EP0638758B1 - Profile de tÔle avec rainure - Google Patents

Profile de tÔle avec rainure Download PDF

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Publication number
EP0638758B1
EP0638758B1 EP94112239A EP94112239A EP0638758B1 EP 0638758 B1 EP0638758 B1 EP 0638758B1 EP 94112239 A EP94112239 A EP 94112239A EP 94112239 A EP94112239 A EP 94112239A EP 0638758 B1 EP0638758 B1 EP 0638758B1
Authority
EP
European Patent Office
Prior art keywords
sheet metal
beads
double
metal profile
bead
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
EP94112239A
Other languages
German (de)
English (en)
Other versions
EP0638758A2 (fr
EP0638758A3 (fr
Inventor
Alfons Jean Knauf
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.)
Richter System GmbH and Co KG
Original Assignee
Richter System GmbH and Co 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
Application filed by Richter System GmbH and Co KG filed Critical Richter System GmbH and Co KG
Publication of EP0638758A2 publication Critical patent/EP0638758A2/fr
Publication of EP0638758A3 publication Critical patent/EP0638758A3/fr
Application granted granted Critical
Publication of EP0638758B1 publication Critical patent/EP0638758B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
    • E04B9/12—Connections between non-parallel members of the supporting construction
    • E04B9/16—Connections between non-parallel members of the supporting construction the members lying in different planes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/18—Means for suspending the supporting construction
    • 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
    • E04C2003/0421—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 comprising one single unitary part
    • 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
    • E04C2003/0473—U- or C-shaped

Definitions

  • the invention relates to a sheet metal part with essential flat profile walls with in deformed in opposite directions from the plane of the sheet Beads.
  • Beads are used in many different ways Sheet metal parts used for stiffening. You raise the stiffness of the sheet metal profile parts and enable hence the use of relatively thin sheet metal, without an inadmissible reduction in the stiffness of the sheet metal part.
  • Beading is in the form of straight or curved channels essentially flat sheet metal surfaces pressed or rolled. This reshaping takes place without any significant change in Sheet thickness.
  • the beads formed in this way are each made of one Arched sheet metal side.
  • the object of the invention is therefore a sheet metal profile part the genus mentioned in such a way that by the use of beads relatively less Dimensions a significantly increased stiffening effect compared to conventional beads without the mentioned disadvantages occur.
  • This object is achieved in that two each in opposite directions on the Individual corrugations deform a double corrugation form and that the one bead immediately in a to on the other side rising transition section into the other bead goes over.
  • the double bead preferably runs in the longitudinal direction an elongated sheet metal part in a flat Profile area.
  • a particularly good one Stiffening effect for the sheet metal part if the Double bead runs in a flat profile area that means if the double bead is level on both sides Connect sheet metal surfaces, for example the web surface a U or C profile.
  • the double beads in the longitudinal direction of the profile run because this - with simple manufacture - just the typical properties of an elongated Sheet profile part (rail) can be significantly improved, such as bending strength and kink resistance.
  • the double bead approximately in cross section S-shaped This will have sharp edges or small radii of curvature avoided.
  • Double bead is approximately Z-shaped in cross section. This results in a particularly good one Stiffening effect.
  • a sheet metal profile part C-rail shown has a web surface 1, thereof angled side surfaces 2 and again inward angled flange surfaces 3.
  • Within the Web surface 1 are spaced apart and parallel to one another Double beads 4 arranged.
  • Within the two Side surfaces 2 are each longitudinal Double bead 4 arranged.
  • the double beads 4 on both sides are flat profile areas of the web surface 1 or Side surfaces 2.
  • each double bead 4 has two impact beads 5 on that in opposite directions from the Sheet plane of the web surface 1 (and in a corresponding manner are deformed from the web surface of the side surfaces 2).
  • the two individual beads 5 go in a transition area 7 one above the other, continuously from one bead 5 to the other bead 6 rises. In the transition area 7 there there is therefore no sheet metal section in the sheet metal plane Web surface 1 would run. the transition area 7 rather runs continuously in an increasing Angle to the sheet plane.
  • each of the two Beading 5 'and 6' which form the double bead 4 ', exist from an approximate right angle from the surrounding Sheet surface, for example the web surface 1 angled Beading strips 5a 'or 6a' and one in between approximately rectilinear planes Transition area 7 ', which in turn at an angle to Level of the surrounding surface 1 is increasing.
  • the Radii of curvature at the transitions are proportional executed small.
  • FIG. 5 shows an embodiment of a U-profile rail, in which both in the web surface 1 and in the side surfaces 2 two longitudinal ends Double beads 4 'of those shown in Fig. 4 Cross-sectional design are provided.
  • Fig. 6 also shows a U-profile rail with each two double beads 4 each in the web surface 1 and in the Side surfaces 2, the double beads 4 for example have the cross-sectional shape of FIG. 2.
  • the double beads 4 for example have the cross-sectional shape of FIG. 2.
  • several double beads 4 also in the transverse direction of the U-profile rail arranged.
  • the transverse double bead shown there runs 4 from the side walls 2 to between the adjacent profile walls 1, 2 formed profile edges 8th all the way to the bridge surface.
  • these cross beads in the web surface only through the longitudinal transverse beads 4 interrupted.
  • the cross connector 9 has two through a web center piece 12 connected U-legs, angled at right angles to it 13 on. Lateral cuts 14 serve on the U-legs to accommodate the flange surfaces of FIGS. 8 and 9 C-shaped rail 11 each shown below.
  • the two double beads 4 run parallel and at a distance to each other from the one U-leg 13 via the web center piece 12 in the second U-leg 13 through and cause a considerable stiffening of the cross connector 9 without a significant increase in thickness.
  • the cross connector 9 can therefore be made of relatively thin sheet metal will.
  • FIGS. 10 and 11 Another application example for S-shaped double beads as stiffening elements for flat, thin-walled Sheet metal profile parts is shown in FIGS. 10 and 11. It is a hanger for suspended ceilings or the like. An essentially flat, vertical one Flat part 15 of the hanger, the holes 16 for Connection with another part (not shown) of the hanger is close to its two edges provided two vertical double beads 4, the run parallel and at a distance from each other.
  • the two Double beads 4, for example in the 2 are executed, extend down into a widened Holding section 17 of the hanger, the side incisions 18 or 19 for mounting flanges of a C profile rail or a horizontal bracket having.
  • Stiffening beads 20 are provided. These can be as simple beads or again as double beads, 2, for example.
  • Fig. 11 leaves the cross-sectional design of the vertical Flat part 15 with the double beads 4 molded therein clearly recognize.

Claims (12)

  1. Profilé de tôle comportant en substance des parois (1, 2) avec des moulures (5, 6; 5', 6') ressortant du plan de la tôle, caractérisé en ce que,
    respectivement, deux moulures individuelles (5, 6; 5', 6') ressortant du plan de la tôle dans des sens opposés forment une moulure double (4, 4') et la première moulure (5, 5') se fond dans l'autre moulure (6, 6') par une section de transition (7, 7') montant directement sur l'autre face.
  2. Profilé de tôle selon la revendication 1,
    caractérisé en ce que la double moulure (4, 4') s'étend dans la direction longitudinale d'un profilé de tôle allongé, dans une zone plate du profilé.
  3. Profilé de tôle selon la revendication 1 ou 2, caractérisé en ce que la double moulure (4) a une forme approximative en S en coupe transversale.
  4. Profilé selon la revendication 1 ou 2, caractérisé en ce que la double moulure (4') a une forme approximative en Z en coupe transversale.
  5. Profilé de tôle selon la revendication 1 ou 2, caractérisé en ce que plusieurs doubles moulures (4, 4') s'étendent dans la direction longitudinale du profilé de tôle.
  6. Profilé de tôle selon l'une quelconque des revendications 1 à 5, caractérisé en ce que plusieurs doubles moulures (4, 4') s'étendent dans la direction transversale du profilé de tôle.
  7. Profilé de tôle selon la revendication 6, comportant des parois repliées l'une par rapport à l'autre, caractérisé en ce que les doubles moulures (4, 4') s'étendant dans la direction transversale sont rabattues autour des arêtes (8) formées entre des parois voisines (1, 2).
  8. Profilé de tôle selon la revendication 7, caractérisé en ce que les moulures (4) s'étendant transversalement sont constituées de sections de moulures (4a) s'étendant à distance l'une de l'autre et alignées l'une avec l'autre.
  9. Profilé de tôle selon la revendication 8, caractérisé en ce qu'une section de moulure se raccorde à distance à une section de moulure rabattue autour d'une arête (8) et s'aligne sur elle.
  10. Profilé de tôle selon la revendication 1 utilisé comme profilé en U ou en C, caractérisé en ce que des doubles moulures (4, 4') sont prévues comme moulures longitudinales ou moulures transversales.
  11. Profilé de tôle selon la revendication 1 utilisé comme raccord d'intersection en U ayant deux branches en U reliées par une barrette centrale pour raccorder des profilés, caractérisé en ce qu'au moins deux doubles moulures (4, 4') s'étendent de la première branche en U (13) à la seconde branche en U (13) via la barrette centrale (12).
  12. Profilé de tôle selon la revendication 1 utilisée comme système de suspension pour superstructures ou analogues, caractérisé en ce que deux doubles moulures(4) s'étendant verticalement sont agencées à distance l'une de l'autre dans une partie de surface verticale (15) du système de suspension.
EP94112239A 1993-08-13 1994-08-05 Profile de tÔle avec rainure Expired - Lifetime EP0638758B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4327252 1993-08-13
DE4327252A DE4327252A1 (de) 1993-08-13 1993-08-13 Blechprofilteil mit Sicke

Publications (3)

Publication Number Publication Date
EP0638758A2 EP0638758A2 (fr) 1995-02-15
EP0638758A3 EP0638758A3 (fr) 1995-07-12
EP0638758B1 true EP0638758B1 (fr) 1998-11-25

Family

ID=6495136

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94112239A Expired - Lifetime EP0638758B1 (fr) 1993-08-13 1994-08-05 Profile de tÔle avec rainure

Country Status (6)

Country Link
EP (1) EP0638758B1 (fr)
AT (1) ATE173806T1 (fr)
DE (2) DE4327252A1 (fr)
DK (1) DK0638758T3 (fr)
ES (1) ES2124820T3 (fr)
GR (1) GR3029325T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD751222S1 (en) 2010-08-16 2016-03-08 Clarkwestern Dietrich Building Systems Llc Framing member
USD751733S1 (en) 2010-08-16 2016-03-15 Clark Western Dietrich Building Systems Llc Framing member

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB9526416D0 (en) * 1995-12-22 1996-02-21 Midland Ind Holdings Ltd Structural profile
DE19612275C2 (de) * 1996-03-28 1999-04-15 Hilti Ag Montageschiene
DE19740101A1 (de) * 1997-09-12 1999-03-18 Volkswagen Ag Längsprofil zur Halterung eines Anbauteils
DE10034785A1 (de) * 2000-07-18 2002-02-07 Richter System Gmbh & Co Kg Tragprofil
DE20110280U1 (de) * 2001-06-21 2001-08-23 Keller Lichtsysteme Gmbh Unterputz-Installationsschiene
FR2876929B1 (fr) * 2004-10-27 2008-05-16 Renault Sas Procede de fabrication d'une piece metallique a tres haute limite elastique, notamment en acier, et piece correspondante
DE102004055003A1 (de) * 2004-11-15 2006-05-24 Welser Profile Ag Verfahren zum Herstellen eines Blechprofils
ITMI20080163U1 (it) * 2008-05-06 2009-11-06 Lupato Gian Siro Profilati e intelaiature metalliche per pannellature
WO2011020093A2 (fr) * 2009-08-14 2011-02-17 Dmfcwbs, Llc Elément d'ossature structural amélioré
EP2551419B1 (fr) * 2011-07-26 2021-01-27 Giuseppe Cipriani Elément de liaison pour un faux plafond et procédé d'installation associé
AT514809B1 (de) * 2014-01-15 2015-04-15 Robert Peer Unterdecke, welche ein Trageprofil und daran eingehängte Paneele aufweist
NL1041004B1 (en) * 2014-10-20 2016-10-04 Knapen Trailers B V Method for manufacturing a floor slat for use as part of a moving floor in a trailer.
US9969559B2 (en) 2015-07-29 2018-05-15 Keith Manufacturing Co. Attachment plate for all-steel reciprocating floor slat system
US20170029216A1 (en) 2015-07-29 2017-02-02 Keith Manufacturing Co. All-Steel Reciprocating Floor Slat System
US11408168B2 (en) * 2021-01-11 2022-08-09 Pillar Patent Holdings Llc Waterproofing and safety-increasing prefabricated building framing system and method

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1757320U (de) * 1957-09-12 1957-12-05 Karl Arnau U- oder c- oder diesen aehnliches profil mit sicke im steg.
FR1365339A (fr) * 1963-04-11 1964-07-03 Profils métalliques permettant de recevoir des clous
CA1008691A (en) * 1974-06-11 1977-04-19 Felix F. Laurus Sheet metal joist
SE394478B (sv) * 1974-10-16 1977-06-27 Interoc Fasad Ab Profilskena av tunnplat for anvendning sasom distanshallande, forstyvande och belastningsupptagande konstruktionselement i vermeisolerade byggnadsdelar
DE3223681A1 (de) * 1982-06-25 1983-12-29 G. Schneider Metallwerk und Verzinkerei GmbH & Co, 7000 Stuttgart Wandelement aus metall
EP0179150A1 (fr) * 1984-04-30 1986-04-30 Aulis Lundell Oy Montant de cloison
GB2164966A (en) * 1984-08-14 1986-04-03 Rose Sections Limited Edward Structural member
DE3442355C1 (de) * 1984-11-20 1986-01-02 Richter-System GmbH & Co KG, 6103 Griesheim Blechprofil für Unterdeckenträger, Ständer u. dgl.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD751222S1 (en) 2010-08-16 2016-03-08 Clarkwestern Dietrich Building Systems Llc Framing member
USD751733S1 (en) 2010-08-16 2016-03-15 Clark Western Dietrich Building Systems Llc Framing member

Also Published As

Publication number Publication date
EP0638758A2 (fr) 1995-02-15
GR3029325T3 (en) 1999-05-28
DE59407328D1 (de) 1999-01-07
EP0638758A3 (fr) 1995-07-12
ES2124820T3 (es) 1999-02-16
DK0638758T3 (da) 1999-08-09
DE4327252A1 (de) 1995-02-16
ATE173806T1 (de) 1998-12-15

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