EP1881123A2 - Rail profilé pour façade - Google Patents

Rail profilé pour façade Download PDF

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Publication number
EP1881123A2
EP1881123A2 EP07112748A EP07112748A EP1881123A2 EP 1881123 A2 EP1881123 A2 EP 1881123A2 EP 07112748 A EP07112748 A EP 07112748A EP 07112748 A EP07112748 A EP 07112748A EP 1881123 A2 EP1881123 A2 EP 1881123A2
Authority
EP
European Patent Office
Prior art keywords
rail
substructure
profile
profile rail
region
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.)
Granted
Application number
EP07112748A
Other languages
German (de)
English (en)
Other versions
EP1881123A3 (fr
EP1881123B1 (fr
Inventor
Christian Lahni
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.)
RP Technik GmbH Profilsysteme
Original Assignee
RP Technik GmbH Profilsysteme
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 RP Technik GmbH Profilsysteme filed Critical RP Technik GmbH Profilsysteme
Publication of EP1881123A2 publication Critical patent/EP1881123A2/fr
Publication of EP1881123A3 publication Critical patent/EP1881123A3/fr
Application granted granted Critical
Publication of EP1881123B1 publication Critical patent/EP1881123B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls
    • E04B2/96Curtain 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 profiled 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 slot-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.
  • the rail according to the invention can be designed in an advantageous manner, a facade system for cladding a structure on the substructure, the rail is fastened, 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 according to FIG. 1 is mounted on a substructure 1 made of steel assembled transversely thereto on vertical posts.
  • 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 '.
  • the profile rail 5 is profiled steel formed by forming to a directly with - not shown here - cooperating fasteners central ringennutabrough 8 and two other, arranged next to the fferennutabrough 8 holding sections 9, 9 'for - also not shown - to form sealant.
  • the apertures 10a, 10b are formed slot-like in the longitudinal extension of the rail 5 and made by punching.
  • apertures 10a, 10a 'and 10b, 10b run in pairs at the same height and opposite one another on the profile rail 5. This ensures mutual welding with the substructure as well as accessibility of the weld seam 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.
  • the two holding sections 9 and 9' of the rail 5 also have an angled and in the direction of screw channel 8 inclined edge region 13 and 13 ' for clamping and guiding the - not shown here - inner seal on.
EP07112748A 2006-07-19 2007-07-19 Rail profilé pour façade Not-in-force EP1881123B1 (fr)

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 true EP1881123A2 (fr) 2008-01-23
EP1881123A3 EP1881123A3 (fr) 2009-08-05
EP1881123B1 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017083991A1 (fr) 2015-11-18 2017-05-26 Jansen Ag Rail profilé pour façade de bâtiment

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8225572B2 (en) * 2009-09-22 2012-07-24 Sagamore Partners, Llc Wall panel assembly
CA2724952A1 (fr) * 2009-12-11 2011-06-11 Groupe Lessard Inc. Systeme et procede pour la remise en etat d'un mur-rideau existant
US8407955B2 (en) * 2011-02-02 2013-04-02 Paul Delforte Removable highly secured high impact wall panels mounting system
US8511014B2 (en) * 2011-02-02 2013-08-20 Paul Delforte Removable highly secured high impact wall panels mounting system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19741468A1 (de) * 1997-09-19 1999-03-25 Sommer Metallbau Stahlbau Gmbh Dichtung für Verglasungs- oder Fassadenbefestigungseinrichtung
DE19822103A1 (de) * 1998-05-11 1999-12-02 Mannesmann Ag Fassadensystem für die Verkleidung eines Bauwerkes
DE20203053U1 (de) * 2002-02-27 2002-05-16 Rp Technik Gmbh Distanzwahrende Profilschiene für ein Fassadensystem zur Verkleidung eines Bauwerks
DE20318988U1 (de) * 2003-12-08 2004-03-04 Sommer Metallbau-Stahlbau Gmbh & Co. Kg Sprengsichere Fassade
DE202004008689U1 (de) * 2003-10-17 2005-03-03 Raico Bautechnik Gmbh Fassade

Family Cites Families (7)

* Cited by examiner, † Cited by third party
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
DE19820030A1 (de) * 1998-05-05 1999-12-02 Evg Bauprofil System Entwicklungs & Vermarktungsgesellschaft Mbh Fassadenprofil
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
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19741468A1 (de) * 1997-09-19 1999-03-25 Sommer Metallbau Stahlbau Gmbh Dichtung für Verglasungs- oder Fassadenbefestigungseinrichtung
DE19822103A1 (de) * 1998-05-11 1999-12-02 Mannesmann Ag Fassadensystem für die Verkleidung eines Bauwerkes
DE20203053U1 (de) * 2002-02-27 2002-05-16 Rp Technik Gmbh Distanzwahrende Profilschiene für ein Fassadensystem zur Verkleidung eines Bauwerks
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017083991A1 (fr) 2015-11-18 2017-05-26 Jansen Ag Rail profilé pour façade de bâtiment

Also Published As

Publication number Publication date
EP1881123A3 (fr) 2009-08-05
DE102006033455A1 (de) 2008-01-31
US20080016797A1 (en) 2008-01-24
DE502007002656D1 (de) 2010-03-11
ATE455908T1 (de) 2010-02-15
US7587869B2 (en) 2009-09-15
EP1881123B1 (fr) 2010-01-20
ES2338818T3 (es) 2010-05-12

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