EP0420084A1 - Poutre de pont roulant conformée en poutre-caisson - Google Patents

Poutre de pont roulant conformée en poutre-caisson Download PDF

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Publication number
EP0420084A1
EP0420084A1 EP90118239A EP90118239A EP0420084A1 EP 0420084 A1 EP0420084 A1 EP 0420084A1 EP 90118239 A EP90118239 A EP 90118239A EP 90118239 A EP90118239 A EP 90118239A EP 0420084 A1 EP0420084 A1 EP 0420084A1
Authority
EP
European Patent Office
Prior art keywords
chord
individual
box girder
plates
single sheet
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
EP90118239A
Other languages
German (de)
English (en)
Other versions
EP0420084B1 (fr
Inventor
Heinz Scheffer
Dieter Dipl.-Ing. Ungermann
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.)
Scheffer Maschinen- u Apparatebau GmbH
Original Assignee
Scheffer Maschinen- u Apparatebau GmbH
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 Scheffer Maschinen- u Apparatebau GmbH filed Critical Scheffer Maschinen- u Apparatebau GmbH
Publication of EP0420084A1 publication Critical patent/EP0420084A1/fr
Application granted granted Critical
Publication of EP0420084B1 publication Critical patent/EP0420084B1/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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C6/00—Girders, or track-supporting structures, specially adapted for cranes
    • 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
    • E04C2003/0426—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
    • E04C2003/0452—H- or I-shaped

Definitions

  • the invention relates to a box girder according to the preamble of the main claim.
  • a generic box girder is described, for example, in US Pat. No. 3,241,285 and EP 0 293 789 A1.
  • the well-known shape of the box girder achieves a high degree of stability and rigidity as well as torsion resistance, but the production of these box girders is quite complicated due to the internal weld seams.
  • the invention has for its object to provide a box girder that is easier to manufacture with equally good stability and torsional rigidity and is therefore cheaper to produce.
  • the web plates are formed from individual plates, one of which runs from the upper chord to the lower chord, while two only run from the upper chord to the continuous single plate or from the lower chord to the continuous single plate. This makes it possible for these three sheets to be welded to one another, the weld seams being on the outside and thus making it easy to "submerged arc welding".
  • the single sheet runs in a straight line diagonally between the upper chord and lower chord and the two subsequent individual sheets can therefore be welded on from the outside after the carrier has been rotated accordingly.
  • the continuous sheet metal is placed in the middle perpendicular to the plane of the upper and lower chord, and welding from the outside is also possible here.
  • a single weld seam is provided in the central area, with which the two individual sheets are fixed to the continuous single sheet.
  • the continuous single sheet has a V-shape.
  • the arrangement according to the invention ensures that the appearance of the wearer - as in the case of known carriers - is maintained, but that a more economical production is possible.
  • the arrangement according to the invention has the advantage that the weld seams are better and easier to control.
  • a box girder which has an upper flange 1, a lower flange 2 and web plates 3 and 4 connecting the two belts.
  • these web plates 3 and 4 are designed as concave angular profiles.
  • the web plates 3 and 4 consist of individual plates 5 and 6 as well as 7, 7a and 7b.
  • the single sheet 7 extends from the underside of the upper chord 1 to the inner side of the lower chord 2, diagonally and thus includes an angle ⁇ of less than 90 ° with the upper chord and the lower chord.
  • the two individual plates 6 and 5 are then attached to this diagonally running individual plate 7 welds and it can easily be seen from the drawing that the weld seams are on the outside and can therefore be easily manufactured and checked.
  • the actual carrier is placed in a so-called trough position and then problem-free "submerged arc welding" is possible.
  • the individual sheets 5 and 6 also connect at an angle ⁇ to the underside of the upper chord 1 or the inside of the lower chord 2, which is smaller than 90 ° .
  • This configuration creates an X-shaped box girder.
  • the single sheet 7a again runs diagonally between the upper chord 1 and the lower chord 2, and this sheet can also be easily welded onto the upper chord 1 and the lower chord 2 from the outside.
  • the sheet itself is approximately Z-shaped, i.e. it has a central region 8, which runs perpendicular to the plane of the upper chord 1 or the lower chord 2.
  • the ends of the individual plates 6 and 5 adjoin this straight-line central region 8 and these individual plates are again easy to weld from the outside.
  • the single sheet 7b consists of a V-shaped edged profile component which is easily welded from the outside to the underside of the upper chord 1 and the inside of the lower chord 2.
  • the two individual sheets 5 and 6 are welded in the area of the apex 9 of the single sheet 7b.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
EP90118239A 1989-09-25 1990-09-22 Poutre de pont roulant conformée en poutre-caisson Expired - Lifetime EP0420084B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3931909 1989-09-25
DE3931909A DE3931909A1 (de) 1989-09-25 1989-09-25 Als kastentraeger ausgebildeter krantraeger

Publications (2)

Publication Number Publication Date
EP0420084A1 true EP0420084A1 (fr) 1991-04-03
EP0420084B1 EP0420084B1 (fr) 1993-08-04

Family

ID=6390121

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90118239A Expired - Lifetime EP0420084B1 (fr) 1989-09-25 1990-09-22 Poutre de pont roulant conformée en poutre-caisson

Country Status (2)

Country Link
EP (1) EP0420084B1 (fr)
DE (2) DE3931909A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102515021A (zh) * 2011-12-06 2012-06-27 王松江 单梁起重机的主梁
WO2016124772A1 (fr) * 2015-02-06 2016-08-11 Terex MHPS IP Management GmbH Grue, en particulier pont roulant ou grue à portique, comprenant au moins une poutre de grue
US10604383B2 (en) 2015-02-06 2020-03-31 Konecranes Global Corporation Crane, in particular bridge crane or gantry crane, having at least one crane girder

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10333561B4 (de) * 2003-07-23 2006-07-06 Carl Zeiss Industrielle Messtechnik Gmbh Koordinaten-Meßmaschine
CN103434930A (zh) * 2013-09-01 2013-12-11 谢合清 焊接轨道式起重机主梁

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1989834A (en) * 1931-11-25 1935-02-05 Charles G Watson Method of reenforcing beams
FR1553017A (fr) * 1967-11-17 1969-01-10
DE2205093A1 (de) * 1972-02-03 1973-08-16 Liebherr Werk Ehingen Kranausleger
DE2235982A1 (de) * 1972-07-21 1974-01-31 Slovacke Strojirny N P Kastentraeger fuer kranbruecken und kranbahnen
BE886463R (fr) * 1980-12-02 1981-04-01 Smits Francois Profile metallique forme a froid
EP0194368A1 (fr) * 1983-08-19 1986-09-17 Mabey Hire Company Limited Support métallique

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1023210B (de) * 1952-06-25 1958-01-23 Stahlbau Michael Lavis Soehne Geschweisster Traeger
DE3514786C2 (de) * 1985-04-24 1987-02-19 Mannesmann AG, 4000 Düsseldorf Kastenträger
DE3723324A1 (de) * 1987-05-29 1988-12-15 Scheffer Masch & App Als kastentraeger ausgebildeter krantraeger

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1989834A (en) * 1931-11-25 1935-02-05 Charles G Watson Method of reenforcing beams
FR1553017A (fr) * 1967-11-17 1969-01-10
DE2205093A1 (de) * 1972-02-03 1973-08-16 Liebherr Werk Ehingen Kranausleger
DE2235982A1 (de) * 1972-07-21 1974-01-31 Slovacke Strojirny N P Kastentraeger fuer kranbruecken und kranbahnen
BE886463R (fr) * 1980-12-02 1981-04-01 Smits Francois Profile metallique forme a froid
EP0194368A1 (fr) * 1983-08-19 1986-09-17 Mabey Hire Company Limited Support métallique

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102515021A (zh) * 2011-12-06 2012-06-27 王松江 单梁起重机的主梁
WO2016124772A1 (fr) * 2015-02-06 2016-08-11 Terex MHPS IP Management GmbH Grue, en particulier pont roulant ou grue à portique, comprenant au moins une poutre de grue
JP2018504336A (ja) * 2015-02-06 2018-02-15 テレックス エムハーペーエス ゲーエムベーハー 少なくとも一つのクレーンガーダを有するクレーン、特に橋型クレーンまたは門型クレーン
US10407281B2 (en) 2015-02-06 2019-09-10 Konecranes Global Corporation Crane, in particular bridge crane or gantry crane, having at least one crane girder
US10604383B2 (en) 2015-02-06 2020-03-31 Konecranes Global Corporation Crane, in particular bridge crane or gantry crane, having at least one crane girder

Also Published As

Publication number Publication date
DE59002184D1 (de) 1993-09-09
EP0420084B1 (fr) 1993-08-04
DE3931909C2 (fr) 1993-06-24
DE3931909A1 (de) 1991-04-04

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