EP1525329A2 - Leichtmetallprofil mit schnappverbindung - Google Patents

Leichtmetallprofil mit schnappverbindung

Info

Publication number
EP1525329A2
EP1525329A2 EP03755640A EP03755640A EP1525329A2 EP 1525329 A2 EP1525329 A2 EP 1525329A2 EP 03755640 A EP03755640 A EP 03755640A EP 03755640 A EP03755640 A EP 03755640A EP 1525329 A2 EP1525329 A2 EP 1525329A2
Authority
EP
European Patent Office
Prior art keywords
bead
groove
profiled member
profiles
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.)
Withdrawn
Application number
EP03755640A
Other languages
English (en)
French (fr)
Inventor
Jean Pierre Cescutti
Gaétan PASTORELLI
Jean-François STETENFELD
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.)
Constellium Extrusions France SAS
Original Assignee
Pechiney Softal SAS
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 Pechiney Softal SAS filed Critical Pechiney Softal SAS
Publication of EP1525329A2 publication Critical patent/EP1525329A2/de
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B60—VEHICLES IN GENERAL
    • B60P—VEHICLES ADAPTED FOR LOAD TRANSPORTATION OR TO TRANSPORT, TO CARRY, OR TO COMPRISE SPECIAL LOADS OR OBJECTS
    • B60P1/00—Vehicles predominantly for transporting loads and modified to facilitate loading, consolidating the load, or unloading
    • B60P1/44—Vehicles predominantly for transporting loads and modified to facilitate loading, consolidating the load, or unloading having a loading platform thereon raising the load to the level of the load-transporting element
    • B60P1/4492—Design or construction of the moving platform itself
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B62—LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
    • B62D—MOTOR VEHICLES; TRAILERS
    • B62D29/00—Superstructures, understructures, or sub-units thereof, characterised by the material thereof
    • B62D29/008—Superstructures, understructures, or sub-units thereof, characterised by the material thereof predominantly of light alloys, e.g. extruded
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B62—LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
    • B62D—MOTOR VEHICLES; TRAILERS
    • B62D33/00—Superstructures for load-carrying vehicles
    • B62D33/02—Platforms; Open load compartments
    • B62D33/023—Sideboard or tailgate structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E04B1/6129—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by expansion
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
    • 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
    • E04C2003/0426—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
    • E04C2003/0439—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 cross-section comprising open parts and hollow parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—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 extruded light alloy profiles, in particular aluminum alloy, which can be assembled laterally by clipping to one or two other profiles. These profiles are intended, in particular, for the construction of load-bearing structures, for example beams or floors of buildings or industrial or railway vehicles, or tail lifts of industrial vehicles.
  • European patent EP 0825062 (Peter Maierchtbau) describes the lateral assembly of profiles, intended in particular for the manufacture of tail lifts for trucks, comprising on one side face a longitudinal bead in relief, and on the other side face a longitudinal groove intended to receive the bead of the neighboring profile.
  • the bead is fixed in the corresponding groove by welding with filler metal.
  • the invention aims to allow the realization of load-bearing structures by lateral assembly of extruded light alloy profiles, using a simple, rapid and economical assembly technique both by the assembly time and the absence of significant investments, while ensuring high mechanical strength and perfect assembly security. Subject of the invention
  • the subject of the invention is a light alloy extruded section, able to be assembled laterally to another section, comprising either at least one longitudinal bead in relief, or at least one longitudinal groove of complementary section, either one and the other. 'other, characterized in that the section of the bead and that of the groove are conical in shape and provided with notches with a negative clearance.
  • the invention also relates to a method of lateral assembly of two profiles of this type comprising the introduction of the bead of the first profile into the groove of the second and the clipping of the two profiles by applying pressure to the right of the bead, in particular at using a press brake or roll forming machine.
  • FIG. 1 shows, in section perpendicular to the length, a tailgate floor for a truck lift using the assembly according to the invention.
  • Figure 2 shows, also in section perpendicular to the length, a profile according to the invention used in the manufacture of a beam.
  • Figure 3 shows, in enlarged view, the assembly area of two profiles according to the invention once assembled.
  • the light alloy extruded profiles according to the invention intended for large load-bearing structures are generally hollow multi-chamber profiles such as those shown in FIGS. 1 and 2. These profiles comprise, in known manner, at least one longitudinal bead (1) serving as a male part for assembly, or a groove (2), also longitudinal, serving as a female part, in which the bead enters during assembly.
  • the profiles may include one or more beads (1) and / or one or more grooves (2) depending on whether one wants to assemble them to one or two other profiles.
  • the particularity of the invention lies in the shape of the section of the bead (1) and that, complementary, of the groove (2) shown in Figure 3. Indeed, both have a conical section with a series of notches (3).
  • the slope of the cone is preferably between 5 and 20%.
  • the clearance between the bead (1) and the groove (2) is negative, that is to say that the conical section of the bead (1) is slightly wider than that of the groove (2). This negative clearance is advantageously between 2 and 10% of the width of the groove (2).
  • the bead (1) is positioned opposite the groove (2).
  • the profile carrying the notched conical groove advantageously has an approach slope, for example a lip (4) as shown in FIG. 3.
  • the pressure required for assembly must be adjusted, a pressure that is too low leading to incorrect mounting with docking and alignment faults, too high a pressure which could damage the notches (3) and therefore weaken the seizure and create play.
  • This pressure can be implemented by machines that frequently exist in metal construction workshops, such as a press brake or a roll forming machine, which most often avoids additional investments.
  • the press brake comprises an assembly table, pneumatic or hydraulic cylinders and a bar transmitting the force, which can go up to 1 ton per linear meter.
  • the assembly is carried out in advance, either with a single train of rollers, but passing twice, or with two trains of rollers.
  • the assembly according to the invention makes it possible to make two or more sections integral with one another without loss of mechanical characteristics in the connection zone, and thus to constitute a load-bearing structure homogeneous to the resistance to the forces to which it is subjected.
  • a single assembly between two sections is sufficient to provide the necessary mechanical strength. It is thus possible to produce a tail lift for a truck of length 1700 mm and width 2400 mm by lateral assembly of 9 sections of length 2400 mm and width 188 mm.
  • This tailgate can withstand bending fatigue under a load of 15,000 N applied to the cantilevered end of 1,700 mm relative to the attachment to the vehicle.
  • Beams can also be produced with the profiles according to the invention by lateral assembly of profiles of the type shown in FIG. 2, which represents a central profile assembled on both sides.
  • FIG. 2 represents a central profile assembled on both sides.
  • the assembly time is greatly reduced and no rework such as grinding, machining or cleaning is necessary after assembly. Performed with appropriate pressure, the assembly offers excellent safety, while preserving the lightness of the structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Transportation (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Body Structure For Vehicles (AREA)
  • Floor Finish (AREA)
EP03755640A 2002-07-29 2003-07-28 Leichtmetallprofil mit schnappverbindung Withdrawn EP1525329A2 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0209583 2002-07-29
FR0209583A FR2842884B1 (fr) 2002-07-29 2002-07-29 Profile en alliage leger apte a l'assemblage par clippage a un autre profile
PCT/FR2003/002370 WO2004013362A2 (fr) 2002-07-29 2003-07-28 Profile en alliage leger apte a l'assemblage par clippage a un autre profile

Publications (1)

Publication Number Publication Date
EP1525329A2 true EP1525329A2 (de) 2005-04-27

Family

ID=30011551

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03755640A Withdrawn EP1525329A2 (de) 2002-07-29 2003-07-28 Leichtmetallprofil mit schnappverbindung

Country Status (8)

Country Link
EP (1) EP1525329A2 (de)
AU (1) AU2003273480A1 (de)
FR (1) FR2842884B1 (de)
NO (1) NO20051044L (de)
PL (1) PL374102A1 (de)
RU (1) RU2311515C2 (de)
UA (1) UA80835C2 (de)
WO (1) WO2004013362A2 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2012214117B2 (en) * 2011-02-10 2016-04-21 Fsp Holdings Pty Ltd An improved hungry board assembly
GB201419372D0 (en) * 2014-10-30 2014-12-17 Kleg Holdings Ltd Construction assembly
RU177312U1 (ru) * 2017-08-28 2018-02-15 Юрий Брониславович Чичиро Профиль
RU175350U1 (ru) * 2017-08-28 2017-12-01 Юрий Брониславович Чичиро Соединительный профильный узел

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3460304A (en) * 1966-05-20 1969-08-12 Dow Chemical Co Structural panel with interlocking edges
SU1219756A1 (ru) * 1983-12-28 1986-03-23 Производственно-техническое объединение "Мосспецпромпроект" Стенова трехслойна панель
DE8629951U1 (de) * 1986-11-08 1987-01-02 Plettac Gmbh, 5970 Plettenberg Verbundhohlprofil
NO172361C (no) * 1991-01-31 1993-07-07 Norsk Hydro As Fremgangsmaate for sammenfoeyning av strukturelle emner
DE29614329U1 (de) 1996-08-22 1996-11-07 Alusuisse Technology & Management Ag, Neuhausen Am Rheinfall Profilpaarung aus Leichtmetall

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2004013362A3 *

Also Published As

Publication number Publication date
AU2003273480A8 (en) 2004-02-23
FR2842884A1 (fr) 2004-01-30
NO20051044L (no) 2005-02-25
RU2311515C2 (ru) 2007-11-27
AU2003273480A1 (en) 2004-02-23
UA80835C2 (en) 2007-11-12
FR2842884B1 (fr) 2004-09-03
WO2004013362A3 (fr) 2004-04-08
RU2005105293A (ru) 2005-08-27
PL374102A1 (en) 2005-09-19
WO2004013362A2 (fr) 2004-02-12

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