EP0971081B1 - Façade de bâtiment ou façade de toit avec un cadre de poteaux et de traverses - Google Patents
Façade de bâtiment ou façade de toit avec un cadre de poteaux et de traverses Download PDFInfo
- Publication number
- EP0971081B1 EP0971081B1 EP99112699A EP99112699A EP0971081B1 EP 0971081 B1 EP0971081 B1 EP 0971081B1 EP 99112699 A EP99112699 A EP 99112699A EP 99112699 A EP99112699 A EP 99112699A EP 0971081 B1 EP0971081 B1 EP 0971081B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- crossmember
- post
- insulating
- posts
- 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.)
- Expired - Lifetime
Links
- 239000000945 filler Substances 0.000 claims description 16
- 238000004873 anchoring Methods 0.000 claims description 11
- 239000011521 glass Substances 0.000 claims description 5
- 238000007789 sealing Methods 0.000 abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000009413 insulation Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Images
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
- E04B2/965—Connections of mullions and transoms
Definitions
- a building facade or roof facade according to the preamble of claim 1 is known from DE-U-89 01 978.4.
- the insulation profile runs for the Latch the sealing receiving groove of the post over its front end overlapping into the drainage channel of the post, so that the Drainage channels of the insulating profile into the drainage channels of the post flow in without having to unlatch the profiles.
- Measures for sealing the insulating profile for the transom or for the transom profile in the connection area to the post are in the aforementioned scripture not included.
- a mullion bolt connection is known in which the The abutment surfaces of the mullions and transoms lie on one level and cover each field surrounding post parts and transoms for each infill with one frame-like, all-round seal are provided.
- the seal includes one Drainage groove in the vertical and horizontal, the Drainage grooves are arranged in the same plane.
- a flameproof filler attached by means of a pin which in the Cavity between two insulating bars of the narrow transom area Clamping effect is inserted.
- a support bolt that goes into the chamber of the narrow penetrates on the weather side, penetrates a corresponding hole of the filler.
- the filler has about that on its weather side same cross-sectional design as that of the narrow control range, so that there the frame-like seal can also be inserted and clamped.
- For vertical drainage is in both the circumferential seal and on the corresponding point of the filler is provided an opening downwards.
- DE-A-42 10 575 shows a substructure for glass roofs and glass facades, in which the transom with the posts can be pushed out at the front Fastening bolts are connected. These mounting bolts engage corresponding recesses provided on the post. In the field of The fastening bolt is on the front of the sealing strip of the bolt Sealing strip of the post overlapping engaging sealing part vulcanized.
- German patent DE 34 19 538 C 2 and Publication DE 195 16 778 A 1 In all of these previously known It is designed to run the drainage channels of the bars into the Drainage channels of the posts necessary, notches on the Bolt profiles to be provided so that the wall supporting the sealing strips, which also the bottom of the drainage channels forms the bars over which the sealing lips bearing corresponding wall of the post can be pushed. This Notches are extremely time-consuming and tedious and therefore pose represents a significant cost factor.
- the invention is therefore based on the object in a building or Roof facade according to the preamble of claim 1, the tightness in Improve the area of the connection between the mullion and transom.
- the formation of the insulating profile for the bolt does not form the Gasket-bearing wall of the main profile of the transom the bottom of the Drainage channels of the bars, but this function is provided by the pushed on or attached insulation profile. Notches and the consequent different training of the profiles for the posts and bars are not required. It can be the same for the bars Profiles are used as for the posts. According to the invention the downwardly open chamber of the Isolating profile closed by a filler so that water does not get into the Insulation profile and can be transported along the chamber.
- the webs expediently form anchoring longitudinal webs for the seals.
- the chamber-like placed on the central connecting web of the bolt forms one wall of the transom side Drainage channel, while the adjacent to the contact surface of the bar System wall with the web already mentioned, the floor and the other Sidewall of the drainage channel forms.
- This web can be one of the Longitudinal anchor bars for the side next to the drainage channel Form seal to be arranged.
- the width of the contact wall of the insulating profile for the latch is less than the width of the bolt and that in the insulating profile for the bolt Seal to be used of a side area covering the outside of the insulating profile having.
- the insulating profiles for the transoms and / or posts can be used with particular advantage arched or angled, a resilient clamp expansion of the Have connecting webs receiving crossbars enabling crossbars.
- the width of the chambers becomes significantly smaller taking into account all tolerances designed as the width of the connecting webs so that the insulating profiles this Clamp over the connecting webs and also as an inside Extensions of the anchoring webs in corresponding grooves of the connecting webs of the main profiles of the posts and Can snap latch.
- the post 1 and the bar 2 have in the illustrated embodiment identical profiles, namely both the main profiles 3, 4 and the these cover profiles 6 and 7 to be fastened by means of screws 5 are identical educated. Between the posts 1 and transoms 2 and the cover profiles 6, 7 are insulating glass panes 8, 9 in the illustrated embodiment Seals 10, 11 and 12 held.
- the width of the contact wall 20 is slightly smaller than the width of the main profile 4, so that the seals 11 overlap the outer counter-anchoring webs 23 can be trained. This gives the simple possibility that the Seals 11 of the bolt in the view are as high or wide as that Seals 10 of the posts.
- the side walls 24 of the insulating profile 16 forming the chamber 18 for the bolt form together with the system wall 20 and together with the Counter anchoring webs 23 the clamping bracket for the seals 11 forming webs 25 - and the inner surfaces 26 of the seals 11 - the transom drainage channels 27.
- These transom drainage channels 27 open into the drainage channels 28 of the posts 1.
- the insulating profile 16 Transom profile 4 protrudes in length and in posts 3 to Drainage groove 28 of the post 3 is stirred. The previous release of the Bar is therefore unnecessary.
- the chamber 18 In the region of the projection of the insulating profile 16 over the front end of the The main profile 4 of the bolt 2, the chamber 18 is open. To prevent that this point water can penetrate, a filler 29 is provided, which the Fills chamber 18 in this protruding area. On the filler 29 are lateral Molded wings 30, 31, which anchoring in the seal receiving groove 32 engage that on the main profile 3 of the post 1 for anchoring the seals 10 serves.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Building Environments (AREA)
Claims (9)
- Façade de bâtiment ou façade de toit dotée d'éléments de remplissage, par exemple en vitre de verre isolant, avec:un cadre de poteaux (1) et de traverses (2), le cadre étant composé des poteaux (1) et des traverses (2) sur le côté du bâtiment et sur le côté extérieur de profils de recouvrement (6, 7) recouvrant les bords des vitres, vissés ou accrochés avec les poteaux (1) et les traverses (2), les poteaux (1) étant munis de rainures de logement d'un joint d'étanchéité (32) sur le côté du bord ainsi que de joints d'étanchéité (10) insérés dans celles-ci, et présentant des canaux de drainage (28), les surfaces de contact des poteaux (1) et des traverses (2) étant situées dans un niveau (A),des profils isolants (15, 16) posés sur les poteaux (1) et les traverses (2), les profils isolants (15, 16) présentant une chambre (18) ouverte vers les poteaux (1) et les traverses (2), laquelle chambre loge la barrette de raccordement médiane respective (13 ou 14) du poteau (1) ou de la traverse (2), les profils isolants (16) pour la traverse (2) présentant une paroi de contact (20) adjacente à la traverse (2), portant les joints d'étanchéité (11) pour la traverse (2), et munie de nervures (25) ainsi que de canaux de drainage (27) formés par les parois latérales (24) du profil isolant (16) pour la traverse (2) ainsi que par les surfaces intérieures (26) des joints d'étanchéité (11) pour la traverse (2), et le profil isolant (16) pour la traverse (2) passant au-dessus de son extrémité frontale en chevauchant la rainure de logement du joint d'étanchéité (32) du poteau (1) jusqu'au canal de drainage (28) du poteau (1), de sorte que les canaux de drainage (27) du profil isolant (16) pour la traverse (2) débouchent dans le canal de drainage (28) du poteau (1),
- Façade de bâtiment selon la revendication 1, caractérisée en ce que les nervures (25) forment des nervures longitudinales d'ancrage pour les joints d'étanchéité (11) pour la traverse (2).
- Façade de bâtiment selon la revendication 2, caractérisée en ce que la largeur de la paroi de contact (20) est inférieure à la largeur de la traverse (2) et en ce que le joint d'étanchéité (11) à insérer dans le profil isolant (16) pour la traverse (2) présente une partie extérieure recouvrant le profil isolant (16).
- Façade de bâtiment selon la revendication 1, caractérisée en ce que les ailes latérales (30, 31) de la pièce intercalaire (29) ont prise en s'ancrant dans la rainure de logement du joint d'étanchéité (32).
- Façade de bâtiment selon l'une des revendications 1 à 4, caractérisée en ce que les profils isolants (15, 16) présentent une entretoise transversale (17) cintrée ou coudée, permettant un élargissement à pinces élastique.
- Façade de bâtiment selon la revendication 1, caractérisée en ce que le côté supérieur des ailes latérales (30, 31) de la pièce intercalaire (29) s'aligne, à l'état monté, sur le côté supérieur de la rainure de logement du joint d'étanchéité (32) pour le logement du joint d'étanchéité (10) du poteau (1).
- Façade de bâtiment selon l'une des revendications 1 à 5, caractérisée en ce que les poteaux (1) et les traverses (2) ont une forme de profil identique.
- Façade de bâtiment selon l'une des revendications 1 à 6, caractérisée en ce que les profils de recouvrement (6, 7) pour les poteaux (1) et les traverses (2) ont une forme de profil identique.
- Façade de bâtiment selon la revendication 1, caractérisée en ce que les parois latérales de la chambre (18) sont munies sur l'extrémité inférieure d'entretoises d'ancrage (19) dirigées vers l'intérieur qui ont prise dans les rainures correspondantes des barrettes de raccordement (13, 14).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19830087A DE19830087C2 (de) | 1998-07-06 | 1998-07-06 | Gebäudefassade oder Dachfassade mit einem Rahmenwerk aus Pfosten und Riegeln |
DE19830087 | 1998-07-06 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0971081A2 EP0971081A2 (fr) | 2000-01-12 |
EP0971081A3 EP0971081A3 (fr) | 2001-02-07 |
EP0971081B1 true EP0971081B1 (fr) | 2002-10-23 |
Family
ID=7873093
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99112699A Expired - Lifetime EP0971081B1 (fr) | 1998-07-06 | 1999-07-02 | Façade de bâtiment ou façade de toit avec un cadre de poteaux et de traverses |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0971081B1 (fr) |
AT (1) | ATE226671T1 (fr) |
DE (2) | DE19830087C2 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008011207A1 (de) | 2007-03-15 | 2008-09-18 | Sälzer Sicherheitstechnik GmbH | Gebäudeabschluss in sprengwirkungshemmender Ausführung |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20016913U1 (de) * | 2000-09-30 | 2000-12-28 | Schüco International KG, 33609 Bielefeld | Im Glasfalz einer Fassade oder eines Lichtdaches vorgesehene Trägereinheit |
DE20100747U1 (de) * | 2001-01-15 | 2001-03-08 | Schüco International KG, 33609 Bielefeld | Riegel/Pfosten-Konstruktion |
DE10200449B4 (de) | 2002-01-09 | 2006-03-09 | Eduard Hueck Gmbh & Co Kg | Pfosten-/Riegel-Konstruktion, insbesondere für Fassaden, Dächer und dergleichen |
DE10255223A1 (de) * | 2002-11-27 | 2004-06-17 | Wicona Bausysteme Gmbh | Gebäudefassade oder Dach |
DE10347698A1 (de) * | 2003-10-14 | 2005-06-09 | Unilux Ag | Gebäudefassade mit Fenster |
DE102004013576A1 (de) * | 2004-03-18 | 2005-10-20 | Thyssen Schulte Gutmann Bausys | Gebäudefassade oder Dach mit Ausfachungen zur Aufnahme von Fassadenelementen |
DE102004014265A1 (de) * | 2004-03-24 | 2005-10-20 | Hydro Building Systems Gmbh | Verwendung eines Pfostenprofils für eine aus Pfosten und Riegeln in Form von Hohlprofilen bestehende Rahmenkonstruktion |
DE102005001986A1 (de) * | 2005-01-15 | 2006-07-20 | SCHÜCO International KG | Modulare Fassade für Gebäude, Glasauflagedichtung und Schraube |
DE202005013103U1 (de) * | 2005-08-17 | 2006-12-28 | Raico Bautechnik Gmbh | Tragprofilkonstruktion mit Isolatorprofil |
EP1860250B1 (fr) * | 2006-05-26 | 2014-12-03 | Raico Bautechnik GmbH | Profile d'étanchéité |
DE102008022650A1 (de) | 2008-05-07 | 2009-12-03 | Hermann Gutmann Werke Ag | Gebäudefassade oder Dachfassade mit Ausfachungen |
ES2351748B1 (es) * | 2008-10-07 | 2011-12-05 | Gerardo Gorris Medranda | Dispositivo de montaje de fachadas ligeras. |
AT511685A1 (de) * | 2011-06-16 | 2013-01-15 | Alutechnik Matauschek Gmbh | Pfosten-riegel-system |
DE102022117776B3 (de) | 2022-07-15 | 2023-10-12 | HUECK System GmbH & Co. KG | Dichtungselement mit entwässerungsmittel |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3419538A1 (de) * | 1984-05-25 | 1985-11-28 | SCHÜCO Heinz Schürmann GmbH & Co, 4800 Bielefeld | Fassade oder dach in einer metall-glas-ausfuehrung |
DE8901978U1 (de) * | 1989-02-20 | 1989-06-29 | Proksch, Kurt, 7206 Emmingen-Liptingen | Bausatz zum Erstellen einer Rahmenkonstruktion, insbesondere für den Glas- oder Fassadenbau |
GB8911805D0 (en) * | 1989-05-23 | 1989-07-12 | H H Robertson Uk Limited | Improvements in and relating to curtain walls |
DE4000769A1 (de) * | 1990-01-12 | 1991-07-18 | Reynolds Aluminium Deutschland | Traggerippe fuer eine oder an einer fassadenwand |
DE4210575A1 (de) * | 1992-03-31 | 1993-10-07 | Herbert Lacker | Unterkonstruktion für Glasdächer und Glasfassaden |
DE4432568C2 (de) * | 1994-04-11 | 1997-09-04 | Gerhard Kaese | Vorrichtung zur Befestigung von Platten an Fassaden |
DE19516778A1 (de) * | 1995-01-07 | 1996-07-18 | Wicona Bausysteme Gmbh | Gebäudefassade oder Dach |
DE19521920C2 (de) * | 1995-06-09 | 1997-05-15 | Mannesmann Ag | Befestigungselement für ein Fassadensystem |
DE29516734U1 (de) * | 1995-10-24 | 1995-12-14 | Syntax Rackwitz Systemtechnik GmbH, 04519 Rackwitz | Einspannrahmen |
DE29607770U1 (de) * | 1996-04-29 | 1996-07-18 | Kaese, Gerhard, 31840 Hessisch Oldendorf | Drei-Kammer-System mit einer integrierten Mitteldichtung an Pfosten-/Riegelfassaden |
DE29613579U1 (de) * | 1996-08-06 | 1996-09-19 | Fa. J. Eberspächer, 73730 Esslingen | Dichtungsanordnung für einen Holm, insbesondere aus Aluminium, als Trägerteil einer Fassaden- oder Dachkonstruktion |
-
1998
- 1998-07-06 DE DE19830087A patent/DE19830087C2/de not_active Expired - Fee Related
-
1999
- 1999-07-02 EP EP99112699A patent/EP0971081B1/fr not_active Expired - Lifetime
- 1999-07-02 DE DE59903147T patent/DE59903147D1/de not_active Expired - Lifetime
- 1999-07-02 AT AT99112699T patent/ATE226671T1/de active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008011207A1 (de) | 2007-03-15 | 2008-09-18 | Sälzer Sicherheitstechnik GmbH | Gebäudeabschluss in sprengwirkungshemmender Ausführung |
Also Published As
Publication number | Publication date |
---|---|
DE59903147D1 (de) | 2002-11-28 |
DE19830087C2 (de) | 2000-09-14 |
DE19830087A1 (de) | 2000-01-27 |
EP0971081A2 (fr) | 2000-01-12 |
EP0971081A3 (fr) | 2001-02-07 |
ATE226671T1 (de) | 2002-11-15 |
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