EP3327215B1 - Façade à poteau-traverse - Google Patents

Façade à poteau-traverse Download PDF

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Publication number
EP3327215B1
EP3327215B1 EP17197366.2A EP17197366A EP3327215B1 EP 3327215 B1 EP3327215 B1 EP 3327215B1 EP 17197366 A EP17197366 A EP 17197366A EP 3327215 B1 EP3327215 B1 EP 3327215B1
Authority
EP
European Patent Office
Prior art keywords
mullion
screw channel
transom
bolt
screw
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
EP17197366.2A
Other languages
German (de)
English (en)
Other versions
EP3327215A1 (fr
Inventor
Hermann Frank
Wolfgang Meister
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.)
Eduard Hueck GmbH and Co KG
Original Assignee
Eduard Hueck GmbH and Co 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 Eduard Hueck GmbH and Co KG filed Critical Eduard Hueck GmbH and Co KG
Publication of EP3327215A1 publication Critical patent/EP3327215A1/fr
Application granted granted Critical
Publication of EP3327215B1 publication Critical patent/EP3327215B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B2/967—Details of the cross-section of the mullions or transoms

Definitions

  • the present invention relates to a mullion-transom facade according to the preamble of claim 1.
  • supports are used for the surface elements in order to accommodate the bearing loads of the surface elements, which may be glass panes, for example, in the mullion and transom construction. It is customary to attach the beams to the horizontally arranged bars.
  • the EP 2 725 159 A1 discloses such a mullion and transom facade with the features of the preamble of claim 1.
  • a common carrier takes up about 500 kg of the weight of the surface element.
  • this object is achieved by a mullion-transom facade with the characterizing features of claim 1.
  • the protrusion represents an additional support, so that overall the girder can tend to bear larger loads.
  • the screw channel is attached to the at least one side wall or is formed from the at least one side wall, this side wall having a wall thickness of 1.8 to 6 mm, preferably 4 mm.
  • a wall thickness enables the absorption of high loads that can be introduced into the bolt by the surface element via the carrier.
  • the screw channel has a conical cross section. It has been found that a conical cross-section can also contribute to increasing the load-bearing capacity of the mullion-transom facade, in particular the screw channel is statically reinforced for vertical loads.
  • the carrier is fastened to the screw channel with at least one screw, preferably several screws. It has been found that several screw connections can also contribute to increasing the load-bearing capacity of the mullion-transom facade.
  • the carrier has a section which rests on the screw channel in the assembled state of the carrier. This measure can contribute to a further increase in the load-bearing capacity of the mullion-transom facade.
  • the carrier has a section which is arranged between a projection of the bolt and the screw channel, in particular a screw channel wall, preferably the first screw channel wall. This measure can contribute to a further increase in the load-bearing capacity of the mullion-transom facade.
  • the carrier is equipped with a screw channel for attaching a retaining strip by means of screws.
  • a retaining strip for further fixing the surface element can be attached directly to the carrier, in particular if the grid dimension of the screws happens to hit the carrier.
  • the retaining bar is usually pre-perforated with a grid dimension of approx. 250mm in order to fasten the retaining bar to the post or transom using the screws.
  • the mullion-transom facade is equipped with at least one T-connector, the T-connector being connected to the post by means of at least one screw and to the transom by means of at least one screw, wherein the T-connector has at least one bolt that engages a bore of the post.
  • This measure in particular the at least one bolt, can contribute to a further increase in the load-bearing capacity of the mullion-transom facade, in particular the at least one bolt can contribute to reducing the embedment stress in the mullion profile.
  • Preferably two bolts are used per T-connector.
  • the bolt consists of a high-strength material such as V2A steel. This measure can contribute to a further increase in the load-bearing capacity of the mullion-transom facade.
  • a mullion-transom facade according to the invention essentially comprises at least one post 1, at least one transom 2, at least one carrier 3 and at least one surface element 4, for example a glass pane.
  • the mullion-transom facade according to the invention comprises a plurality of the aforementioned components, which form a framework construction, which in turn is mounted as a facade in front of a house wall or the like.
  • the bolts 2 run horizontally in an assembled state, while the posts 1 run vertically.
  • the carriers 3 are usually attached to the bars and the surface elements 4 are attached in the infills that are being formed and stand there on the carriers 3.
  • the posts 1, as well as the bars 2 are generally elongated hollow profiles, preferably with a substantially rectangular cross-section.
  • the bolt 2 has at least one side wall, preferably a first side wall 21, a second side wall 22, a third side wall 23 and a fourth side wall 24.
  • first side wall 21 and the third side wall 23 run vertically and the second side wall 22 and the fourth side wall 24 run horizontally.
  • the first side wall 21 and the third side wall 23 should form the shorter sides and the second side wall 22 and the fourth side wall 24 should form the longer sides.
  • the preferred material for the posts 1 and 2 bars is aluminum. However, other materials, such as plastic or steel, are also conceivable.
  • the bolt 2 has a screw channel 25 for connecting the carrier 3.
  • the screw channel 25 usually runs in the longitudinal direction of the bolt 2 and, according to the invention, comprises a first screw channel wall 251 and a second screw channel wall 252, which form a groove 253 between them, into which screws 36 can be screwed.
  • the groove 253 is preferably provided with grooves in the longitudinal direction, so that the screws have a better hold here.
  • the screw channel 25 is preferably arranged on a side wall, in particular the first side wall 21, or is formed from a side wall, in particular the first side wall 21.
  • the carrier 3 is preferably designed as an elongated profile, but generally does not have the same length as the bolt 2 to which the carrier 3 adjoins. Rather, the carrier 3 is preferably arranged locally, so that several carriers 3, preferably two carriers 3, are attached to a bolt 2 in the longitudinal direction can.
  • the carrier 3 has a support 31 as a connection for the surface element 4.
  • the carrier 3 is preferably fastened to the bolt 2, in particular the screw channel 25, with at least one screw, preferably several screws.
  • the carrier 3 preferably has at least one bore 32 for the screw 36 or a similar fastening means to be inserted through.
  • the carrier preferably has more than one bore, in particular three bores, which can be used accordingly for inserting screws or for screwing the carrier 3 with a corresponding number of screws on the bolt, in particular the screw channel 25.
  • the carrier has a projection 33 which engages in the screw channel 25 when the carrier is in an assembled state.
  • the projection 33 represents an additional support, so that overall with the carrier 3, greater loads can tend to be absorbed.
  • That side wall of the bolt which carries or forms the screw channel, in particular the first side wall 21 of the bolt 2 has a wall thickness w of 1.8 to 6 mm, preferably 4 mm, in particular the bolt 2 all around, thus also the side walls 22, 23, 24 have a wall thickness w of 1.8 to 6 mm, preferably 4 mm.
  • Such a wall thickness enables the absorption of high loads which are introduced into the bolt 2 by the surface element 4 via the carrier 3.
  • the carrier 3 can also have a section 34 which, in the assembled state of the carrier, rests on the screw channel 25, preferably the first screw channel wall 251.
  • the carrier 3 can also have a section 35 which is arranged between a projection 26 of the bolt 2 and a screw channel wall, preferably the first screw channel wall 251.
  • the screw channel 25 can preferably have a conical configuration with regard to the configuration of its cross section.
  • the first screw channel wall 251 and / or the second screw channel wall 252 preferably have a slightly sloping outer contour in the direction of their free end.
  • the aforementioned measures can contribute individually or in combination to increasing the load-bearing capacity of the carrier 3 and ultimately the mullion-transom facade.
  • a T-connector 5 can be provided in the bolt 2.
  • a T-connector essentially comprises a cuboid base body 51.
  • the T-connector is equipped with at least one bore 52 for a screw 56 to pass through.
  • several bores 52 can be provided in order to be able to insert several screws 56 through the T-connector.
  • At least one threaded hole 53 is also provided.
  • several threaded bores 53 can be provided in order to be able to screw in several screws accordingly.
  • the bore (s) 52 and the threaded bore (s) 53 are aligned at right angles to one another.
  • the T-connector can also be equipped with at least one bolt 54, preferably made of a high-strength material, in particular V2A steel.
  • the least a bolt 54 is pressed into a bore 55. Before the bolt 54 is pressed in, this bore 55 can preferably be provided with cross-section-narrowing bulges which produce a slightly smaller cross-section than the cross-section of the bolt 54. In this way, a non-positive connection between the base body 51 and the bolt 54 can be established.
  • T-connector in particular with the aforementioned configurations, can also contribute to increasing the load-bearing capacity of the entire mullion-transom facade.
  • the vertical post 1 has at least one bore 11 at a suitable point, into which the at least one bolt 54 of a T-connector 5 can be inserted.
  • the T-connector 5 is inserted and screwed to the post 1 by means of at least one, preferably three, screws 56 inserted through the respective bores.
  • two T-connectors 5 are attached per bar and side, so that the bar can be plugged onto the protruding T-connector.
  • the bolt 2 is in turn equipped with at least one bore 27, preferably several bores, which correspond to the at least one threaded bore 53, preferably the threaded bores, of the T-connector 5.
  • the bolt 2 is fixed on the post 1.
  • the bolt or bolts dip into the holes 11 provided.
  • the bolt or bolts 54 contribute to the fact that large loads can be diverted from the bolt 2 into the post 1.
  • the area around the bore 11 for the bolt 54 is reinforced by at least one profile nose 12.
  • the carrier (s) 3 are positioned accordingly and at least one screw 36 or screws are inserted into the at least one bore 32 or the bores for the passage of screws and screwed into the screw channel 25 of the bolt 2.
  • the projection 33 engages in the screw channel 25 and, according to the invention, only rests on the second screw channel wall 252.
  • the carrier 3 can also be equipped with a screw channel 37 for connecting a retaining strip 6.
  • the retaining strip 6 can be fastened to the carrier 3 with appropriate screws 38.
  • the mullion and transom facade according to the invention can be equipped with seals 7.
  • the surface elements 4 are introduced into the compartments that are created and placed on the mounted carriers 3.
  • the surface elements 4 can be accommodated with a very high weight by a combination of the measures described above.

Landscapes

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

Claims (10)

  1. Façade à poteau et à traverse, comprenant au moins
    - un poteau (1),
    - une traverse (2) ayant au moins une paroi latérale (21),
    - un élément surfacique (4), et
    - un support (3) pour maintenir l'élément surfacique (4),
    dans laquelle
    la traverse (2) est pourvue d'un canal de vissage (25) pour la fixation du support (3),
    le canal de vissage (25) comprend une première paroi de canal de vissage (251) et une seconde paroi de canal de vissage (252) formant entre elles une rainure (253),
    le support (3) est pourvu d'au moins une saillie (33) qui s'engage dans le canal de vissage (25), dans un état assemblé du support (3), caractérisée en ce que
    la saillie (33) ne repose que sur la seconde paroi de canal de vissage (252).
  2. Façade à poteau et à traverse selon la revendication 1,
    caractérisée en ce que
    le canal de vissage (25) est monté sur ladite au moins une paroi latérale (21) ou est formé à partir de ladite au moins une paroi latérale (21), ladite paroi latérale (21) ayant une épaisseur de paroi (w) de 1,8 à 6 mm, de préférence de 4 mm.
  3. Façade à poteau et à traverse selon l'une au moins des revendications précédentes,
    caractérisée en ce que
    le canal de vissage (25), en particulier les parois (251, 252) du canal de vissage (25), présentent une section transversale conique.
  4. Façade à poteau et à traverse selon l'une au moins des revendications précédentes,
    caractérisée en ce que
    le support (3) est fixé au canal de vissage (25) par au moins une vis (36), de préférence par plusieurs vis.
  5. Façade à poteau et à traverse selon l'une au moins des revendications précédentes,
    caractérisée en ce que
    le support (3) présente une portion (34) qui repose sur le canal de vissage (25), à l'état assemblé du support (3).
  6. Façade à poteau et à traverse selon l'une au moins des revendications précédentes,
    caractérisée en ce que
    le support (3) comprend une portion (35) disposée entre une saillie (26) de la traverse (2) et le canal de vissage (25).
  7. Façade à poteau et à traverse selon l'une au moins des revendications précédentes,
    caractérisée en ce que
    le support (3) est pourvu d'au moins un canal de vissage (37) pour le montage d'une barrette de retenue (6) au moyen de vis (38).
  8. Façade à poteau et à traverse selon l'une au moins des revendications précédentes,
    caractérisée en ce que
    la façade à poteau et à traverse est pourvue d'au moins un connecteur en T (5), le connecteur en T étant relié au poteau (1) par au moins une vis (56) et à la traverse (2) par au moins une vis (57), le connecteur en T (5) comportant au moins un goujon (54) s'engageant dans un alésage (11) du poteau (1).
  9. Façade à poteau et à traverse selon la revendication 8,
    caractérisée en ce que
    le goujon (54) est réalisé en un matériau à haute résistance, en particulier en acier V2A.
  10. Façade à poteau et à traverse selon la revendication 8 ou 9,
    caractérisée en ce que
    la zone autour de l'alésage (11) pour le goujon (54) est renforcée par au moins une patte profilée (12).
EP17197366.2A 2016-11-24 2017-10-19 Façade à poteau-traverse Active EP3327215B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102016122687.4A DE102016122687A1 (de) 2016-11-24 2016-11-24 Pfosten-Riegel-Fassade

Publications (2)

Publication Number Publication Date
EP3327215A1 EP3327215A1 (fr) 2018-05-30
EP3327215B1 true EP3327215B1 (fr) 2021-10-06

Family

ID=60143632

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17197366.2A Active EP3327215B1 (fr) 2016-11-24 2017-10-19 Façade à poteau-traverse

Country Status (2)

Country Link
EP (1) EP3327215B1 (fr)
DE (1) DE102016122687A1 (fr)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8505155D0 (en) * 1985-02-28 1985-04-03 Stoakes R L Structural assemblies
DE3843737A1 (de) * 1988-12-22 1990-07-05 Mannesmann Ag Riegelhalter fuer eine fassadenwandkonstruktion
GB8912893D0 (en) * 1989-06-05 1989-07-26 Stoakes Richard Lewis Improvements in wall structures
DE29603707U1 (de) * 1996-02-29 1996-04-18 Raico Bautechnik GmbH, 87746 Erkheim Metallfassade
DE202004000550U1 (de) * 2004-01-15 2004-03-18 Schüco International KG. Trage- und Klotzungsvorrichtung
EP2725159A1 (fr) * 2012-08-03 2014-04-30 Alcoa Aluminium Deutschland, Inc. Dispositif de support, procédé de fabrication d'un dispositif de support et utilisation d'un dispositif de support au niveau d'un mur rideau

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3327215A1 (fr) 2018-05-30
DE102016122687A1 (de) 2018-05-24

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