EP0952270B1 - 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
EP0952270B1
EP0952270B1 EP99105647A EP99105647A EP0952270B1 EP 0952270 B1 EP0952270 B1 EP 0952270B1 EP 99105647 A EP99105647 A EP 99105647A EP 99105647 A EP99105647 A EP 99105647A EP 0952270 B1 EP0952270 B1 EP 0952270B1
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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
EP99105647A
Other languages
German (de)
English (en)
Other versions
EP0952270B2 (fr
EP0952270A3 (fr
EP0952270A2 (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
Original Assignee
Schueco International 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
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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
Application granted granted Critical
Publication of EP0952270B1 publication Critical patent/EP0952270B1/fr
Publication of EP0952270B2 publication Critical patent/EP0952270B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D39/00Application of procedures in order to connect objects or parts, e.g. coating with sheet metal otherwise than by plating; Tube expanders
    • B21D39/03Application 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
    • B21D39/038Perpendicular plate connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof 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
    • E04D3/06Roof 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
    • E04D3/08Roof 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0434Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/046L- or T-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof 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
    • E04D3/06Roof 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
    • E04D3/08Roof 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
    • E04D2003/0818Roof 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof 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
    • E04D3/06Roof 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
    • E04D3/08Roof 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
    • E04D2003/0818Roof 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
    • E04D2003/0837Sections comprising intermediate parts of insulating material

Definitions

  • the invention relates to support profiles for transom-post facades, canopies, Galleries or the like with at least one belt and at least one connected to it Web.
  • support profiles composed of individual components, in which the individual components connected to one another in particular by thermal welding processes become. This creates weld seams that resemble high-quality facades interfere with the surface treatment of the support profiles.
  • the individual components of the support profiles are made of aluminum and these components have undergone an anodized surface treatment can be used for connection the components a thermal welding process or another thermal The method cannot be used because there are large color differences in the area of would result in heat-stressed zones.
  • a support profile with the features a to c1 is known from DE 196 22 759 A1.
  • the known from this document support profile has a belt and a web, one Groove or groove in the belt, which serves to hold the web, by changing the structure Material forming after the production of the belt itself is created. thereto is problematic that the effort to create the groove is relatively high because after the production of the profile only with a further step must become.
  • the invention has the task of the support profile in such a way that it compared to the prior art in is easier to manufacture, with production-related deformations in the area of the good should be reduced.
  • the disadvantages of the prior art are avoided with the invention because the The groove is simply manufactured by extruding the belt with extrusion. additional the belt of the invention also for its use in facade construction and the like. in advantageously also a groove for receiving a sealing strip.
  • the web with the belt by a slight press fit and by being molded onto the web in the area of the free groove edge Belt material connected.
  • connection of the webs to the belts can be done in a continuous process by pressing with a chisel or by molding using rotating rollers be made. This is caused by pressing belt material on the bridge is cold welded between the belt under relatively high pressures material and the bridge.
  • connection according to the invention between the belts and the webs for formation of support profiles can be used to create various support profiles in which the Web thickness and the formation of the groove for receiving the longitudinal edges of the webs agree is designed, a kit from webs of different shapes and be formed from straps of different dimensions. Form the webs and straps plate-shaped components that are easier to connect to a support profile and can be processed rationally.
  • the webs can be made of light metal, Be made of plastic or steel.
  • a support profile 1 is shown for a transom-post facade, which as Double T profile is formed and is composed of belts 2, 3 and a web 4.
  • the belt 2 is designed as an extruded aluminum profile, the Cross-sectional contour in FIGS. 4, 5 and 6 can be seen more clearly.
  • the belt 2 has anchoring grooves 5 for fixing glazing seals 6 and is equipped with a screw groove 7, in the fastening screws for Fixing a cover strip 8 are screwed.
  • the screw groove 7 takes on a plastic profile 9, so that the Screw groove together with the plastic profile over the entire thickness of the insulating glazing 10 extends.
  • the web 4 has a series of circular ones Openings 11 on.
  • a support profile 12 is shown, the web 13 with triangular Openings 14 is equipped. These are triangular openings alternately staggered.
  • a support profile 15 is shown, in which the web 16 is trapezoidal is.
  • the Openings 17 of the web 16 are in size and shape of the contour Side view of the web adapted.
  • FIG. 4 shows a support profile in a double-T shape
  • FIG. 5 shows a support profile in a simple T-shape, which consists exclusively of the belt 2 and one Bridge 18 is composed.
  • connection between the web and the belts 2, 3 is achieved in that the straps with a groove 19 for receiving the longitudinal edge region 20 of the web are provided and the web with the belt by a press fit or by a cold press welding connected is.
  • a belt 2,3 which has a groove 19 for receiving a Longitudinal edge area of a web is provided.
  • the free edges of the groove 19 will be limited by marginal ridges 22, which are formed by material accumulation.
  • the material accumulations can also serve to guide the caulking tool.
  • the groove 19 is formed by edge strips 24 limited, which are formed by grooves 25 running parallel to the free groove edge.
  • the grooves 25 serve to guide a caulking tool through which the edge afford 24 to be pressed onto the web used in the groove 19.
  • FIG. 10 shows a groove 19, the walls of which Gears 26 are equipped. On the one hand, these gears bring about one Tolerance compensation when inserting the web into the groove 19 and increase on the other hand the pressures at the tips that affect the outside surface of the web in the area of the slot Act.
  • Fig. 14 shows that the webs 4,13,16,18 in the area of engagement in the groove 19 with a roughening 30, knurling, toothing running transverse to the longitudinal direction of the webs or wavy profiling. This will after Joining process between the web and the belt the shear strength in the longitudinal direction of the support profile increased between the components mentioned.
  • the openings in the webs are round and triangular shown.
  • the openings can also be any other geometrical Freeze the contour.

Landscapes

  • 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)
  • Connection Of Plates (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)
  • Special Wing (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Wing Frames And Configurations (AREA)

Claims (11)

  1. Profilés supports 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
    c2) d'une soudure pressée à froid,
    d) 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).
  2. Profilés supports selon la revendication 1, caractérisés en ce que l'étai (4) est raccordé à la membrure par l'intermédiaire 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'étirant 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 l'une des revendications précédentes, caractérisés en ce que les étais (4, 13, 16,18) sont fabriqués comme des profilés extrudés à partir d'un alliage léger, d'une matière synthétique ou dacier.
  10. 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.
  11. 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
DE19817708 1998-04-21
DE19817708A DE19817708A1 (de) 1998-04-21 1998-04-21 Tragprofile für Riegel-Pfosten-Fassaden, Vordächer, Galerien o. dgl.

Publications (4)

Publication Number Publication Date
EP0952270A2 EP0952270A2 (fr) 1999-10-27
EP0952270A3 EP0952270A3 (fr) 2000-12-27
EP0952270B1 true EP0952270B1 (fr) 2004-10-13
EP0952270B2 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 (7)

* 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
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

Family Cites Families (9)

* Cited by examiner, † Cited by third party
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
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
DE2559599C3 (de) 1975-11-25 1981-11-12 Otto Fuchs Kg, 5882 Meinerzhagen Verfahren zum Herstellen eines wärmegedämmten Verbundprofils sowie Metallprofil und Ziehdorn zur Durchführung des Verfahrens
DE3222773A1 (de) * 1982-06-18 1984-04-05 Rummer & Co -GmbH & Co KG-, 8000 München Profilsystem zum kittlosen befestigen von glasscheiben fuer daecher
DE3501233A1 (de) 1985-01-16 1986-07-17 IsKoAl Firmengruppe für Fenster- und Türsysteme GmbH, 3167 Burgdorf Verfahren zur herstellung eines mehrteiligen profilrahmens
NO156505C (no) * 1985-01-31 1987-09-30 Johannes Gunnarshaug Varmesystem for bygninger, med en plateformet solfanger.
CH670404A5 (fr) 1986-09-04 1989-06-15 Alusuisse
DE19622759A1 (de) * 1995-12-14 1997-06-19 Niemeier Ralf Metallprofil

Also Published As

Publication number Publication date
ATE279606T1 (de) 2004-10-15
EP0952270B2 (fr) 2013-09-11
ES2227919T3 (es) 2005-04-01
DE19817708A1 (de) 1999-10-28
EP0952270A3 (fr) 2000-12-27
DE59910795D1 (de) 2004-11-18
EP0952270A2 (fr) 1999-10-27
PL332615A1 (en) 1999-10-25
DK0952270T3 (da) 2005-01-03
DE29825152U1 (de) 2005-08-04
PL201509B1 (pl) 2009-04-30
RU2237788C2 (ru) 2004-10-10

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