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EP1963576A1 - Procede et dispositif d'empilement de traverses d'acier en y - Google Patents

Procede et dispositif d'empilement de traverses d'acier en y

Info

Publication number
EP1963576A1
EP1963576A1 EP06805472A EP06805472A EP1963576A1 EP 1963576 A1 EP1963576 A1 EP 1963576A1 EP 06805472 A EP06805472 A EP 06805472A EP 06805472 A EP06805472 A EP 06805472A EP 1963576 A1 EP1963576 A1 EP 1963576A1
Authority
EP
European Patent Office
Prior art keywords
steel
profile
profiles
support body
stacking
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
EP06805472A
Other languages
German (de)
English (en)
Other versions
EP1963576B1 (fr
Inventor
Thomas Wengler
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.)
ThyssenKrupp GfT Gleistechnik GmbH
Original Assignee
ThyssenKrupp GfT Gleistechnik 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 ThyssenKrupp GfT Gleistechnik GmbH filed Critical ThyssenKrupp GfT Gleistechnik GmbH
Publication of EP1963576A1 publication Critical patent/EP1963576A1/fr
Application granted granted Critical
Publication of EP1963576B1 publication Critical patent/EP1963576B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/06—Transporting, laying, removing or renewing sleepers

Definitions

  • the invention relates to a method for stacking in the finished state a Y-profile resulting steel sleepers.
  • Y-steel sleepers The structural design of Y-steel sleepers is shown and described by way of example in DE-C 197 00 780. According to this publication, a Y-shaped steel sleeper consists of several double-T-shaped steel profiles interconnected by bolts. Rails are connected to the steel sleepers via corresponding rail fastenings, so that a solid gliding grate is formed. The steel sleepers rest on the ground with the foot flange. Depending on the structure of the track supporting the track, this surface consists of concrete, asphalt or gravel.
  • DE-Gbm 201 05 038 discloses a device for laying Y-shaped sleepers on a track bed.
  • the sleepers are provided on the track bed horizontally rotated by 180 ° to each other.
  • DE-Gbm 20 2005 010 651 describes a device for transporting Y-thresholds by means of a hoist, which is equipped with a 180 ° rotatable load-carrying means for the Y-sleepers. Neglected here is the structural design of the lifting device.
  • the aim of the subject invention is to provide a method and a device with which Y-steel sleepers are positioned in a space-saving manner for storage, transport and installation purposes to each other can, and waiving external aids, such as spacers or the like.
  • This object is achieved by a method for stacking Y-profile finished steel sleepers formed from individual post formed steel profiles as well as individual curved steel beams, each having an end portion of a steel beam and the steel beams in the region of their free ends each other by at least one, a later rail support forming, support body with predetermined distance to each other medium or directly connected and at least some of the support body outside its connection region with the Y-profile with a guide profile predetermined contour are formed on which in a similar manner in stacking manner provided with support bodies Y profiles are placed in centered form.
  • a device for stacking Y-profile steel sleepers in the finished state comprising support bodies for connecting cooperating, arcuately executed steel profiles, with a profiled bottom area, for the spaced guidance of the carriers relative to associated end portions of the steel profiles and the free end portions of the steel profiles, wherein the connection is generated in particular by welding and outside of the now finished Y-profile on the support body, a guide profile for supporting identically designed Y-profiles is formed.
  • any other type of connection between the support elements and the steel profiles / supports can be used. If no direct connection between the support bodies and the steel profiles / supports is desired, this can be achieved by screwing an aid to the steel profiles / supports, the aids then receiving the support body (rail support points).
  • the support body also form rail supports at the same time, so that only corresponding connecting elements between the support bodies and the respective rail must be provided here.
  • support bodies It is only necessary to provide a certain number of support bodies with guide profiles. This concerns only those support bodies which are necessarily necessary for safe and stable bearing of the Y-profiles.
  • the rest of the support body can be formed without guide profiles, but also form rail supports.
  • Figure 1 is a plan view of a single Y-steel threshold
  • Figure 2 superimposed Y-steel sleepers according to Figure 1 in different views / partial views;
  • FIG. 3 support body according to Figure 2 in different views.
  • FIG. 1 shows a finished Y-steel sleeper 1, formed from two curved steel girders 2, 3 and two girders 4, 5 formed by steel profiles.
  • the feeders 4, 5 are positioned in the end regions 6, 7 of the open profile region 8 of the Y steel sleeper 1.
  • the free end regions 9, 10 of the steel beams 2, 3 are provided at a predeterminable distance, running parallel to one another.
  • the curved steel beams 2, 3 on the one hand and the end areas 6, 7 in conjunction with the supports 4, 5, on the other hand, are fixedly connected to one another via support bodies 11 of essentially identical construction, for example by welding. For better clarity, no rails are provided.
  • FIG. 2 shows Y-steel sleepers 1 arranged one above the other in different views / partial and detailed views.
  • the upper part of FIG. 2 allows a view into the open area 8 according to FIG. 1.
  • the Y-steel sleepers 1 are thus positioned one above the other in the same way .
  • a device for stacking several Y-steel sleepers includes a number of support bodies 11. As stated in Figure 1, the support body 11 with the associated Y-steel sleeper 1 are firmly connected in its lower portion 12 by welding, with a defined distance on the one hand between the end regions 9,10 of the steel girder 2,3 and on the other hand between the end portions 6,7 and the supports 4,5 is set.
  • FIG. 3 shows a single support body 11 in different views.
  • the support body 11 forms - as already shown in the other figures - at the same time a rail support.
  • the bottom also profiled area 12 of each support body 11 is, in particular Figure 2, bottom, can be seen, by welding with the respective legs 14 ( Figure 2) of the Y-steel sleeper 1 (not shown) firmly connected.
  • the corresponding stop portions 13 ', 13 "for receiving the legs 14 of the respective Y-steel sleeper 1 has.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

L'invention concerne un procédé d'empilement de traverses en acier (1) qui forment un profil en Y à l'état prêt à l'emploi et qui sont formées de différents profilés d'acier formés par des contributeurs (4, 5) ainsi que de différents supports courbes en acier (2, 3), en reliant chaque contributeur (4, 5) à une zone d'extrémité (6, 7) d'un support en acier (2, 3) et en reliant directement ou indirectement les supports en acier (2, 3) l'un à l'autre à distance mutuelle prédéterminée dans la région de leurs extrémités libres (9, 10) par au moins un corps de pose (11) qui forme ultérieurement un point de soutien des rails. A l'extérieur de leur zone de liaison (12) avec le profilé (1) en Y, au moins certains des corps de pose (11) sont configurés avec un profil de guidage (13) de contour prédéterminé sur lequel les profilés (1) en Y configurés de manière identique et dotés des corps de pose (11) sont empilés de manière centrée.
EP06805472A 2005-12-21 2006-10-21 Procede et dispositif d'empilement de traverses d'acier en y Not-in-force EP1963576B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005061175A DE102005061175B3 (de) 2005-12-21 2005-12-21 Verfahren und Einrichtung zum Stapeln von Y-Stahlschwellen
PCT/DE2006/001875 WO2007071221A1 (fr) 2005-12-21 2006-10-21 Procede et dispositif d'empilement de traverses d'acier en y

Publications (2)

Publication Number Publication Date
EP1963576A1 true EP1963576A1 (fr) 2008-09-03
EP1963576B1 EP1963576B1 (fr) 2009-12-09

Family

ID=37562795

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06805472A Not-in-force EP1963576B1 (fr) 2005-12-21 2006-10-21 Procede et dispositif d'empilement de traverses d'acier en y

Country Status (7)

Country Link
EP (1) EP1963576B1 (fr)
AP (1) AP2008004440A0 (fr)
AT (1) ATE451499T1 (fr)
AU (1) AU2006329112A1 (fr)
DE (1) DE102005061175B3 (fr)
NO (1) NO20083229L (fr)
WO (1) WO2007071221A1 (fr)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3722627A1 (de) * 1987-07-09 1989-01-26 Salzgitter Peine Stahlwerke Lagesicherung fuer stahlschwellen
AUPN480595A0 (en) * 1995-08-17 1995-09-07 Queensland Railways Steel sleeper handling system
DE19608523C1 (de) * 1996-03-06 1997-05-28 Krupp Ag Hoesch Krupp Befestigung einer Y-förmigen Stahlschwelle auf einer festen Fahrbahn und Verfahren zur Befestigung
DE20105038U1 (de) * 2001-03-22 2001-06-13 Leonhard Weiss GmbH & Co., 73037 Göppingen Vorrichtung zum Verlegen von Y-förmigen Gleisschwellen auf einem Gleisbett
GB0216283D0 (en) * 2002-07-15 2002-08-21 Corus Uk Ltd Railway sleeper handling apparatus
DE202005010651U1 (de) * 2005-04-08 2005-09-22 Upima Baumaschinen Handelsgesellschaft Mbh Vorrichtung zum Auslegen von Y-Schwellen

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2007071221A1 *

Also Published As

Publication number Publication date
AU2006329112A1 (en) 2007-06-28
NO20083229L (no) 2008-09-18
DE102005061175B3 (de) 2007-01-11
ATE451499T1 (de) 2009-12-15
AP2008004440A0 (en) 2008-04-30
EP1963576B1 (fr) 2009-12-09
WO2007071221A1 (fr) 2007-06-28

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