EP1508654A1 - Profilé creux pour attacher des objets - Google Patents

Profilé creux pour attacher des objets Download PDF

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Publication number
EP1508654A1
EP1508654A1 EP04103823A EP04103823A EP1508654A1 EP 1508654 A1 EP1508654 A1 EP 1508654A1 EP 04103823 A EP04103823 A EP 04103823A EP 04103823 A EP04103823 A EP 04103823A EP 1508654 A1 EP1508654 A1 EP 1508654A1
Authority
EP
European Patent Office
Prior art keywords
hollow profile
side walls
bead
walls
section
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
EP04103823A
Other languages
German (de)
English (en)
Other versions
EP1508654B1 (fr
Inventor
Stefan Unverzagt
Ulrich Birnbaum
Adrian Steingruber
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.)
Hilti AG
Original Assignee
Hilti AG
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 Hilti AG filed Critical Hilti AG
Publication of EP1508654A1 publication Critical patent/EP1508654A1/fr
Application granted granted Critical
Publication of EP1508654B1 publication Critical patent/EP1508654B1/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
    • 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
    • E04C2003/043—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 hollow cross-section comprising at least one enclosed cavity
    • 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
    • E04C2003/0465—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 square- or rectangular-shaped

Definitions

  • the invention relates to a at least one sheet material with a material thickness (w) shaped elongated hollow profile for fastening objects, in particular a hollow profile a mounting system, with two spaced apart and in the longitudinal direction of the Hollow profiles extending first side walls and two spaced apart, in Substantially perpendicular to the planes spanned by the first side walls Be, aligned and extending in the longitudinal direction of the hollow profile second side walls.
  • the first side walls and the second side walls essentially form one rectangular cross-section.
  • the hollow profile has at least one bead for guidance a connecting element, wherein the at least one bead of two substantially parallel in the longitudinal direction of the hollow profile extending bead walls and a bead bottom is formed.
  • elongated hollow profiles of the type mentioned above for example by means of threaded rods Set objects or other profiles on the hollow profile.
  • this has recesses or beads, in which a connection element can be guided guided on the hollow profile.
  • this is for example one or more manufactured sheet-metal parts.
  • a disadvantage of the known solution is that such hollow profiles a low torsional stiffness have and thus are limited in the application.
  • the bead in the Cross-section in the known hollow profiles either a trapezoidal configuration, in and across the longitudinal direction of the hollow profile only a small guide a connection element guaranteed, or the bead has a rectangular configuration, although ensures the leadership of a connection element, but the torsional stiffness of the hollow profile additionally reduced.
  • the object of the invention is a folded from at least one sheet material hollow profile to create, which has a high torsional stiffness and a low weight and the guidance of a connection element in and across the longitudinal direction of the hollow profile guaranteed.
  • the at least one bead on the hollow profile of at least one of second side walls are formed, which have a substantially U-shaped cross-section with two Has Abwinklungs Symposiume.
  • Form the two legs of the U-shaped cross section the bead walls of the at least one bead in the form of longitudinal webs.
  • the one, the two Leg connecting portion of the U-shaped cross section forms the bottom of the bead at least one bead.
  • Each bending area between the bottom of the bead and the one that Corner walls forming longitudinal webs is in each case flat on a receiving area of the first side walls.
  • the substantially U-shaped second side wall is a U-shaped configured Beading created in which a tether, z. B. for the connection of one or more other hollow sections or other parts, such as consoles, on the hollow profile, is guided in and across the longitudinal direction of the hollow profile. Because the at least one second side wall rests on the receiving areas of the first side walls, is the rectangular Design of the cross section of the hollow profile is not affected by the bead, so that the inventive hollow profile over the known embodiments of such hollow profiles has a high torsional resistance.
  • the Abwinklungs Clube between the bead bottom and the bead walls of the second Side wall are completely at the receiving areas of the first side walls and in the Essentially without a distance to each other at this.
  • Under the bend area is understood the length of the second side wall, which between the tangent to the Turning radius adjacent formed as a bead walls longitudinal webs and the bead bottom lies.
  • the flat support allows an improved force transmission than it does at a linear or punctiform edition is given.
  • the inventive Hollow profile may further be based on the X-axis of the cross section vertically or horizontally aligned with its static properties the known solutions is more advantageous.
  • the bending area is onion-shaped at the reception area. A sliding out of the supported surface from the supporting Surface is due to the configuration of the receiving area of the first side wall and due to the surface contact between the Abwinklungs Scheme and the receiving area prevented.
  • the hollow profile according to the invention is preferably folded from a sheet steel and on its free edges, for example with a longitudinal seam, to create the closed Hollow profiles welded or soldered. Another way to connect the free Edges are adhesive joints. If the hollow profile, for example, different Material properties of the first and second side walls, may be for the first Side walls a different starting material than for the second side walls to manufacture of the hollow profile, the free edges of juxtaposed sections, or side walls are connected to each other.
  • the hollow profile has two beads, wherein the beads of the two second Sidewalls are formed.
  • Both second side walls have a substantially U-shaped cross-section with two angled sections.
  • Each of the first side walls has two, at a distance from each other spaced receiving areas for planar Placement of Abwinklungs Schemee the second side walls.
  • This will be an axisymmetric Hollow profile created in particular in a mounting system a variety alignments of the hollow profile and thus its possible applications.
  • the bead walls forming longitudinal webs on at least one side bearing areas the lie flat against the contact areas of the first side walls.
  • the bead wall forming Longitudinal ridge of the second side wall is doubled by the folding.
  • This leg of the U-shaped second side wall forms a longitudinal direction of the hollow profile extending longitudinal ridge, which has a thickness of about twice the material thickness of having sheet material.
  • the bending area and the adjacent supporting areas lie onion-shaped cup on the receiving area. In this embodiment a sliding out of the supported surface from the supporting surface even at higher loads largely prevented.
  • the bead walls forming longitudinal webs each outwardly directed transverse webs are formed, which are substantially parallel to the Laying planes, which are spanned by the bottom of the bead.
  • These crossbars serve in particular the support of the hollow profile according to the invention on intersecting hollow profiles or other carriers, or for supporting the inventive hollow profile on a surface.
  • the crossbars create, compared to a line edition of the Longitudinal webs an enlarged bearing surface, which, for example, the line or point load reduced at the contact points of the storage of the hollow profile.
  • the hollow profile with deep beads and correspondingly high bead walls, respectively Thighs of the U-shaped second sidewall can stand up at high loads of the hollow profile buckle the legs of the U-shaped second side wall under the load.
  • the thickness of the transverse webs preferably corresponds to two to six times the material thickness.
  • the torsional forces to be absorbed by the hollow profile according to the invention become substantially from the rectangular cross section of the hollow profile and the contact areas taken over between the first and second side walls, so that the thickness of the transverse webs in addition to the preferred double material thickness also a greater value than that Mass may have twice the material thickness.
  • At least one of the second side walls of the hollow profile has a plurality of recesses for performing a fastener.
  • These recesses are preferably Equally designed, at a regular distance and at both, each other arranged opposite the second side walls.
  • the second side walls are based so on the first side walls, so that at a strain of, through this Recesses guided fastener the second side walls only slightly deform.
  • At least one of the first side walls of the hollow profile has a plurality of recesses for performing a fastener.
  • These recesses are preferably the same design, at a regular distance and at both, each other arranged opposite the first side walls.
  • the first side walls are based so on the second side walls from that at a strain of, through this Recesses guided fastener the first side walls only slightly deform.
  • the distance from the free end of the first crosspiece corresponds to the free end of the second crosspiece about the distance between the receiving areas one of the first side walls.
  • At least one of the first side walls has at least one further, in Longitudinal direction of the hollow profile extending bead.
  • the width of this bead preferably corresponds the width of the bead formed by the second side wall. So that can an embodiment of a connection element on all four outer sides of the inventive Hollow profiles are arranged.
  • Fig. 1 shows a cross section of a first embodiment of the inventive Hollow profile.
  • the hollow profile 1 is made of a flat sheet material with a constant material thickness made w, the free edges of the sheet-like sheet material z. B. with a Weld 10 are connected together.
  • the hollow profile 1 has two to each other spaced and extending in the longitudinal direction L of the hollow section 1 first side walls. 2 and two spaced-apart, perpendicular to the plane passing through the first side walls 2 is spanned, second side walls 3.
  • the first side walls 2 and the second Side walls 3 form a rectangular cross-section with the width b and the height h out.
  • the static properties of the hollow profile 1 result essentially by these dimensions of the hollow profile. 1
  • the U-shaped cross section of the second side walls 3 By means of the U-shaped cross section of the second side walls 3 are two beads 4 at formed the hollow profile 1.
  • the legs of the U-shaped cross section form in the longitudinal direction L of the hollow section 1 extending longitudinal webs 5, which serve as a bead walls.
  • the one who two legs of the U-shaped cross-section connecting portion of the second side walls 3 forms the bead bottom 6.
  • the longitudinal webs 5 each have a thickness d which corresponds to the double material thickness w.
  • the beads 4 are identical and have a greater inner width bs than the outer width b of the hollow profile 1.
  • the inner one Width bs is determined by the maximum width B, which should have the hollow profile 1.
  • the depth ts of the beads 4 is corresponding to the maximum height H, which have the hollow profile 1 should, and the required leadership properties for a, to be connected to the hollow section 1 Tying element determined.
  • each two receiving areas 7 are formed in which the second side walls 3 with their angled regions 8 between the bead walls, or longitudinal webs 5 and the bead bottom 6 abut completely flat.
  • the second side walls 3 due to the support of the Abwinklungs Schemee 8 in the receiving areas 7 only deform negligibly. Even with a load on the hollow section 1 in the direction of the Y-axis reduces the full area contact between the receiving areas 7 and the Abwinklungs Symposiumen 8 shows a substantial deformation of the first side walls 2.
  • each have an additional bead 9 is formed whose width bt preferably corresponds to the inner width bs of the beads 4.
  • the beads 9 have a depth t on, which corresponds approximately to the material thickness w.
  • FIG. 2 A second embodiment of the hollow profile 11 according to the invention is shown in FIG. 2 in FIG Perspective view and in Fig. 3 in cross section along the line III-III in Fig. 2 shown.
  • the hollow section 11 like the hollow profile 1 of the first embodiment, has two first ones Side walls 12 and two second side walls 13, wherein the second side walls 13th each having a U-shaped cross section for the configuration of two beads 14.
  • the Corrugations 14 each have in the longitudinal direction L extending, serving as a bead walls longitudinal webs 15 and a bead bottom 16 on.
  • End of the longitudinal webs 15 are outwardly directed transverse webs 20 which are parallel extend to the planes which are spanned by the bead bottom 16.
  • the fat p of the transverse webs 20 corresponds approximately to twice the material thickness w.
  • each have an additional bead 19 is formed in the Sick bottom more recesses 21 for carrying a fastener, such as for example, to carry out a threaded rod, are provided.
  • the second Side walls 13 have in the bead bottom 16 forming portion a plurality of recesses 22 for performing a fastener on.
  • the recesses 21 and 22 are preferably of the same design and in a predetermined grid in the longitudinal direction L of Hollow sections 11 arranged.
  • the width Bo the distance from the free end of a transverse web 20 to the free end of the another transverse web 20, corresponds to the distance A between the outer edges 23 of the receiving areas 17 of the first side walls 12.
  • FIG. 4 shows an enlarged detail section in the region D of a variant of that shown in FIG Crosspiece.
  • the cross bar 31 has a thickness q, which is four times the material thickness w corresponds.
  • the configuration of the transverse web 31 is of the overall dimensions of the hollow section 11 and can be varied accordingly.
  • the receiving area 37 is essentially Z-shaped and comprises a turning area 41 and then a first investment area 42 which is parallel to, the bead wall forming longitudinal ridge 35 runs, and then a second Investment area 43 which is parallel to the bead bottom 36.
  • the bearing areas 44 and 45 which at the first investment area 42 and second investment area 43 lie completely flat.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Body Structure For Vehicles (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Clamps And Clips (AREA)
  • Connection Of Plates (AREA)
  • Absorbent Articles And Supports Therefor (AREA)
EP04103823A 2003-08-16 2004-08-09 Profilé creux pour attacher des objets Expired - Lifetime EP1508654B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10337680A DE10337680A1 (de) 2003-08-16 2003-08-16 Hohlprofil zum Befestigen von Gegenständen
DE10337680 2003-08-16

Publications (2)

Publication Number Publication Date
EP1508654A1 true EP1508654A1 (fr) 2005-02-23
EP1508654B1 EP1508654B1 (fr) 2007-10-17

Family

ID=34042178

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04103823A Expired - Lifetime EP1508654B1 (fr) 2003-08-16 2004-08-09 Profilé creux pour attacher des objets

Country Status (7)

Country Link
US (1) US20050034414A1 (fr)
EP (1) EP1508654B1 (fr)
AT (1) ATE376106T1 (fr)
CA (1) CA2475886A1 (fr)
DE (2) DE10337680A1 (fr)
DK (1) DK1508654T3 (fr)
ES (1) ES2291819T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101046904B1 (ko) * 2008-03-24 2011-07-06 이비덴 가부시키가이샤 허니컴 구조체
WO2011015681A3 (fr) * 2009-08-03 2011-07-14 Ibañez Lazurtegui, S.L. Système de réalisation de poutres composites et de hourdis de constructions au moyen de profilés pliés en acier et autres matériaux unis au moyen de connecteurs ajustés dans le profilé en acier

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9386269B2 (en) * 2006-09-07 2016-07-05 Rateze Remote Mgmt Llc Presentation of data on multiple display devices using a wireless hub
NL2001367C2 (nl) * 2008-03-12 2009-09-15 Havecon Kassenbouw B V Kolomprofiel en werkwijze voor het vervaardigen daarvan.
CA2829099A1 (fr) * 2011-11-29 2013-06-06 Magna International Inc. Systeme pour monter et supporter des modules photovoltaiques
BE1020712A5 (nl) * 2012-06-15 2014-04-01 Ivo Swenters Structureel lichaam in raamwerkconstructies.
CA2857149C (fr) * 2014-07-21 2021-02-16 Mike Svenson Montant de porte pliante
WO2018056840A1 (fr) * 2016-09-20 2018-03-29 Pf Trust Services (2016) Limited Élément structural
CN108131553A (zh) * 2018-01-15 2018-06-08 江门市蓬江区欧罗富五金橡胶制品有限公司 负重梁

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3224154A (en) 1959-12-28 1965-12-21 Andrew J Toti Structural assembly construction
US3332179A (en) * 1964-09-08 1967-07-25 Andrew J Toti Canopy construction
EP0298433A2 (fr) * 1987-07-06 1989-01-11 C.O.M. Cooperativa Operai Mobilieri S.C.R.L. Cloison, en particulier pour bureaux
DE19628843A1 (de) * 1995-07-18 1997-01-30 Idealu Trennwandprofil aus gerolltem Blech mit mittiger Kehlung

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US742549A (en) * 1903-08-04 1903-10-27 Edmund Zeh Metal column, girder, or structure.
US1241281A (en) * 1916-07-19 1917-09-25 Franklin Reiss Toy building element.
US1360774A (en) * 1920-01-14 1920-11-30 Mooney Dermot Joseph Metal construction
US3977149A (en) * 1975-03-28 1976-08-31 The United States Of America As Represented By The Secretary Of The Navy Multipurpose construction panel
DE3532507A1 (de) * 1985-04-15 1987-03-19 Moeller Automation Gmbh Tragprofile fuer montageeinrichtungen, stuetzkonstruktionen und transportbaender
US5848512A (en) * 1997-07-18 1998-12-15 Conn; Douglas R. Structural member for wall assembly
DE10123906A1 (de) * 2001-05-17 2002-11-21 Hilti Ag Doppel-Schienenprofil
DE10207625A1 (de) * 2002-02-22 2003-09-04 Hilti Ag Längliches Hohlprofil zum Abhängen von Gegenständen

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3224154A (en) 1959-12-28 1965-12-21 Andrew J Toti Structural assembly construction
US3332179A (en) * 1964-09-08 1967-07-25 Andrew J Toti Canopy construction
EP0298433A2 (fr) * 1987-07-06 1989-01-11 C.O.M. Cooperativa Operai Mobilieri S.C.R.L. Cloison, en particulier pour bureaux
DE19628843A1 (de) * 1995-07-18 1997-01-30 Idealu Trennwandprofil aus gerolltem Blech mit mittiger Kehlung

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101046904B1 (ko) * 2008-03-24 2011-07-06 이비덴 가부시키가이샤 허니컴 구조체
WO2011015681A3 (fr) * 2009-08-03 2011-07-14 Ibañez Lazurtegui, S.L. Système de réalisation de poutres composites et de hourdis de constructions au moyen de profilés pliés en acier et autres matériaux unis au moyen de connecteurs ajustés dans le profilé en acier
ES2374122A1 (es) * 2009-08-03 2012-02-14 Ibáñez Lazurtegui S.L. Sistema de ejecución de vigas mixtas o viguetas de forjados de edificaciones mediante perfiles plegados de acero y otro material unidos mediante conectores conformados en perfil de acero.

Also Published As

Publication number Publication date
CA2475886A1 (fr) 2005-02-16
DE10337680A1 (de) 2005-03-17
ES2291819T3 (es) 2008-03-01
DK1508654T3 (da) 2008-02-11
DE502004005245D1 (de) 2007-11-29
EP1508654B1 (fr) 2007-10-17
ATE376106T1 (de) 2007-11-15
US20050034414A1 (en) 2005-02-17

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