EP1881123B1 - Rail profilé pour façade - Google Patents
Rail profilé pour façade Download PDFInfo
- Publication number
- EP1881123B1 EP1881123B1 EP07112748A EP07112748A EP1881123B1 EP 1881123 B1 EP1881123 B1 EP 1881123B1 EP 07112748 A EP07112748 A EP 07112748A EP 07112748 A EP07112748 A EP 07112748A EP 1881123 B1 EP1881123 B1 EP 1881123B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile rail
- rail
- substructure
- complying
- section
- 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.)
- Not-in-force
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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
Definitions
- the invention relates to a rail for a facade system for cladding a structure, which is attachable to a substructure of the structure for attachment of filling elements, wherein the cross-sectional profile of the steel formed rail a directly cooperating with fastening means fferennutabterrorism and at least one further, arranged next to the fferennutabterrorism holding portion having sealant.
- the present invention also relates to a facade system comprising such a rail.
- the facade system is structurally adapted to a building-side substructure of posts and / or transversely arranged bars.
- Posts and bars are here preferably made of a hollow profile made of steel.
- filling elements - for example laminated glass elements - are arranged.
- inner or outer sealing elements are arranged on the part of the substructure and on the side of the retaining strip.
- To attach the retaining strips is still a directly attached to the substructure mounted, separate rail provided.
- the cross-sectional profile of the rail has a directly cooperating with fastening screws central ringennutabexcellent and two others, in addition to the ringennutabexcellent located and the inner sealing member fixing holding portions.
- the known profile rails is universally applicable and fastened, for example, on a substructure consisting of T-beams, rectangular profiles and the like of metal or other materials.
- the façade system constructed in this way is thus largely independent of the type of substructure and insofar flexibly designed. Since the rail in the sense of functional integration specifies both the screw-in points for the fastening screws and the fixing areas for the inner sealing elements, assembly errors resulting from non-observance of assembly measures on the construction site are excluded. Because the mounting screws interact directly, ie without the use of additional means with the lusterennutabbald, otherwise common items are saved in the form of nut or clamping elements. Furthermore, the solution disclosed here prevents the problem of contact corrosion between substructure and the rail.
- elongated holes are provided in the region of the holding section of the profile rail facing the substructure.
- the rail can either directly to the substructure be welded on; Alternatively, the slots can also be used for screwing.
- the EP 0 692 586 A1 discloses an alternative solution for mounting a rail on a substructure via a weld, in which the weld runs directly below a substantially only U-shaped screw channel or receiving channel profile. At this point, the weld seam does not hinder the course of the adjacent sealing element.
- the to be welded receiving channel profile or its screw is only U-shaped and the connection welding to the substructure in the immediate vicinity between the substructure and the inclined surfaces of the screw or receiving channel profile, it is imperative to use an additional welding device during assembly on the site required to position the screw channel design functionally to the substructure.
- this technical solution does not allow an integrated guide of the adjacent sealing element compared to the prior art discussed at the beginning.
- the invention includes the technical teaching that in the rail in the region between the central fferennutabites, which is preferably U-shaped, and the adjoining holding portion window-like openings are provided through which the underside of the fferennutabitess for attaching a weld between rail and substructure is accessible.
- the advantage of the solution according to the invention lies in particular in the fact that, without having to use special welding devices, suitable non-sealing-inhibiting welding areas are made accessible with these openings, which are otherwise concealed by the profiled rail formed from sheet steel. Normally, because of the non-accessibility from the outside, the point between the screw groove portion and the substructure for attaching a weld is out of the question. The skilled person would limit himself to naturally accessible places.
- the solution according to the invention overcomes this approach, which is obvious to the person skilled in the art, and makes it possible to attach a weld there through the additional window-like openings at the specially defined location, the course of which - even if the weld seam is excessive - does not disturb the course of a seal covering the profile rail.
- the window-like openings can be generated in a simple manner during the production of the rail by punching before forming.
- retaining sections for sealing means are provided on both sides of the screw groove section of the profile rail, in each case associated openings being located in the region of the screw groove section and the adjoining one holding section and in the region of the screw groove section and the adjoining other holding section.
- Breakthroughs are preferably arranged in pairs at the same height opposite each other on the rail, which allows an all-round application of corrosion protection on the weld and on the back of the weld. This measure serves to further minimize the susceptibility to corrosion in the region of the weld.
- the window-like openings of the rail are formed slot-like manner in the longitudinal extent of the rail running.
- an optimum is achieved from the required space for attaching the weld and the loss of stability to be added by the apertures according to the invention.
- the number and spacing of the openings required along the rail can be determined.
- thermoforming sectors in the region of the holding section facing the substructure a plurality of thermoforming sectors arranged at a distance from one another are provided for at least partially accommodating the head of a fastening means.
- These preferably elongated hole-shaped or round deep-drawing sectors extend over such a large area that they can be fastened directly, so that the head of a fastening means, such as a screw or a set bolt, does not protrude from the direction of the seal.
- these thermoforming sectors on the underside of the profile rail in conjunction with the substructure form a ventilation gap in order to prevent the accumulation of waterlogging and contact corrosion caused thereby.
- the thermoforming sectors can be produced in a single production step, preferably together with the punching of the window-like openings.
- each holding section of the profiled rail is preferably provided with an angled edge region which is inclined in the direction of the screw channel section.
- the thus angled edge region can also be produced in a simple manner by forming - preferably roll forming - and serves the effective clamping and guiding of the rail overlapping the inner seal.
- the rail according to the invention provides the prerequisite for using one and the same inner seal both for bars and posts of the substructure, which results in a corresponding material savings and lowers the number of variants of the required seals.
- a facade system for cladding a structure on the substructure the rail is attached, said between the rail and to be held filling elements said inner seal is provided and wherein on the opposite side of the example filling elements an outer seal runs, which is supported for example by an outer retaining strip, which is removably attached via a plurality of directly engaging in the screw channel section of the rail mounting screws.
- Self-tapping screws are suitable as fastening screws in cooperation with the steel profile rail according to the invention.
- the facade system after Fig. 1 is mounted on a substructure 1 made of steel, mounted on vertical posts transversely thereto.
- the substructure 1 is associated with the building and consists in this embodiment of T-beams.
- the facade system is used for fastening designed as laminated glass pane elements filling elements 2, 2 ', which are provided for covering the - not shown - building.
- the filling elements 2, 2 ' are detachably connected to the substructure 1 via outer retaining strips 3 by means of fastening screws 4.
- the fastening screws 4 come for this purpose in a stationary attached to the substructure 1 additional rail 5 for engagement.
- an inner seal 6 is additionally provided between the rail 5 and the over this to be held filling elements 2, 2 '.
- Fig.2 is the profiled rail 5 made of steel profiled by forming to form a directly with - not shown here - fasteners cooperating central ringennutabrough 8 and two other, arranged next to the ringennutabrough 8 holding sections 9, 9 'for - also not shown - sealant ,
- the apertures 10a, 10b are formed slot-like in the longitudinal extension of the rail 5 and made by punching.
- openings 10a, 10a 'and 10b, 10b extend in pairs at the same height and opposite each other on the rail 5. This ensures a mutual welding with the substructure and also an accessibility of the weld for corrosion protection measures.
- the profile rail 5 is provided at the substructure facing point with a plurality of spaced-apart deep drawing sectors 12.
- the Tiefziehsektoren 12 serve on the one hand to accommodate the head of a fastener (seen from the opposite side) and form on the visible here underside of the rail 5 in cooperation with the substructure a rear ventilation gap to prevent moisture accumulation.
- All thermoforming sectors 12 have an oblong-hole-like outline which, analogously to the apertures 10a-10b, likewise extends in the longitudinal extension of the profiled rail 5.
- Figure 4 illustrates the course of Tiefziehsektoren 12 and the openings 10a, 10a 'on the rail 5.
- the two holding sections 9 and 9' of the rail 5 also have an angled and in the direction of fferkanalabintroductory 8 inclined edge region 13 or 13 'for clamping and Guiding the - not shown here - inner seal on.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Finishing Walls (AREA)
- Joining Of Corner Units Of Frames Or Wings (AREA)
- Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)
- Soil Working Implements (AREA)
- Percussion Or Vibration Massage (AREA)
Claims (10)
- Profilé pour un système de façade prévu pour revêtir un ouvrage de construction, pouvant être monté sur une ossature porteuse (1) de l'ouvrage de construction pour fixer des éléments de remplissage (2, 2'), où la section du profilé (5) en acier formé comporte une rainure pour vis (8) qui interagit directement avec les vis de fixation (4) et au moins une autre section de maintien (9, 9') placée à côté de la rainure pour vis (8) et prévue pour des joints, caractérisé par le fait que des ouvertures en forme de fenêtre (10a, 10b), permettant d'accéder à la face inférieure de la section de la rainure pour vis (8) pour réaliser un cordon de soudure (11) entre le profilé (5) et l'ossature porteuse (1), sont prévues dans la section entre la rainure pour vis (8) et la section de maintien (9 ou 9') adjacente.
- Profilé au sens de la condition 1, caractérisé par le fait que des sections de maintien (9, 9') sont prévues de chaque côté de la section de la rainure pour vis (8), où des ouvertures adaptées (10a, 10a' ou 10b, 10b') sont prévues dans la zone de la rainure pour vis (8) et de la section de maintien adjacente (9) ainsi que dans la zone de la rainure pour vis (8) et l'autre section de maintien adjacente (9').
- Profilé au sens de la condition 2, caractérisé par le fait que les ouvertures (10a, 10a' ou 10b, 10b') sont disposées par paires, à la même hauteur et face à face.
- Profilé au sens de la condition 1, caractérisé par le fait que les ouvertures (10a, 10a' ou 10b, 10b') ont une forme oblongue et sont orientées dans le sens de la longueur du profilé (5).
- Profilé au sens de la condition 1, caractérisé par le fait que plusieurs secteurs emboutis (12) séparés les uns des autres et permettant de loger au moins en partie la tête d'un moyen de fixation, sont prévus dans la zone de la section de maintien (9, 9') orientée vers l'ossature porteuse (1).
- Profilé au sens de la condition 5, caractérisé par le fait que le moyen de fixation est conçu sous forme de boulon permettant de réaliser une fixation directe permanente sur l'ossature porteuse (1).
- Profilé au sens de la condition 5, caractérisé par le fait que les secteurs emboutis (12) sont prévus pour former un espace de ventilation par l'arrière entre l'ossature porteuse (1) et le profilé (5) pour éviter la corrosion par contact.
- Profilé au sens de la condition 5, caractérisé par le fait que les secteurs emboutis (12) ont une forme oblongue ou circulaire et sont orientés dans le sens de la longueur du profilé (5).
- Profilé au sens de l'une des conditions précédentes, caractérisé par le fait que chaque section de maintien (9,9') comporte un bord (13,13') incurvé et incliné vers la rainure pour vis (8) servant à serrer et à maintenir un joint intérieur (6).
- Système de façade prévu pour revêtir un ouvrage de construction, dont l'ossature porteuse (1) est utilisée pour fixer un profilé (5) au sens de l'une des conditions précédentes, où un joint intérieur (6) est prévu entre le profilé (5) et les éléments de remplissage (2, 2') à maintenir, et où un joint extérieur (7) est posé sur la face opposée des éléments de remplissage (2, 2') et maintenu par une baguette de fixation extérieure (3) détachable fixée par plusieurs vis de fixation (4) qui pénètrent dans la rainure pour vis (8) du profilé (5).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102006033455A DE102006033455A1 (de) | 2006-07-19 | 2006-07-19 | Profilschiene für ein Fassadensystem |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1881123A2 EP1881123A2 (fr) | 2008-01-23 |
EP1881123A3 EP1881123A3 (fr) | 2009-08-05 |
EP1881123B1 true EP1881123B1 (fr) | 2010-01-20 |
Family
ID=38421434
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07112748A Not-in-force EP1881123B1 (fr) | 2006-07-19 | 2007-07-19 | Rail profilé pour façade |
Country Status (5)
Country | Link |
---|---|
US (1) | US7587869B2 (fr) |
EP (1) | EP1881123B1 (fr) |
AT (1) | ATE455908T1 (fr) |
DE (2) | DE102006033455A1 (fr) |
ES (1) | ES2338818T3 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8225572B2 (en) * | 2009-09-22 | 2012-07-24 | Sagamore Partners, Llc | Wall panel assembly |
US8402714B2 (en) * | 2009-12-11 | 2013-03-26 | Groupe Lessard Inc. | System and method for refurbishing an existing curtain wall |
US8511014B2 (en) * | 2011-02-02 | 2013-08-20 | Paul Delforte | Removable highly secured high impact wall panels mounting system |
US8407955B2 (en) * | 2011-02-02 | 2013-04-02 | Paul Delforte | Removable highly secured high impact wall panels mounting system |
WO2017083990A1 (fr) | 2015-11-18 | 2017-05-26 | Jansen Ag | Profilé d'étanchéité |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1993021400A1 (fr) * | 1992-04-16 | 1993-10-28 | Farag F Aziz | Systeme de murs-rideaus joints bout a bout sans butee |
DE29603707U1 (de) * | 1996-02-29 | 1996-04-18 | Raico Bautechnik Gmbh | Metallfassade |
DE19741468B4 (de) * | 1997-09-19 | 2005-02-03 | Sommer Metallbau-Stahlbau Gmbh & Co. Kg | Vorrichtung zur Befestigung von Verglasungen, Fassaden oder dergleichen |
DE19820030A1 (de) * | 1998-05-05 | 1999-12-02 | Evg Bauprofil System Entwicklungs & Vermarktungsgesellschaft Mbh | Fassadenprofil |
DE19822103A1 (de) * | 1998-05-11 | 1999-12-02 | Mannesmann Ag | Fassadensystem für die Verkleidung eines Bauwerkes |
DE19855031C5 (de) * | 1998-11-28 | 2016-01-07 | Raico Bautechnik Gmbh | Verfahren und Vorrichtung zum Befestigen eines Fassadenprofiles |
US6598361B2 (en) * | 2001-08-20 | 2003-07-29 | Raymond M. L. Ting | Mullion splice joint design |
DE20203053U1 (de) * | 2002-02-27 | 2002-05-16 | Rp Technik Gmbh | Distanzwahrende Profilschiene für ein Fassadensystem zur Verkleidung eines Bauwerks |
US20040079038A1 (en) * | 2002-10-25 | 2004-04-29 | Crooker Robert H. | Curtain wall anchor |
US20050188634A1 (en) * | 2003-09-30 | 2005-09-01 | Nelson Bolton | Laminate suspension system |
DE202004008689U1 (de) * | 2003-10-17 | 2005-03-03 | Raico Bautechnik Gmbh | Fassade |
DE20318988U1 (de) * | 2003-12-08 | 2004-03-04 | Sommer Metallbau-Stahlbau Gmbh & Co. Kg | Sprengsichere Fassade |
-
2006
- 2006-07-19 DE DE102006033455A patent/DE102006033455A1/de not_active Withdrawn
-
2007
- 2007-07-19 EP EP07112748A patent/EP1881123B1/fr not_active Not-in-force
- 2007-07-19 ES ES07112748T patent/ES2338818T3/es active Active
- 2007-07-19 US US11/779,994 patent/US7587869B2/en not_active Expired - Fee Related
- 2007-07-19 AT AT07112748T patent/ATE455908T1/de active
- 2007-07-19 DE DE502007002656T patent/DE502007002656D1/de active Active
Also Published As
Publication number | Publication date |
---|---|
ATE455908T1 (de) | 2010-02-15 |
US7587869B2 (en) | 2009-09-15 |
US20080016797A1 (en) | 2008-01-24 |
EP1881123A3 (fr) | 2009-08-05 |
EP1881123A2 (fr) | 2008-01-23 |
DE102006033455A1 (de) | 2008-01-31 |
DE502007002656D1 (de) | 2010-03-11 |
ES2338818T3 (es) | 2010-05-12 |
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