EP0952270B2 - Profilés support pour façades en forme de montant/traverse, auvents, galeries de toit ou analogues - Google Patents

Profilés support pour façades en forme de montant/traverse, auvents, galeries de toit ou analogues Download PDF

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Publication number
EP0952270B2
EP0952270B2 EP99105647.4A EP99105647A EP0952270B2 EP 0952270 B2 EP0952270 B2 EP 0952270B2 EP 99105647 A EP99105647 A EP 99105647A EP 0952270 B2 EP0952270 B2 EP 0952270B2
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EP
European Patent Office
Prior art keywords
web
groove
load
flange
profiles according
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
Application number
EP99105647.4A
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German (de)
English (en)
Other versions
EP0952270A2 (fr
EP0952270A3 (fr
EP0952270B1 (fr
Inventor
Armin Dipl.-Ing. Tönsmann
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
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Schueco International KG
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Publication date
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Application filed by Schueco International KG filed Critical Schueco International KG
Priority to DK99105647T priority Critical patent/DK0952270T3/da
Publication of EP0952270A2 publication Critical patent/EP0952270A2/fr
Publication of EP0952270A3 publication Critical patent/EP0952270A3/fr
Publication of EP0952270B1 publication Critical patent/EP0952270B1/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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D39/00—Application of procedures in order to connect objects or parts, e.g. coating with sheet metal otherwise than by plating; Tube expanders
    • B21D39/03—Application of procedures in order to connect objects or parts, e.g. coating with sheet metal otherwise than by plating; Tube expanders of sheet metal otherwise than by folding
    • B21D39/038—Perpendicular plate connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0818—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0818—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • E04D2003/0837—Sections comprising intermediate parts of insulating material

Definitions

  • the invention relates to support profiles in T-shape or in double T-shape for transom post facades, canopies, galleries or the like. with at least one strap and an associated web.
  • the DE 25 59 599 shows a thermally insulated composite profile with webs, which are pressed against insulating profiles, which are made of plastic.
  • a support profile with the features a to c1 is from the DE 196 22 759 A1 known.
  • the support profile known from this document has a belt and a web, wherein a groove or groove in the belt, which serves to receive the web, is created by structure-changing material deformation after the production of the belt itself. This is problematic that the effort to create the groove is relatively high, since after the production of the profile only with another step, the groove must be made.
  • the invention has the object over this generic state of the art to further develop the support profile such that it can be manufactured in a simpler manner compared with the prior art, whereby production-related deformations in the region of the material are to be reduced.
  • the groove is simply made by extrusion during the extrusion of the belt.
  • the belt of the invention further and the like for its use in facade construction. advantageously still a groove for receiving a sealing strip.
  • the web is connected to the belt by a slight interference fit and by the web in the region of the free edge of the groove permanently formed belt material.
  • connection of the webs with the straps can be made in a continuous process by chiselling with a chisel or by molding by means of rotating rollers. This results from the pressing of belt material on the web under relatively high pressures a Kaltverschweiáung between the belt material and the web.
  • a kit of webs of different shapes and straps different to create different support profiles in which the web thickness and the formation of the groove for receiving the longitudinal edges of the webs is designed consistently Dimensions are formed.
  • the webs and straps form plate-shaped components that can be processed before their connection to a support profile in a simple and efficient manner.
  • the bars are made of light metal.
  • a supporting profile 1 is shown for a transom-post facade, which is designed as a double-T profile and is composed of straps 2,3 and a web 4.
  • the belt 2 is formed as an extruded aluminum profile whose cross-sectional contour in the Fig. 4, 5 and 6 can be seen more clearly.
  • the belt 2 has anchoring grooves 5 for fixing glazing gaskets 6 and is provided with a screw groove 7 into which fastening screws for fixing a cover strip 8 are screwed.
  • a screw groove 7 into which fastening screws for fixing a cover strip 8 are screwed.
  • the screw 7 takes the screw 7 a plastic profile 9, so that the screw extends together with the plastic profile over the entire thickness of the insulating glass 10.
  • the web 4 has in the embodiment of the Fig. 1 a series of circular openings 11.
  • a support profile 12 is shown, the web 13 is provided with triangular openings 14. These triangular openings are arranged alternately offset from each other.
  • a support profile 15 is shown, in which the web 16 is formed trapezoidal.
  • the recorded by the belt 3 longitudinal edge of the web 16, which is rectilinear in the exemplary embodiment shown, may also have a deviating from the straight line contour, so that the belt 3 may also be wavy or may have a different geometric course.
  • the openings 17 of the web 16 are adapted in size and design of the contour of the side view of the web.
  • a support profile is shown in double T-shape
  • connection between the web and the straps 2,3 is achieved in that the straps are provided with a groove 19 for receiving the longitudinal edge portion 20 of the web and the web is connected to the belt by a press fit or by a Kaltpreßversch spaung.
  • the longitudinal edge portion 20 of the web 4 is inserted with a slight interference fit into the groove 19 of the belt 3.
  • a Einstemmvorgang is made by means of a continuously operating tool 21 so that it comes to a Kaltpreßversch spaung between the belt 3 and the web 4 in the region of the Nutlssensrandes.
  • the caulking can be done with a chisel in a continuous compression process or by means of rotating rollers.
  • the press fit or transition fit a closing engagement of the web and the belt is achieved, which can lead to a cold welding even without a Anstemmvorgang.
  • a belt 2,3 is shown, which is provided with a groove 19 for receiving a longitudinal edge region of a web.
  • the free edges of the groove 19 are bounded by skirting 22, which are formed by material accumulation.
  • the accumulations of material can also serve to guide the Einstemmtechnikmaschine.
  • the groove 19 is limited by edge strips 24, which are formed by parallel to the free groove edge grooves 25.
  • the grooves 25 serve to guide a Einstemmtechnikmaschinees, by which afford the edge 24 are pressed onto the web inserted into the groove 19.
  • the embodiment of the Fig. 10 shows a groove 19 whose walls are equipped with teeth 26.
  • these toothing effects tolerance compensation when the web is inserted into the groove 19 and, on the other hand, increases the pressures at the tips which act on the web outer surfaces in the region of the groove engagement.
  • the grooves are made with the associated profiles during extrusion.
  • the webs 4, 13, 16, 18 are in the region of engagement with the groove of the belt adjacent the groove edge with grooves extending over the web length, as in FIG Fig. 11 or as shown in FIG. 12, with spaced recesses 28 or with a series of holes 29 or stamped channels, as in FIG Fig. 13 be shown, equipped.
  • the Fig. 14 shows that the webs 4,13,16,18 be provided in the region of the engagement in the groove 19 with a transverse to the longitudinal direction of the webs roughening 30, knurling, toothing or undulating profiling.
  • the shear strength in the longitudinal direction of the support profile between said components is increased after the joining process between web and belt.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Corner Units Of Frames Or Wings (AREA)
  • Finishing Walls (AREA)
  • Special Wing (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Wing Frames And Configurations (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Connection Of Plates (AREA)

Claims (10)

  1. Profilés supports en forme de T ou de double T pour façades en forme de montant-traverse, auvents, galeries de toit ou analogues, dotés
    a) d'au moins une membrure (2, 3) et d'un étai raccordé avec (4, 13, 16, 18),
    b) la membrure (2, 3) présentant une encoche (19) destinée à recevoir la zone de bordure longitudinale de l'étai (4, 13, 16, 18), encoche dans laquelle la zone de bordure longitudinale de l'étai entre en prise de manière à la fermer, et
    c) l'étai (4, 13, 16, 18) étant raccordé à la membrure (2, 3) par l'intermédiaire
    c1) d'un ajustement serré provoquant un soudage à froid ou
    c2) d'une soudure pressée à froid,
    d) l'au moins une membrure (2, 3) étant conçue comme un profilé extrudé en aluminium, dont les encoches (19) sont conçues pour recevoir la zone de bordure longitudinale de l'étai (4, 13, 16, 18) au cours du procédé d'extrusion lors de l'extrusion de la membrure (2, 3), et
    e) la membrure (2, 3) étant dotée d'encoches d'ancrage (5) destinées à des nervures d'étanchéité (6), et
    f) l'étai (4, 13, 16, 18) étant réalisé sous la forme d'un profilé extrudé en alliage léger.
  2. Profilés supports selon la revendication 1, caractérisés en ce que l'étai (4) est raccordé à la membrure à l'aide d'un ajustement légèrement serré et par l'intermédiaire d'un matériau de membrure formé de manière durable sur l'étai dans la zone des arêtes libres des encoches.
  3. Profilés supports selon les revendications 1 ou 2, caractérisés en ce que les bordures de l'encoche longitudinale sont formées par des nervures déformables dans la direction de l'étai (4, 3, 6, 8) inséré dans l'encoche (19).
  4. Profilés supports selon la revendication 3, caractérisés en ce que les nervures de bordure (22, 4) sont formées par des accumulations de matériaux ou par des fentes (25) s'étendant parallèlement à l'encoche.
  5. Profilés supports selon l'une des revendications précédentes, caractérisés en ce que les parois des encoches sont dotées d'engrenages (26) ou d'autres profilages ou structures.
  6. Profilés supports selon l'une des revendications 1 à 5, caractérisés en ce que les étais (4, 13, 16, 18) sont dotés, dans la zone d'engrenage dans l'encoche (19) et à côté de la bordure d'encoche, de fentes (27) s'étirant sur la longueur de l'étai, de cavités (28) agencées avec un espace entre elles, d'une rangée d'alésages ou d'une rangée de conduits estampés.
  7. Profilés supports selon l'une des revendications précédentes, caractérisés en ce que les étais (4, 13, 16, 18) sont dotés, dans la zone d'engrenage dans l'encoche (19) d'une matière rugueuse (30), d'un moletage, d'un engrenage ou d'un profilage en forme de vagues s'étirant de manière transversale par rapport à la direction longitudinale des étais.
  8. Profilés supports selon l'une des revendications précédentes, caractérisés en ce qu'une encoche hélicoïdale destinée aux vis de fixation d'une nervure couvre-joint (8) s'appuyant sur des bords discoïdaux est prévue entre les encoches d'ancrage (5) pour les nervures d'étanchéité (6).
  9. Profilés supports selon la revendication 9, caractérisés en ce que les étais sont dotés d'enfoncements triangulaires ou circulaires ou d'enfoncements d'une autre forme géométrique.
  10. Profilés supports selon l'une des revendications précédentes, caractérisés en ce qu'une bordure de délimitation longitudinale de l'étai s'étire en ligne droite et l'autre bordure de délimitation longitudinale s'étire parallèlement à la première ou bien selon une ligne droite inclinée ou selon un autre contour géométrique.
EP99105647.4A 1998-04-21 1999-03-19 Profilés support pour façades en forme de montant/traverse, auvents, galeries de toit ou analogues Expired - Lifetime EP0952270B2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DK99105647T DK0952270T3 (da) 1998-04-21 1999-03-19 Bæreprofil til stolpe-sprosse-facader, baldakiner, gallerier og lignende

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19817708A DE19817708A1 (de) 1998-04-21 1998-04-21 Tragprofile für Riegel-Pfosten-Fassaden, Vordächer, Galerien o. dgl.
DE19817708 1998-04-21

Publications (4)

Publication Number Publication Date
EP0952270A2 EP0952270A2 (fr) 1999-10-27
EP0952270A3 EP0952270A3 (fr) 2000-12-27
EP0952270B1 EP0952270B1 (fr) 2004-10-13
EP0952270B2 true EP0952270B2 (fr) 2013-09-11

Family

ID=7865268

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99105647.4A Expired - Lifetime EP0952270B2 (fr) 1998-04-21 1999-03-19 Profilés support pour façades en forme de montant/traverse, auvents, galeries de toit ou analogues

Country Status (7)

Country Link
EP (1) EP0952270B2 (fr)
AT (1) ATE279606T1 (fr)
DE (3) DE29825152U1 (fr)
DK (1) DK0952270T3 (fr)
ES (1) ES2227919T3 (fr)
PL (1) PL201509B1 (fr)
RU (1) RU2237788C2 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10030076B4 (de) * 2000-06-19 2010-01-28 Sommer Metallbau-Stahlbau Gmbh & Co. Kg Vorrichtung zur Halterung von Fassadenteilen
DE10200754B4 (de) * 2002-01-10 2021-06-24 Gudrun Woschko Zweiteiliges Metallprofil
EP1653022A1 (fr) * 2004-10-18 2006-05-03 Renovision, Ingenieurgesellschaft für Fenster und Fassade mbh Profilé pour ossature de support
DE102005048243A1 (de) * 2005-10-07 2007-04-19 Thyssenkrupp Steel Ag Profilelement und Verwendungen eines solchen Profilelements
RU2361984C1 (ru) * 2008-01-21 2009-07-20 Александр Арнольдович Мищенко Стеклопанель для заполнения проемов фасадных систем
DE102008031553A1 (de) * 2008-07-07 2010-01-14 Thyssenkrupp Steel Ag Profil und unter Verwendung eines solchen Profils hergestelltes Lagerregal
DE202015105071U1 (de) * 2015-09-25 2016-12-28 Raico Bautechnik Gmbh Tragprofil und Tragkonstruktionen mit einem derartigen Tragprofil
RU186147U1 (ru) * 2018-08-06 2019-01-11 Валерий Иванович Шуляк Монтажный узел декоративного навесного фасада

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DE2559599A1 (de) † 1975-11-25 1977-08-25 Fuchs Kg Otto Verfahren und ziehdorn zum herstellen eines waermegedaemmten verbundprofils, insbesondere fuer fenster, tueren und fassaden
DE3501233A1 (de) † 1985-01-16 1986-07-17 IsKoAl Firmengruppe für Fenster- und Türsysteme GmbH, 3167 Burgdorf Verfahren zur herstellung eines mehrteiligen profilrahmens
EP0260224A1 (fr) † 1986-09-04 1988-03-16 Alusuisse-Lonza Services Ag Appareil pour rouler la zone de jonction d'un profil composite

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DE893858C (de) * 1949-01-31 1953-10-19 Hans Twerenbold Kittlose Dachverglasung
US3256671A (en) * 1962-09-13 1966-06-21 Mc Graw Edison Co Elongated rigid structure
DE3222773A1 (de) * 1982-06-18 1984-04-05 Rummer & Co -GmbH & Co KG-, 8000 München Profilsystem zum kittlosen befestigen von glasscheiben fuer daecher
NO156505C (no) * 1985-01-31 1987-09-30 Johannes Gunnarshaug Varmesystem for bygninger, med en plateformet solfanger.
ATE162588T1 (de) * 1990-09-25 1998-02-15 Lingemann Helmut Gmbh & Co Verbindungsvorrichtung für eine sprossenkreuzkonstruktion
DE19622759A1 (de) * 1995-12-14 1997-06-19 Niemeier Ralf Metallprofil

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Publication number Priority date Publication date Assignee Title
DE448116C (de) † 1926-02-17 1927-08-05 Eisen U Stahlwerk Hoesch Akt G Herstellung von breitflanschigen I-, T- und aehnlichen Profilen
DE2559599A1 (de) † 1975-11-25 1977-08-25 Fuchs Kg Otto Verfahren und ziehdorn zum herstellen eines waermegedaemmten verbundprofils, insbesondere fuer fenster, tueren und fassaden
DE3501233A1 (de) † 1985-01-16 1986-07-17 IsKoAl Firmengruppe für Fenster- und Türsysteme GmbH, 3167 Burgdorf Verfahren zur herstellung eines mehrteiligen profilrahmens
EP0260224A1 (fr) † 1986-09-04 1988-03-16 Alusuisse-Lonza Services Ag Appareil pour rouler la zone de jonction d'un profil composite

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DE59910795D1 (de) 2004-11-18
PL332615A1 (en) 1999-10-25
EP0952270A2 (fr) 1999-10-27
DE19817708A1 (de) 1999-10-28
DK0952270T3 (da) 2005-01-03
ATE279606T1 (de) 2004-10-15
RU2237788C2 (ru) 2004-10-10
EP0952270A3 (fr) 2000-12-27
ES2227919T3 (es) 2005-04-01
EP0952270B1 (fr) 2004-10-13
PL201509B1 (pl) 2009-04-30
DE29825152U1 (de) 2005-08-04

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