EP3323954B1 - Construction à poteaux-traverses - Google Patents

Construction à poteaux-traverses 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
Authority
EP
European Patent Office
Prior art keywords
mullion
transom
filling element
construction according
insulating glass
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.)
Active
Application number
EP17200101.8A
Other languages
German (de)
English (en)
Other versions
EP3323954A1 (fr
Inventor
Jochen Hübner
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.)
Schueco International KG
Original Assignee
Schueco International KG
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 Schueco International KG filed Critical Schueco International KG
Publication of EP3323954A1 publication Critical patent/EP3323954A1/fr
Application granted granted Critical
Publication of EP3323954B1 publication Critical patent/EP3323954B1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/96—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.

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

Claims (9)

  1. Construction de poteau et de barreaux (1), en particulier pour une façade, avec un poteau (2) sur lequel sont prévus au moins deux barreaux (3) écartés l'un de l'autre dans le sens vertical qui dépassent du poteau (2), dans laquelle un élément de remplissage (7) en forme de panneau est disposé entre les barreaux (3) pour fabriquer un plafond entièrement vitré et est soutenu par un appui (17) sur le barreau (3) inférieur au voisinage du poteau (2), l'élément de remplissage (7) étant retenu par un élément de maintien (8, ) au voisinage du barreau (3) supérieur dans un angle diagonalement opposé à l'appui (17), de telle manière que le poids de l'élément de remplissage (7) soit supporté pour l'essentiel par l'appui (17) au voisinage du poteau (2) et l'élément de maintien (8, ) dans l'angle diagonalement opposé, caractérisée en ce que l'élément de maintien (8) est conformé comme un élément de traction et est fixé d'un côté sur l'élément de remplissage (7) et du côté opposé sur le poteau (2) et l'élément de maintien (8) comprend un élément de traction qui est un câble, une barre de traction, un bandeau, un profilé de barreau ou une tringle.
  2. Construction de poteau et de barreaux selon la revendication 1, caractérisée en ce que l'élément de maintien (8, ) soutient une arête verticale de l'élément de remplissage (7).
  3. Construction de poteau et de barreaux selon la revendication 1 ou 2, caractérisée en ce qu'au moins un barreau (3) est relié sur le côté opposé au poteau (2) à un autre barreau (6) formant un angle avec le barreau (3).
  4. Construction de poteau et de barreaux selon la revendication 3, caractérisée en ce qu'un barreau (3) est relié à un autre barreau (6) sous un angle compris entre 30° et 150°, en particulier entre 60° et 120°.
  5. Construction de poteau et de barreaux selon l'une des revendications précédentes, caractérisée en ce que l'élément de remplissage (7) est conformé comme un panneau de verre isolant qui est retenu de façon étanche par les deux barreaux (3) et le poteau (2).
  6. Construction de poteau et de barreaux selon la revendication 5, caractérisée en ce que le panneau de verre isolant est relié à un autre panneau de verre isolant (7') sur le côté opposé au poteau (2).
  7. Construction de poteau et de barreaux selon la revendication 6, caractérisée en ce que l'autre panneau de verre isolant (7') forme un angle, de préférence un angle droit, avec le panneau de verre isolant (7).
  8. Construction de poteau et de barreaux selon la revendication 6 ou 7, caractérisée en ce que les deux panneaux de verre isolant sont retenus sur leur bord de façon étanche par l'intermédiaire de moyens d'étanchéité.
  9. Construction de poteau et de barreaux selon l'une des revendications précédentes, caractérisée en ce qu'une équerre d'assemblage (30) est insérée dans le barreau (3) et l'autre barreau (6).
EP17200101.8A 2016-11-16 2017-11-06 Construction à poteaux-traverses Active EP3323954B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102016121998.3A DE102016121998A1 (de) 2016-11-16 2016-11-16 Pfosten-Riegel-Konstruktion

Publications (2)

Publication Number Publication Date
EP3323954A1 EP3323954A1 (fr) 2018-05-23
EP3323954B1 true EP3323954B1 (fr) 2023-04-26

Family

ID=60268266

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17200101.8A Active EP3323954B1 (fr) 2016-11-16 2017-11-06 Construction à poteaux-traverses

Country Status (2)

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EP (1) EP3323954B1 (fr)
DE (1) DE102016121998A1 (fr)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633535A (ja) * 1992-07-13 1994-02-08 Shin Nikkei Co Ltd Ｓｓｇカーテンウォールにおける層間変位対応型面材外れ止め兼受支構造
JP3282990B2 (ja) * 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 カーテンウォール
DE202013105586U1 (de) 2013-12-09 2015-03-10 SCHÜCO International KG Fassadenkonstruktion
DE102015100524A1 (de) * 2015-01-14 2016-07-14 SCHÜCO International KG Pfosten-Riegel-Konstruktion

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Publication number Publication date
EP3323954A1 (fr) 2018-05-23
DE102016121998A1 (de) 2018-05-17

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