposite side to the post. The holding element comprises a tension element, which is a rope, belt, tension rod, profile, bar or rod in order to be able to absorb the corresponding tensile forces.

Das Füllungselement ist vorzugsweise als Isolierglasscheibe ausgebildet, die an beiden Riegeln und dem Pfosten abgedichtet gehalten ist. An der vierten Seite, also der zu dem Pfosten gegenüberliegenden Seite, kann die Isolierglasscheibe mit einer weiteren Isolierglasscheibe verbunden sein. Die weitere Isolierglasscheibe kann vorzugsweise winklig zu der Isolierglasscheibe ausgerichtet sein, insbesondre rechtwinklig. Die beiden Isolierglasscheiben können dabei randseitig über Dichtmittel abgedichtet aneinander gehalten sein.The filling element is preferably designed as an insulating glass pane, which is kept sealed on both bars and the mullion. On the fourth side, ie the side opposite the post, the insulating glass pane can be connected to a further insulating glass pane. The further insulating glass pane can preferably be aligned at an angle to the insulating glass pane, in particular at right angles. The two insulating glass panes can be held sealed to one another at the edge by means of sealant.

Die Erfindung wird nachfolgend anhand eines Ausführungsbeispiels mit Bezug auf die beigefügten Zeichnungen näher erläutert. Es zeigen:

Figur 1
eine perspektivische schematische Ansicht einer erfindungsgemäßen Pfosten-Riegel-Konstruktion;
Figuren 2A und 2B
zwei schematische Ansichten für den Aufbau der Pfosten-Riegel-Konstruktion der Figur 1;
Figur 3
eine Detailansicht der Riegel der Pfosten-Riegel-Konstruktion der Figur 1;
Figuren 4 bis 6
mehrere Ansichten des Eckbereichs der Pfosten-Riegel-Konstruktion bei der Montage;
Figuren 7A und 7B
eine erste Anordnung der Fassadenkonstruktion an einem Gebäude;
Figuren 8A und 8B
eine zweite Anordnung der Fassadenkonstruktion an einem Gebäude;
Figuren 9A und 9B
zwei Ansichten einer dritten Anordnung einer Fassadenkonstruktion an einem Gebäude, und
Figur 10
eine Ansicht einer vierten Anordnung einer Fassadenkonstruktion an einem Gebäude.
The invention is explained in more detail below using an exemplary embodiment with reference to the accompanying drawings. Show it:
figure 1
a perspective schematic view of a mullion and transom construction according to the invention;
Figures 2A and 2B
two schematic views of the construction of the mullion and transom construction figure 1 ;
figure 3
a detailed view of the transom of the mullion-transom construction figure 1 ;
Figures 4 to 6
several views of the corner area of the mullion-transom construction during assembly;
Figures 7A and 7B
a first arrangement of the facade structure on a building;
Figures 8A and 8B
a second arrangement of the facade structure on a building;
Figures 9A and 9B
two views of a third arrangement of a facade construction on a building, and
figure 10
a view of a fourth arrangement of a facade construction on a building.

Eine Pfosten-Riegel-Konstruktion 1 umfasst vertikale Pfosten 2, an denen mehrere horizontale Riegel 3 fixiert sind. Die Riegel 3 können im Bereich einer unteren Geschossdecke 4 und einer oberen Geschossdecke 5 vorgesehen sein, wobei zusätzlich optional auch Riegel 3 in einem Brüstungsbereich angeordnet sind. Die Fassadenkonstruktion umfasst einen Eckbereich, in dem kein Pfosten 2 vorgesehen ist. Es sind lediglich zwei Pfosten 2 beabstandet von dem Eckbereich vorgesehen, wobei in dem Eckbereich jeweils ein Riegel 3 mit einem weiteren winklig dazu angeordneten Riegel 6 verbunden ist. Der Riegel 3 und der weitere Riegel 6 können rechtwinklig ausgerichtet sein und im Gehrungsbereich über einen Eckverbinder miteinander verbunden sein.A post and beam construction 1 comprises vertical posts 2 to which several horizontal bars 3 are fixed. The bolts 3 can be provided in the area of a lower floor 4 and an upper floor 5, with the additional option of locking bars 3 being arranged in a parapet area. The facade construction includes a corner area in which no post 2 is provided. Only two posts 2 are provided at a distance from the corner area, with one bar 3 being connected in the corner area to a further bar 6 arranged at an angle thereto. The bolt 3 and the other bolt 6 can be aligned at right angles and be connected to one another in the miter area via a corner connector.

In den Figuren 2A und 2B ist der Aufbau der Pfosten-Riegel-Konstruktion der Figur 1 mit einem Füllungselement 7 gezeigt, insbesondere einer Isolierglasscheibe. Das Füllungselement 7 ist von den beiden Riegeln 3 und dem Pfosten 2 umgeben und kann dort über Dichtleisten klemmend fixiert sein. Zur Aufnahme der Gewichtslasten ist ein schematisch dargestelltes Auflager 17 vorgesehen, das benachbart zu dem Pfosten 2 an dem Riegel 3 vorgesehen ist und beispielsweise so ausgebildet sein kann, wie dies in der DE 20 2013 105 586 U1 in den Figuren 10 bis 13 gezeigt ist. Auf der von dem Pfosten 2 abgewandten Seite ist an dem unteren Riegel 3 allerdings kein Auflager vorgesehen, da der Riegel 3 in diesem Bereich nicht an einem Pfosten 2 abgestützt ist. Um die Gewichtslasten des Füllungselementes 7 aufzunehmen, ist ein Halteelement 8 vorgesehen, das das Füllungselement 7 in dem oberen Eckbereich, der diagonal zu dem Auflager 17 gegenüber liegt, abstützt. Das Halteelement 8 ist hierfür mit einem Halter 9 versehen, der an einer vertikalen Kante des Füllungselementes 7 anliegt, beispielsweise das Füllungselement 7 U-förmig umgreift oder anderweitig dort fixiert ist, und über Befestigungsmittel 10 am Pfosten 2 fixiert ist. Das Halteelement 8 umfasst dabei ein Seil, Zugstab, Band, Profil oder eine Stange, um die Gewichtslasten des Füllungselementes 7 aufnehmen zu können, die ansonsten ein Verschwenken des Füllungselementes 7 um das Auflager 17 bewirken würden. Durch das Halteelement 8 und das Auflager 17 können die wesentlichen Zugkräfte durch Gewichtslasten aufgenommen werden, ohne dass die Riegel 3 auf der vom Pfosten 2 abgewandten Seite übermäßig belastet werden.In the Figures 2A and 2B is the structure of the mullion and transom construction figure 1 shown with a filling element 7, in particular an insulating glass pane. The filling element 7 is surrounded by the two bars 3 and the post 2 and can be fixed there by clamping via sealing strips. To accommodate the weight loads, a schematically illustrated support 17 is provided, which is provided adjacent to the post 2 on the bolt 3 and can be designed, for example, as shown in FIG DE 20 2013 105 586 U1 in the figures 10 to 13 is shown. However, no support is provided on the lower bar 3 on the side facing away from the post 2 since the bar 3 is not supported on a post 2 in this area. In order to absorb the weight loads of the filling element 7, a holding element 8 is provided, which supports the filling element 7 in the upper corner area, which is diagonally opposite to the support 17. For this purpose, the holding element 8 is provided with a holder 9 which bears against a vertical edge of the filling element 7 , for example surrounds the filling element 7 in a U-shape or is fixed there in some other way, and is fixed to the post 2 by means of fastening means 10 . The holding element 8 comprises a rope, pull rod, band, profile or a rod in order to be able to absorb the weight loads of the filling element 7 which would otherwise cause the filling element 7 to pivot about the support 17 . The holding element 8 and the support 17 allow the essential tensile forces to be absorbed by weight loads without the bolt 3 being excessively loaded on the side facing away from the post 2 .

Figur 2 zeigt des Weiteren die Möglichkeit, das Zugelement als Seil direkt in den randseitigen Zwischenraum zwischen zwei Glasscheiben oder in eine Verklebung des Scheibenzwischenraumes einzulegen. Hierdurch wird die Konstruktion filigraner - auch in horizontaler Ausrichtung - was speziell im Eckbereich und bei Ganzglasfassaden gewünscht wird. figure 2 also shows the possibility of inserting the tension element as a rope directly into the edge-side space between two panes of glass or into a bonded space between the panes. This makes the construction more filigree - also in the horizontal direction - which is particularly desirable in corner areas and with all-glass facades.

In Figur 3 ist ein Eckbereich des Riegels 3 in einer Draufsicht dargestellt. Der Riegel 3 ist an einem Pfosten 2 festgelegt, der an einer äußeren Seite zwei Nuten 20 zur Aufnahme von Dichtleisten aufweist, und eine mittige Nut 21, an der Befestigungsmittel 22 zur Fixierung einer äußeren Andruckleiste vorgesehen sind. Auch die Riegel 3 weisen entsprechende äußere Nuten für Dichtleisten auf, und die Pfosten 2 und Riegel 3 können wie bei der DE 20 2013 105 586 U1 ausgebildet sein. In dem Eckbereich ist allerdings kein Pfosten 2 vorgesehen, so dass das Sichtfeld des Betrachters im Raum nur geringfügig eingeschränkt ist. In dem Eckbereich trifft eine Isolierglasscheibe als Füllungselement 7 auf eine weitere Isolierglasscheibe als Füllungselement 7', die rechtwinklig zu dem Füllungselement 7 ausgerichtet ist. Das Füllungselement 7 ist dabei plattenförmig ausgebildet und umfasst gerade Stirnkanten. Das weitere Füllungselement 7' ist ebenfalls plattenförmig ausgebildet und umfasst eine äußere Glasscheibe 70, die an der äußeren Seite randseitig hervorsteht, so dass der Rand winkelförmig ausgebildet ist. Durch diese winkelförmige Ausbildung wird ein Spalt 72 zwischen der hervorstehenden Glasscheibe 70 und einer Stirnseite des Füllungselements 7 vorgesehen, sowie ein Spalt 73 an der Innenseite des Füllungselements 7 und der Stirnseite des weiteren Füllungselements 7'. In diese L-förmig angeordneten Spalte 72 und 73 kann eine Abdichtung über Dichtmittel, Silikon oder andere Bauteile erfolgen, wobei die Breite der Spalte 72 und 73 beispielsweise in einem Bereich zwischen 4 mm bis 30 mm, insbesondere 8 mm bis 15 mm, liegen kann. Dadurch ist die Beeinträchtigung des Sichtfeldes durch die kleinen Spalte 72 und 73 minimal beschränkt.In figure 3 a corner area of the bolt 3 is shown in a plan view. The bolt 3 is fixed to a post 2, which has two grooves 20 on an outer side for receiving sealing strips, and a central groove 21 on which fastening means 22 are provided for fixing an outer pressure strip. The bolt 3 have corresponding outer grooves for sealing strips, and the post 2 and bolt 3 can as in the DE 20 2013 105 586 U1 be trained. However, no post 2 is provided in the corner area, so that the viewer's field of vision in the room is only slightly restricted is. In the corner area, an insulating glass pane meets as a filling element 7 onto a further insulating glass pane as a filling element 7 ′, which is aligned at right angles to the filling element 7 . The filling element 7 is plate-shaped and includes straight front edges. The further filling element 7' is likewise designed in the form of a plate and comprises an outer glass pane 70 which protrudes at the edge on the outer side, so that the edge is designed in the shape of an angle. This angular configuration provides a gap 72 between the protruding glass pane 70 and an end face of the filling element 7, and a gap 73 on the inside of the filling element 7 and the end face of the further filling element 7'. These L-shaped gaps 72 and 73 can be sealed using sealants, silicone or other components, with the width of the gaps 72 and 73 being in a range between 4 mm and 30 mm, in particular 8 mm and 15 mm . This minimizes the interference with the field of view through the small gaps 72 and 73.

In Figur 4 ist ein Eckbereich des Riegels 3 gezeigt, der auf der vom Pfosten 2 abgewandten Seite auf Gehrung geschnitten ist. Der Riegel 3 ist als Hohlprofil ausgebildet, wie dies in Figur 3 dargestellt ist, und in einer Hohlkammer des Riegels 3 ist ein Eckverbinder 30 eingefügt. Der Eckverbinder 30 umfasst einen von dem Riegel 3 hervorstehenden Abschnitt, der in einen weiteren Riegel 6 eingefügt wird, der dieselbe Querschnittsgeometrie wie der Riegel 3 aufweist und winklig hierzu angeordnet ist, wie dies in Figur 5 gezeigt ist. Der Riegel 3 und der weitere Riegel 6 sind somit über den Eckverbinder 30 aneinander fixiert.In figure 4 a corner area of the bolt 3 is shown, which is mitred on the side facing away from the post 2 . The bolt 3 is designed as a hollow profile, as shown in figure 3 is shown, and in a hollow chamber of the bolt 3, a corner connector 30 is inserted. The corner connector 30 comprises a section protruding from the bar 3, which is inserted into a further bar 6, which has the same cross-sectional geometry as the bar 3 and is arranged at an angle thereto, as is shown in FIG figure 5 is shown. The bolt 3 and the further bolt 6 are thus fixed to one another via the corner connector 30 .

In Figur 5 ist eine nicht erfindungsgemäße Ausbildung eines Halteelementes 11 gezeigt, das als Winkel hergestellt ist. Das Halteelement 11 umfasst einen ersten Schenkel 12, der endseitig an dem Riegel 3 fixiert ist, beispielsweise in eine mittlere Nut an dem Riegel 3 eingeschraubt oder klemmend fixiert ist. Das Halteelement 11 umfasst einen von dem ersten Schenkel 12 winklig hervorstehenden zweiten Schenkel 13, der eine vertikale Stirnkante im oberen Eckbereich des Füllungselementes 7 umgreift. Das Füllungselement 7 kann somit an dem vertikalen Schenkel 13 abgestützt sein, insbesondere auch über die Zwischenschaltung von Abstandshaltern aus einem Kunststoff oder weicheren Material, um eine Beschädigung der Isolierglasscheiben zu vermeiden. An dem Eckbereich ist auch an dem weiteren Riegel 6 ein entsprechendes winkelförmiges Halteelement vorgesehen, das mit einem Schenkel 12 an dem weiteren Riegel 6 und einem vertikalen Schenkel 13 ein Füllungselement 7 umgreift.In figure 5 a non-inventive embodiment of a holding element 11 is shown, which is made as an angle. The holding element 11 comprises a first leg 12 which is fixed at the end to the bolt 3, for example screwed into a central groove on the bolt 3 or is fixed in a clamping manner. The holding element 11 comprises a second leg 13 which protrudes at an angle from the first leg 12 and which encompasses a vertical end edge in the upper corner region of the filling element 7 . The filling element 7 can thus be supported on the vertical leg 13, in particular via the interposition of spacers made of a plastic or softer material, in order to avoid damage to the insulating glass panes. A corresponding angular holding element is also provided on the further bolt 6 in the corner area, which grips around a filling element 7 with a leg 12 on the further bolt 6 and a vertical leg 13 .

Durch eine so ausgebildete Ecklösung ist eine selbstragende Ecklösung ohne Zugelemente 8 realisierbar.With a corner solution designed in this way, a self-supporting corner solution without tension elements 8 can be implemented.

In Figur 6 ist ein erstes Füllungselement 7 und ein weiteres Füllungselement 7' an dem Eckbereich montiert. Das nicht erfindungsgemäße Halteelement 11 umgreift eine vertikale Stirnkante des Füllungselementes 7, während ein zweites nicht erfindungsgemäßes Halteelement 11 eine vertikale Haltekante des weiteren Füllungselementes 7' übergreift. Das weitere Füllungselement 7' ist als Stufenglas ausgebildet und weist eine äußere Glasscheibe 70 auf, die randseitig hervorsteht (Figur 3) und somit auch die vertikalen Schenkel 13 der beiden Halteelement 11 überdeckt. Um die Füllungselemente 7 und 7' an dem Riegel und dem weiteren Riegel 6 zu fixieren, sind zudem äußere Andruckleisten 15 vorgesehen, die über Dichtelemente die Füllungselemente 7 bzw. 7' klemmend an dem Riegel 3 und dem weiteren Riegel 6 fixieren. Die Andruckleisten 15 können sich bis in den Eckbereich erstrecken und über Befestigungsmittel, insbesondere an hervorstehenden Bolzen der Halteelemente 11 fixiert sein. Alternativ können die Füllungselemente 7, 7' im vertikalen und/oder horizontalen Randbereich mit entsprechenden Dicht- und Klebemitteln mit einander befestigt werden, so dass z. B. eine structural Glazing oder Ganzglasfassade entsteht.In figure 6 a first panel 7 and another panel 7' are mounted at the corner portion. The holding element 11, which is not according to the invention, engages around a vertical end edge of the filling element 7, while a second holding element 11, which is not according to the invention, engages over a vertical holding edge of the further filling element 7'. The further filling element 7' is designed as stepped glass and has an outer glass pane 70 which protrudes at the edge ( figure 3 ) and thus also the vertical legs 13 of the two holding elements 11 are covered. In order to fix the filling elements 7 and 7′ on the bolt and the further bolt 6, outer pressure strips 15 are also provided, which clamp the filling elements 7 and 7′ on the bolt 3 and the further bolt 6 by means of sealing elements. The pressure strips 15 can extend into the corner area and can be fixed by fastening means, in particular to protruding bolts of the holding elements 11 . Alternatively, the filling elements 7, 7 'are attached to each other in the vertical and / or horizontal edge region with appropriate sealants and adhesives, so that z. B. a structural glazing or all-glass facade is created.

In den Figuren 7A und 7B ist eine erste Anordnung eines Eckbereiches der Pfosten-Riegel-Konstruktion gezeigt, die an einer unteren Geschossdecke 4 und einer oberen Geschossdecke 5 vorgesehen ist. Die Geschossdecken 4 und 5 sind über Gebäudepfosten 25 abgestützt, wobei die Geschossdecken 4 und 5 sich bis in den Eckbereich der Fassadenkonstruktion erstrecken, so dass im Bereich der Geschossdecken 4 und 5 kein vertikaler Durchgang vorgesehen ist. Die Riegel 3 können dadurch auch an den Geschossdecken 4 und 5 festgelegt sein. Es sind nur Riegel 3 im Bereich der Geschossdecken 4 und 5 vorgesehen, so dass die Füllungselemente geschosshoch ausgebildet sind.In the Figures 7A and 7B 1 is shown a first arrangement of a corner portion of the mullion and transom construction provided on a lower floor 4 and an upper floor 5. FIG. The floor slabs 4 and 5 are supported by building posts 25, with the floor slabs 4 and 5 extending into the corner area of the facade construction, so that in the area of the floor slabs 4 and 5 there is no vertical passage. The bars 3 can thus also be fixed to the floor slabs 4 and 5. Only bars 3 are provided in the area of floor slabs 4 and 5, so that the filling elements are designed floor-to-ceiling.

In den Figuren 8A und 8B ist die Pfosten-Riegel-Konstruktion ähnlich wie bei Figur 7 ausgebildet, allerdings ist zusätzlich in einem Brüstungsbereich, beispielsweise in einer Höhe zwischen 80 cm und 1,20 m, ein Riegel 3 vorgesehen, der einen Brüstungsriegel ausbildet und optional auch Zuglasten oder Gewichtslasten eines Füllungselementes aufnehmen kann.In the Figures 8A and 8B the post and beam construction is similar to that of figure 7 formed, however, a bar 3 is also provided in a parapet area, for example at a height between 80 cm and 1.20 m, which forms a parapet bar and can optionally also absorb tensile loads or weight loads of a filling element.

In den Figuren 9A und 9B ist eine Fassadenkonstruktion gezeigt, bei der die Geschossdecken 4 und 5 in einem Eckbereich eine Aussparung 26 aufweisen, so dass ein vertikaler Durchgang zwischen den einzelnen Geschossen gebildet ist. Ansonsten entspricht die Konstruktion der Figur 7.In the Figures 9A and 9B a facade construction is shown in which the floor slabs 4 and 5 have a recess 26 in a corner area, so that a vertical passage is formed between the individual floors. Otherwise the construction corresponds to figure 7 .

In Figur 10 ist ein weiteres Ausführungsbeispiel gezeigt, bei dem statt der zwei Gebäudepfosten 25 zum Abstützen der Geschossdecken 4 und 5 ein im Querschnitt kreisrunder Gebäudepfosten 28 im Eckbereich vorgesehen ist. Die Geschossdecke 5 ist im Eckbereich mit einer Aussparung 27 versehen, die eine abgerundete Ecke der Geschossdecke bildet, während die Fassadenkonstruktion mit den Riegeln 3 und den weiteren Riegeln 6 sich rechtwinklig erstreckt.In figure 10 Another exemplary embodiment is shown, in which instead of the two building posts 25 for supporting the floor slabs 4 and 5, a building post 28 with a circular cross section is provided in the corner area. The floor 5 is provided in the corner area with a recess 27 which forms a rounded corner of the floor, while the facade construction with the bars 3 and the other bars 6 extends at right angles.

Die Ausführungsbeispiele der Figuren 7 bis 10 zeigen nur beispielhaft Einbausituationen, die auch beliebig miteinander kombinier oder variiert werden können.The exemplary embodiments Figures 7 to 10 only show examples of installation situations that can also be combined or varied as desired.

Bezugszeichenlistereference list

11
Pfosten-Riegel-KonstruktionPost and beam construction
22
Pfostenpost
33
Riegelbars
44
Geschossdeckefloor
55
Geschossdeckefloor
66
Riegelbars
7, 7'7, 7'
Füllungselementfilling element
88th
Zugelementtension element
99
Halterholder
1010
Befestigungsmittelfasteners
1111
Halteelementholding element
1212
Schenkelleg
1313
Schenkelleg
1515
Andruckleistepressure bar
1717
AuflagerIn stock
2020
Nutgroove
2121
Nutgroove
2222
Befestigungsmittelfasteners
2525
Gebäudepfostenbuilding post
2626
Aussparungrecess
2727
Aussparungrecess
2828
Gebäudepfostenbuilding post
3030
Eckverbindercorner connector
7070
Glasscheibeglass pane
7272
Spaltgap
7373
Spaltgap

Claims (9)

  1. Mullion-transom construction (1), in particular for a facade, having a mullion (2) on which at least two vertically spaced transoms (3) are provided which project from the mullion (2), wherein a plate-shaped filling element (7) for producing an all-glass corner is arranged between the transoms (3), which is supported on the lower transom (3) adjacent to the mullion (2) at a support (17), wherein the filling element (7) is held adjacent to the upper transom (3) at the corner region diagonally opposite to the support (17) by a retaining element (8) so that the weight loads of the filling element (7) are substantially absorbed by the support (17) adjacent to the mullion (2) and the retaining element (8) in the diagonally opposite corner region, characterized in that the retaining element (8) is designed as a tension element and is fixed on one side to the filling element (7) and on the opposite side to the mullion (2), and the retaining element (8) comprises a tension element which is a cable, tension rod, band, transom profile or rod.
  2. Mullion-transom construction according to claim 1, characterized in that the retaining element (8) supports a vertical edge of the filling element (7).
  3. Mullion-transom construction according to claim 1 or 2, characterized in that at least one transom (3) on the side facing away from the mullion (2) is connected to a further transom (6) which is aligned at an angle to the transom (3).
  4. Mullion-transom construction according to claim 3, characterized in that a transom (3) is connected to a further transom (6) at an angle of between 30° to 150°, in particular 60° to 120°.
  5. Mullion-transom construction according to one of the preceding claims, characterized in that the filling element (7) is designed as an insulating glass pane which is held in a sealed manner by the two transoms (3) and the mullion (2).
  6. Mullion-transom construction according to claim 5, characterized in that the insulating glass pane is connected to a further insulating glass pane (7') on the side facing away from the mullion (2).
  7. Mullion-transom construction according to claim 6, characterized in that the further insulating glass pane (7') is oriented at an angle to the insulating glass pane (7), preferably at a right angle.
  8. Mullion-and-transom construction according to claim 6 or 7, characterized in that the two insulating glass panes are held against each other on the edge side in a sealed manner via sealing means.
  9. Mullion-transom construction according to one of the preceding claims, characterized in that a corner connector (30) is inserted into the transom (3) and the further transom (6).
EP17200101.8A 2016-11-16 2017-11-06 Post and crossmember structure Active EP3323954B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102016121998.3A DE102016121998A1 (en) 2016-11-16 2016-11-16 Post and beam construction

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EP3323954A1 EP3323954A1 (en) 2018-05-23
EP3323954B1 true EP3323954B1 (en) 2023-04-26

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DE (1) DE102016121998A1 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633535A (en) * 1992-07-13 1994-02-08 Shin Nikkei Co Ltd Structure of surface material stopper and support in common for coping with inter-layer displacement in ssg curtain wall
JP3282990B2 (en) * 1997-07-01 2002-05-20 ワイケイケイアーキテクチュラルプロダクツ株式会社 curtain wall
DE202013105586U1 (en) 2013-12-09 2015-03-10 SCHÜCO International KG facade construction
DE102015100524A1 (en) * 2015-01-14 2016-07-14 SCHÜCO International KG Post and beam construction

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EP3323954A1 (en) 2018-05-23

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