EP0638758A2 - Profile de tôle avec rainure - Google Patents

Profile de tôle avec rainure Download PDF

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Publication number
EP0638758A2
EP0638758A2 EP94112239A EP94112239A EP0638758A2 EP 0638758 A2 EP0638758 A2 EP 0638758A2 EP 94112239 A EP94112239 A EP 94112239A EP 94112239 A EP94112239 A EP 94112239A EP 0638758 A2 EP0638758 A2 EP 0638758A2
Authority
EP
European Patent Office
Prior art keywords
sheet metal
beads
bead
double
metal profile
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
EP94112239A
Other languages
German (de)
English (en)
Other versions
EP0638758A3 (fr
EP0638758B1 (fr
Inventor
Jean Knauf Alfons
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 profile part with at least one bead.
  • Beads are used in a variety of forms for sheet metal profile parts for stiffening. They increase the stiffness of the sheet metal profile parts and therefore allow the use of relatively thin sheet metal without an inadmissible reduction in the stiffness of the sheet metal profile part.
  • Beading is pressed or rolled as straight or curved channels in essentially flat sheet metal surfaces. This forming takes place without a significant change in the sheet thickness. The beads formed in this way are each arched out of a sheet metal side.
  • the object of the invention is therefore to design a sheet-metal profile part of the type mentioned at the outset in such a way that an increased stiffening effect compared to conventional beads is achieved by using beads, without the disadvantages mentioned occurring.
  • This object is achieved in that two parallel beads forming a double bead are deformed in opposite directions from the plane of the sheet and that the two beads merge directly into one another in a transition area rising from one bead to the other bead.
  • these double beads result in a substantially greater stiffening effect than two beads of equal size which are spaced apart from one another. It can be assumed that the immediate transition between the two individual beads, which together form the double bead, i.e. the avoidance of a sheet metal strip lying between the two beads and extending in the sheet metal plane makes a significant contribution to the increased stiffening effect which occurs in a surprising manner.
  • the adjacent sheet metal material is not or only very little drawn into the bead area in the transverse direction during the forming process, so that disruptive deformations of the sheet metal profile part are avoided.
  • the double bead preferably runs in the longitudinal direction of an elongated sheet-metal profile part in a flat profile area.
  • the double beads according to the invention provide a particularly good stiffening effect for the sheet metal profile part if the double bead runs in a flat profile area, that is, if flat sheet metal surfaces are connected on both sides of the double bead, for example the web surface of a U or C Profiles. It is also particularly important here that the double beads run in the longitudinal direction of the profile, because this - with simple manufacture - improves the typical properties of an elongated sheet profile part (rail), such as bending strength and kink resistance.
  • the double bead has an approximately S-shaped cross section. This avoids sharp edges or small radii of curvature.
  • the double bead is approximately Z-shaped in cross section. This results in a particularly good stiffening effect.
  • the C-rail shown in FIG. 1 as an example of a sheet-metal profile part has a web surface 1, side surfaces 2 angled therefrom and in turn flange surfaces 3 angled inward thereof. Within the web surface 1 are two at a distance and parallel to each other Double beads 4 arranged. A longitudinal double bead 4 is arranged within each of the two side surfaces 2. Flat profile areas of the web surface 1 and the side surfaces 2 are located on both sides of the double beads 4.
  • each double bead 4 has two impact beads 5, which are deformed in opposite directions from the sheet plane of the web surface 1 (and in a corresponding manner from the web surface of the side surfaces 2).
  • the two individual beads 5 merge into one another in a transition region 7 which rises continuously from one bead 5 to the other bead 6.
  • the transition region 7 runs continuously at an increasing angle to the sheet metal plane.
  • the double bead 4 shown in FIG. 2 and used in the sheet metal profile part according to FIG. 1 is designed with relatively large radii of curvature and is therefore approximately S-shaped in cross section.
  • the double beads 4 ' which are used in the C-profile rail according to FIG. 3 and are shown in an enlarged cross section in FIG. 4, are shaped in a Z-shaped cross section.
  • Each of the two individual beads 5 'and 6', which form the double bead 4 ' consist of a bead strip 5a' or 6a 'which is angled approximately at right angles from the surrounding sheet metal surface, for example the web surface 1, and a flat transition region which extends approximately rectilinearly therebetween 7 ', which in turn extends at an angle to the plane of the surrounding surface 1.
  • the radii of curvature at the transitions are made relatively small.
  • FIG. 5 shows an exemplary embodiment of a U-shaped rail, in which two longitudinal beads 4 ′ of the cross-sectional configuration shown in FIG. 4 are provided in the web surface 1 as well as in the side surfaces 2.
  • FIG. 6 also shows a U-shaped rail, each with two double beads 4 in the web surface 1 and in the side surfaces 2, the double beads 4 having, for example, the cross-sectional shape according to FIG. 2.
  • the double beads 4 are also arranged in the transverse direction of the U profile rail for further stiffening of the U profile rail.
  • the transverse double bead 4 shown there extends from the side walls 2 around the profile edges 8 formed between the adjacent profile walls 1, 2 and into the web surface.
  • these transverse beads are only interrupted in the web surface by the longitudinal transverse beads 4.
  • the transverse double beads 4 consist of bead sections 4a running at a distance from one another and aligned with one another.
  • the design of the transverse double beads 4 can also be selected so that a bead section aligned therewith is spaced apart from a bead section which is guided around a profile edge 8.
  • FIGS. 8 and 9 show a further exemplary embodiment of a sheet-metal profile part stiffened with double beads 4, namely a U-shaped cross connector 9, which is used to connect intersecting profile rails, for example C-profile rails 10, 11.
  • the cross connector 9 has two U-legs connected by a web center piece 12 and angled at right angles thereto 13 on. Lateral incisions 14 on the U-legs serve to accommodate the flange surfaces of the C-shaped rail 11 shown in FIGS. 8 and 9 below.
  • the two double beads 4 run parallel and at a distance from one another from one U-leg 13 via the web center piece 12 into the second U-leg 13 and bring about a considerable stiffening of the cross connector 9 without a substantial increase in thickness.
  • the cross connector 9 can therefore be made of relatively thin sheet metal.
  • 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.
  • obliquely rising stiffening beads 20 are provided. These can be designed as simple beads or again as double beads, for example according to FIG. 2.
  • Fig. 11 clearly shows the cross-sectional design of the vertical surface part 15 with the double beads 4 molded therein.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Absorbent Articles And Supports Therefor (AREA)
  • Body Structure For Vehicles (AREA)
  • Particle Accelerators (AREA)
  • Catching Or Destruction (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)
  • Finishing Walls (AREA)
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
DE4327252A DE4327252A1 (de) 1993-08-13 1993-08-13 Blechprofilteil mit Sicke
DE4327252 1993-08-13

Publications (3)

Publication Number Publication Date
EP0638758A2 true EP0638758A2 (fr) 1995-02-15
EP0638758A3 EP0638758A3 (fr) 1995-07-12
EP0638758B1 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 (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997023694A1 (fr) * 1995-12-22 1997-07-03 Banro Holdings Plc Profile de construction
EP0798505A1 (fr) * 1996-03-28 1997-10-01 HILTI Aktiengesellschaft Rail de montage
WO2002006600A1 (fr) * 2000-07-18 2002-01-24 Richter-System Gmbh & Co. Kg Profile support
EP1271736A1 (fr) * 2001-06-21 2003-01-02 Keller Lichtsysteme GmbH Rail d'installation encastré et élément porteur de couvercle pour celui ci
FR2876929A1 (fr) * 2004-10-27 2006-04-28 Renault Sas Procede de fabrication d'une piece metallique a tres haute limite elastique, notamment en acier, et piece correspondante
WO2011020093A3 (fr) * 2009-08-14 2011-07-28 Dmfcwbs, Llc Elément d'ossature structural amélioré
EP2116658A3 (fr) * 2008-05-06 2011-10-12 Gian Siro Lupato Profilés et cadres métalliques pour l'habillage avec des panneaux
EP2551419A1 (fr) * 2011-07-26 2013-01-30 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.
US9963298B2 (en) 2015-07-29 2018-05-08 Keith Manufacturing Co. All-steel reciprocating floor slat system
US9969559B2 (en) 2015-07-29 2018-05-15 Keith Manufacturing Co. Attachment plate for 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

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19740101A1 (de) * 1997-09-12 1999-03-18 Volkswagen Ag Längsprofil zur Halterung eines Anbauteils
DE102004055003A1 (de) * 2004-11-15 2006-05-24 Welser Profile Ag Verfahren zum Herstellen eines Blechprofils
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

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH406583A (fr) * 1963-04-11 1966-01-31 Joseph Bar Robert Raymond Profilé métallique
WO1985005141A1 (fr) * 1984-04-30 1985-11-21 Aulis Lundell Oy Montant de cloison
DE3442355C1 (de) * 1984-11-20 1986-01-02 Richter-System GmbH & Co KG, 6103 Griesheim Blechprofil für Unterdeckenträger, Ständer u. dgl.
GB2164966A (en) * 1984-08-14 1986-04-03 Rose Sections Limited Edward Structural member

Family Cites Families (4)

* 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.
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH406583A (fr) * 1963-04-11 1966-01-31 Joseph Bar Robert Raymond Profilé métallique
WO1985005141A1 (fr) * 1984-04-30 1985-11-21 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 (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997023694A1 (fr) * 1995-12-22 1997-07-03 Banro Holdings Plc Profile de construction
EP0798505A1 (fr) * 1996-03-28 1997-10-01 HILTI Aktiengesellschaft Rail de montage
US5927041A (en) * 1996-03-28 1999-07-27 Hilti Aktiengesellschaft Mounting rail
WO2002006600A1 (fr) * 2000-07-18 2002-01-24 Richter-System Gmbh & Co. Kg Profile support
EP1271736A1 (fr) * 2001-06-21 2003-01-02 Keller Lichtsysteme GmbH Rail d'installation encastré et élément porteur de couvercle pour celui ci
FR2876929A1 (fr) * 2004-10-27 2006-04-28 Renault Sas Procede de fabrication d'une piece metallique a tres haute limite elastique, notamment en acier, et piece correspondante
EP2116658A3 (fr) * 2008-05-06 2011-10-12 Gian Siro Lupato Profilés et cadres métalliques pour l'habillage avec des panneaux
US9010070B2 (en) 2009-08-14 2015-04-21 Clarkwestern Dietrich Building Systems Llc Structural framing member
WO2011020093A3 (fr) * 2009-08-14 2011-07-28 Dmfcwbs, Llc Elément d'ossature structural amélioré
EP2551419A1 (fr) * 2011-07-26 2013-01-30 Giuseppe Cipriani Elément de liaison pour un faux plafond et procédé d'installation associé
WO2013014552A1 (fr) * 2011-07-26 2013-01-31 Giuseppe Cipriani Article de liaison pour un cadre de support d'un faux plafond
AT514809B1 (de) * 2014-01-15 2015-04-15 Robert Peer Unterdecke, welche ein Trageprofil und daran eingehängte Paneele aufweist
AT514809A4 (de) * 2014-01-15 2015-04-15 Robert Peer Unterdecke, welche ein Trageprofil und daran eingehängte Paneele aufweist
AT515381A3 (de) * 2014-01-15 2016-01-15 Robert Peer Unterdecke, welche ein Trageprofil und daran eingehängte Paneele aufweist
AT515381B1 (de) * 2014-01-15 2016-02-15 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.
US9963298B2 (en) 2015-07-29 2018-05-08 Keith Manufacturing Co. All-steel reciprocating floor slat system
US9969559B2 (en) 2015-07-29 2018-05-15 Keith Manufacturing Co. Attachment plate for all-steel reciprocating floor slat system
US10112779B2 (en) 2015-07-29 2018-10-30 Keith Manufacturing Co. All-steel reciprocating floor slat system
US10124962B2 (en) 2015-07-29 2018-11-13 Keith Manufacturing Co. Attachment plate for 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
US20220333373A1 (en) * 2021-01-11 2022-10-20 Pillar Patent Holdings Llc Waterproofing and safety-increasing prefabricated building framing system and method
US11866933B2 (en) * 2021-01-11 2024-01-09 Plllar Patent Holdings Llc Waterproofing and safety-increasing prefabricated building framing system and method

Also Published As

Publication number Publication date
GR3029325T3 (en) 1999-05-28
EP0638758A3 (fr) 1995-07-12
DE4327252A1 (de) 1995-02-16
DE59407328D1 (de) 1999-01-07
ES2124820T3 (es) 1999-02-16
DK0638758T3 (da) 1999-08-09
EP0638758B1 (fr) 1998-11-25
ATE173806T1 (de) 1998-12-15

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