EP1170189B1 - Système de voie pour un atelier - Google Patents

Système de voie pour un atelier Download PDF

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Publication number
EP1170189B1
EP1170189B1 EP01116278A EP01116278A EP1170189B1 EP 1170189 B1 EP1170189 B1 EP 1170189B1 EP 01116278 A EP01116278 A EP 01116278A EP 01116278 A EP01116278 A EP 01116278A EP 1170189 B1 EP1170189 B1 EP 1170189B1
Authority
EP
European Patent Office
Prior art keywords
modules
track
workshop
lifting
support
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.)
Expired - Lifetime
Application number
EP01116278A
Other languages
German (de)
English (en)
Other versions
EP1170189A1 (fr
Inventor
Wolfgang Dr. Ing. Rösch
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.)
Eurotrac Verkehrstechnik GmbH
Original Assignee
Eurotrac Verkehrstechnik 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
Priority claimed from DE2000133371 external-priority patent/DE10033371C2/de
Priority claimed from DE2001122208 external-priority patent/DE10122208C1/de
Application filed by Eurotrac Verkehrstechnik GmbH filed Critical Eurotrac Verkehrstechnik GmbH
Priority to EP02025228A priority Critical patent/EP1288097B1/fr
Publication of EP1170189A1 publication Critical patent/EP1170189A1/fr
Application granted granted Critical
Publication of EP1170189B1 publication Critical patent/EP1170189B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61K—AUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K5/00—Apparatus for placing vehicles on the track; Derailers; Lifting or lowering rail vehicle axles or wheels
    • B61K5/04—Devices secured to the track
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
    • B66F7/10—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks

Definitions

  • the invention relates to a workshop track system for a Workshop hall according to the preamble of the main claim.
  • the invention has for its object a workshop to create the high demands Flexibility.
  • the track system consists of a number of any connected to each other, laid on the hall floor Modules 10, 12 that match in height and one Have length that a predetermined grid size, preferably 500 mm, or a multiple (preferably two, four, or eight times) of the grid dimension.
  • the modules are preferably 200 mm high steel structures, the at the distance of the track width (regularly 1435 mm) Carry rails 70 mm wide and 40 mm high.
  • the heart of the track system are the lifting modules 12. These are 4 m long and are attached to the side Cantilever arms 20, through which this by four commercially available electrical spindle jacks (not shown) can be raised.
  • the modules are so in placed on the track system that the rail vehicle with its bogies or wheelsets are on them. After this rail vehicle using clamp shoes is secured against rolling away, the lifting modules raised by synchronous actuation of the jacks.
  • the lifting modules raised by synchronous actuation of the jacks.
  • the initiation of the horizontal forces occurs via holes on the Bottom of the modules, which are attached to the grid Grab pin 16.
  • the entire floor is in the hall floor Length of the hall sheet metal strips embedded in the track spacing and anchored in the hall floor on which the pegs 16 are applied.
  • the sheets 14 continue to wear Grid spacing arranged clamps that a Prevent unintentional lifting of the modules.
  • the order the pin and the clamping device allow a revealing Exchanging the modules in their order and their direction.
  • the modules 10, 12 have crane eyes 22, which according to the Release the clamping device from a hoist (in particular an indoor crane) and to another Can be brought to the place. This allows the lifting modules each so that they are in the area of Bogie of the rail vehicle to be lifted lie. Dimensional deviations that are less than the grid spacing are determined by the length of the lifting modules and a permissible eccentricity included in the statics the bogie position is taken into account.
  • Some of the track modules 10 can be designed for special tasks be, for example by installing load cells be designed as a weighing device. Another one Track module 10 can be equipped with an ultrasonic crack detection device be provided.
  • FIGS. 5 to 9 In one lowered compared to the outside level of the workshop Area within the workshop are like Fig. 5 and 6 show two rows of pins 16 in a defined, evenly spaced in the ground. This are connected to the foundation in such a way that the Introduce longitudinal and transverse forces safely into the foundation can. There are also a number of in the 7 and 8 shown support modules 24 are provided each formed with at least two bores 18 are. The distance between these bores 18 corresponds to the distance the pin 16 from each other.
  • the pins 16 lie opposite each other in pairs symmetrical to the track axis, they form with the holes 18 in the support modules 24 one in the longitudinal and transverse directions positive-locking connection.
  • the dimensions of the support modules 24 are designed such that that from the dead weight and the vertical load resulting moments a tilting due to the moments prevent from longitudinal and lateral forces. additionally can be attached to the floor with detachable rail foot clamps being held.
  • the support modules 24 are in the form of asymmetrical truncated pyramids educated.
  • the support modules 24 with pins 26 are on their upper side provided, arranged and executed in the same way are how the pin 16 in the hall floor, d. H. the vertical Centerline of the pin 26 on top of the Support elements 24 fall with the vertical center line of the holes 18 on the underside of the support modules 24 together.
  • the track modules are on the support modules 24 10, the corresponding pin receptacles on its underside 28 have the same arrangement, hung up, so that again a spigot-spigot connection with positive locking Power transmission is effected.
  • For safety can also be a detachable fastening with rail foot clamps be effected.
  • the support modules 24 are with a Provide facility with which they have the height of the cones 16 raised in the ground and moved horizontally can.
  • the track modules 10 consist of a box-shaped Bridge girders, e.g. B. in a welded steel structure, of the two rails 30 in the track width of the to be treated Carries rail vehicles. These rails 30 are detachably fastened so that in case of wear can be changed.
  • the track bridge modules 10 are based on at least four support modules 24, which are symmetrical in plan view arranged to the vertical central axis of the track module 10 become.
  • the track modules 10 are on their long sides with as extension elements serving cantilever arms 20 to which Jacks can attack after removing the Support modules 24 lower the track module 10 for the purpose enable vehicle component replacement.
  • the track modules 10 are of a length equal to the integer Multiples of the distance between the pins 16 corresponds as well as in increments of length, each by one Pin spacing is smaller up to the minimum size of four Pin spacings executed.
  • the Track bridge modules with longer lengths than multiple ones Continuous beams on more than two support modules each Side stored in the longitudinal direction.
  • the maximum length the track bridge modules should be selected so that they are in one constructively meaningful relationship to the then statically required height of the track bridge module.
  • the total height of the support and track module must be at least be dimensioned so that when lowered to the hall floor Track module including the necessary cross-shifting device an expansion of all common vehicle components is possible.
  • the modules are designed statically so that when replacing components, the vehicle body if necessary over the head of the vehicle on the neighboring track module can be supported.
  • Deviations within the pin spacing are caused by the length of the track module, which is correspondingly greater than the center distance is carried out in the bogie, and one Off center of the bogie in the longitudinal direction caught the track module.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Structural Engineering (AREA)
  • Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
  • Railway Tracks (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Road Paving Structures (AREA)
  • Manipulator (AREA)
  • Radio Relay Systems (AREA)
  • Warehouses Or Storage Devices (AREA)
  • Detection And Correction Of Errors (AREA)

Claims (6)

  1. Système de voies d'atelier pour un hall d'atelier qui est équipé d'une pluralité de rails de roulement supportant des modules de voies (10), des modules de soutien (24) et des modules de levage (12), les modules de voies (10) et les modules de levage (12) possèdant une longueur correspondant à un pas ou à un multiple du pas, des premiers éléments de fixation (16) étant encastrés dans le sol du hall d'atelier à un intervalle correspondant au pas, et les modules de voies (10), les modules de soutien (24) et les modules de levage (12) comportant de seconds éléments de fixation (18) coopérant avec les premiers éléments de fixation (16) à un intervalle correspondant à l'intervalle du pas
       caractérisé en ce que,
       la longueur des modules de voies (10) et des modules de levage (12) est un multiple du pas et le pas se situe entre 250 mm et 1 m.
  2. Système de voies d'atelier selon la revendication 1, caractérisé en ce que les modules de levage (12) sont équipés de bras en porte à faux (20) servant à placer un vérin de levage.
  3. Système de voies d'atelier selon l'une quelconque des revendications précédentes, caractérisé en ce que les premiers éléments de liaison (16) sont une partie intégrante des plaques de métal (14) encastrées dans le sol du hall d'atelier.
  4. Système de voies d'atelier selon la revendication 3, caractérisé par des dispositifs de serrage placés sur les plaques de métal (14) dans le pas, agissant sur les modules.
  5. Système de voies d'atelier selon l'une quelconque des revendications précédentes, caractérisé en ce que des modules de voies (10) sont équipés de bras en porte à faux (20).
  6. Système de voies d'atelier selon l'une quelconque des revendications précédentes, caractérisé en ce que les modules de voies (10) et les modules de levage (12) sont équipés d'oreilles de levage (22).
EP01116278A 2000-07-08 2001-07-05 Système de voie pour un atelier Expired - Lifetime EP1170189B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP02025228A EP1288097B1 (fr) 2000-07-08 2001-07-05 Système de voie pour un atelier

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10033371 2000-07-08
DE2000133371 DE10033371C2 (de) 2000-07-08 2000-07-08 Gleissysteme für eine Werkstatthalle
DE2001122208 DE10122208C1 (de) 2001-05-08 2001-05-08 Gleissysteme für eine Werkstatthalle
DE10122208 2001-05-08

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP02025228.4 Division-Into 2002-11-12

Publications (2)

Publication Number Publication Date
EP1170189A1 EP1170189A1 (fr) 2002-01-09
EP1170189B1 true EP1170189B1 (fr) 2004-01-14

Family

ID=26006325

Family Applications (2)

Application Number Title Priority Date Filing Date
EP01116278A Expired - Lifetime EP1170189B1 (fr) 2000-07-08 2001-07-05 Système de voie pour un atelier
EP02025228A Expired - Lifetime EP1288097B1 (fr) 2000-07-08 2001-07-05 Système de voie pour un atelier

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP02025228A Expired - Lifetime EP1288097B1 (fr) 2000-07-08 2001-07-05 Système de voie pour un atelier

Country Status (3)

Country Link
EP (2) EP1170189B1 (fr)
AT (2) ATE257790T1 (fr)
DE (2) DE50101311D1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102275593B (zh) * 2010-06-11 2015-03-04 北京铁道工程机电技术研究所有限公司 一种高速动车组的地坑式架车机
CN110091892B (zh) * 2019-06-12 2020-05-19 中国神华能源股份有限公司 一种用于货车的整备检修线

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4022685C1 (en) * 1990-07-17 1991-08-08 Possin-Schuck Gmbh, 8000 Muenchen, De Rolling stock wheel-set change facility - uses sections, of track which drop to allow wheels to be removed
DE4033040C2 (de) * 1990-10-18 1995-12-21 Neuero Technology Gmbh Hubvorrichtung für Schienenfahrzeuge
DE4317528C2 (de) * 1993-05-26 1995-06-29 Neuero Technology Gmbh Hubanlage für Schienenfahrzeuge
DE4405279C1 (de) * 1994-02-19 1995-06-14 Neuero Technology Gmbh Verfahren und Vorrichtung zum Auswechseln von Drehgestellen an Schienenfahrzeugen
DE19838483C1 (de) * 1998-08-25 2000-02-17 Windhoff Ag Kombinierte Hub-Senkvorrichtung für den Baugruppenwechsel an Schienenfahrzeugen auf aufgeständerten Gleisen mit durchgehenden Untersuchungsgruben

Also Published As

Publication number Publication date
DE50101311D1 (de) 2004-02-19
EP1288097B1 (fr) 2004-09-15
EP1288097A2 (fr) 2003-03-05
DE50103643D1 (de) 2004-10-21
EP1170189A1 (fr) 2002-01-09
EP1288097A3 (fr) 2003-03-12
ATE257790T1 (de) 2004-01-15
ATE276122T1 (de) 2004-10-15

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