EP1963576B1 - Procede et dispositif d'empilement de traverses d'acier en y - Google Patents
Procede et dispositif d'empilement de traverses d'acier en y Download PDFInfo
- Publication number
- EP1963576B1 EP1963576B1 EP06805472A EP06805472A EP1963576B1 EP 1963576 B1 EP1963576 B1 EP 1963576B1 EP 06805472 A EP06805472 A EP 06805472A EP 06805472 A EP06805472 A EP 06805472A EP 1963576 B1 EP1963576 B1 EP 1963576B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- steel
- carriers
- profiles
- profile
- shaped
- 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.)
- Not-in-force
Links
- 238000000034 method Methods 0.000 title claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 56
- 239000010959 steel Substances 0.000 claims description 56
- 239000000969 carrier Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 6
- 241001669679 Eleotris Species 0.000 description 9
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Images
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 and a device for stacking in the finished state a Y-profile resulting steel sleepers.
- Y-steel sleepers The structural design of Y-steel sleepers is exemplary in the DE-C 197 00 780 shown and described.
- a Y-shaped steel sleeper is according to this document from several interconnected via bars, double T-shaped steel profiles. 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.
- the DE-Gbm 201 05 038 a device for laying Y-shaped sleepers on a track bed can be seen.
- the sleepers are provided on the track bed horizontally rotated by 180 ° to each other.
- a position assurance for steel sleepers is described, which have a flat sole with firmly hinged crossbars at each end of the sleeper.
- the crossbars are formed as angled profiles, wherein a first flange is fixedly connected to the sole and a second flange extends parallel to the rail and perpendicularly away from the sole.
- 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 to 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 Y-profiles provided with support bodies 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.
- FIG. 1 shows a finished Y-steel sleeper 1, formed of two curved exported steel beams 2,3 and two formed by steel profiles 4.5 Contributor.
- 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 in different views / part and detail views stacked Y-steel sleepers 1.
- 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 aligned with each other in the same way.
- a device for stacking several Y-steel sleepers includes a series of support bodies 11. How to FIG. 1 executed, 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 portions 9,10 of the steel beam 2,3 and on the other hand between the end portions 6,7 and the contributors 4.5 is set. Outside the respective Y-steel sleeper 1, the support bodies 11 have a guide profile 13, which serve for loose support of spaced legs 14 of adjacent supports 4, 5, respectively end regions 6, 7, 9, 10 of the Y-steel sleepers 1.
- 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 lower also profiled area 12 of each support body 11, as in particular FIG. 2 , lower picture, can be seen by welding with the respective legs 14 (FIG. FIG. 2 ) of the Y-steel sleeper 1 (not shown here) 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)
- Machines For Laying And Maintaining Railways (AREA)
- Bridges Or Land Bridges (AREA)
Claims (5)
- Procédé d'empilage des traverses en acier (1) qui forment un profile sous forme de Y en état fini, composés des profiles en acier individuels formés par des supports additionnels (4, 5) ainsi que des supports en acier particuliers et courbés (2, 3), dans lequel chaque support additionnel (4, 5) est relié à une partie d'extrémité (6, 7) d'un support en acier (2, 3) et les extrémités libres (9, 10) des supports en acier (2, 3) sont directement ou indirectement reliées les unes aux autres avec une distance prédéterminée par moyen d'au moins un corps d'appui (11) qui formera un point d'appui de rails plus tard et au moins des particuliers des corps d'appui (11) sont formés avec un profile de guidage (13) de contour prédéterminé à l'extérieur de la zone de raccord (12) au profile sous forme de Y (1), des profiles sous forme de Y (1) similaires et munis des corps d'appui (11) étant posés de manière entassante et centrée sur le profile de guidage.
- Procédé selon la revendication 1, caractérisé en ce qu'on empile lâchement au moins 8 à 15 profiles sous forme de Y (1) similaires les uns sur les autres, de sorte que des branches inférieures, libres et espacés des supports en acier (2, 3) ou des supports additionnels (4, 5) sont posées sur des zones de butée (13', 13") du profile de guidage (13) respectif.
- Procédé selon la revendication 1 ou 2, caractérisé en ce qu'on relie le corps d'appui respectif, à l'extérieur de son profile de guidage (13), aux parties d'extrémité associées (6, 7, 9, 10) de chaque support en acier (2, 3) respectivement support additionnel (4, 5), notamment par soudage.
- Dispositif d'empilage des traverses en acier qui forment un profile sous forme de Y en état fini, comprenant des corps d'appui pour le raccord des profiles en acier (2, 3) courbés et coopérant avec des supports additionnels (4, 5) à une zone de fond profilée (12) et adaptée à guider les supports additionnels (4, 5) de manière espacée par rapport à des parties d'extrémité associées (6, 7) des profiles en acier ainsi qu'aux parties d'extrémité libres (9, 10) des profiles en acier (2, 3), le raccord étant notamment réalisé par soudage et un profile de guidage (13) pour recevoir des profiles sous forme de Y similaires (1) étant attaché au corps d'appui à l'extérieur du profile sous forme de Y (1).
- Dispositif selon la revendication 4, caractérisé en ce que le profile de guidage (13) comprend des parties de butée (13', 13") pour lâchement poser des branches (14) des profiles en acier (2, 3) d'une part et des supports additionnels (4, 5) d'autre part de manière espacée là-dessus.
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 EP1963576A1 (fr) | 2008-09-03 |
| EP1963576B1 true 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)
| 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 |
-
2005
- 2005-12-21 DE DE102005061175A patent/DE102005061175B3/de not_active Expired - Fee Related
-
2006
- 2006-10-21 AP AP2008004440A patent/AP2008004440A0/xx unknown
- 2006-10-21 EP EP06805472A patent/EP1963576B1/fr not_active Not-in-force
- 2006-10-21 AT AT06805472T patent/ATE451499T1/de active
- 2006-10-21 AU AU2006329112A patent/AU2006329112A1/en not_active Abandoned
- 2006-10-21 WO PCT/DE2006/001875 patent/WO2007071221A1/fr not_active Ceased
-
2008
- 2008-07-21 NO NO20083229A patent/NO20083229L/no not_active Application Discontinuation
Also Published As
| Publication number | Publication date |
|---|---|
| WO2007071221A1 (fr) | 2007-06-28 |
| AP2008004440A0 (en) | 2008-04-30 |
| NO20083229L (no) | 2008-09-18 |
| EP1963576A1 (fr) | 2008-09-03 |
| DE102005061175B3 (de) | 2007-01-11 |
| AU2006329112A1 (en) | 2007-06-28 |
| ATE451499T1 (de) | 2009-12-15 |
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