EP1585862A1 - Dispositif a vis pour le reglage en hauteur de chassis de voie - Google Patents

Dispositif a vis pour le reglage en hauteur de chassis de voie

Info

Publication number
EP1585862A1
EP1585862A1 EP03772338A EP03772338A EP1585862A1 EP 1585862 A1 EP1585862 A1 EP 1585862A1 EP 03772338 A EP03772338 A EP 03772338A EP 03772338 A EP03772338 A EP 03772338A EP 1585862 A1 EP1585862 A1 EP 1585862A1
Authority
EP
European Patent Office
Prior art keywords
spindle
horizontal
height adjustment
spindle device
plate
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
EP03772338A
Other languages
German (de)
English (en)
Other versions
EP1585862B1 (fr
Inventor
Heinz-Peter Wirtz
Arnold Pieringer
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.)
Rail One GmbH
Original Assignee
Pfleiderer Infrastrukturtechnick GmbH and Co KG
Pfleiderer Verkehrstechnik GmbH and Co KG
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 DE2003116143 external-priority patent/DE10316143B4/de
Application filed by Pfleiderer Infrastrukturtechnick GmbH and Co KG, Pfleiderer Verkehrstechnik GmbH and Co KG filed Critical Pfleiderer Infrastrukturtechnick GmbH and Co KG
Priority to SI200330394T priority Critical patent/SI1585862T1/sl
Publication of EP1585862A1 publication Critical patent/EP1585862A1/fr
Application granted granted Critical
Publication of EP1585862B1 publication Critical patent/EP1585862B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/40Means or arrangements for temporarily supporting laid tracks, or rails or sleepers in the track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/04Lifting or levelling of tracks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/06Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to a spindle device for adjusting the height and aligning tracks on a substructure, with a cross-arm fastened below a rail, which is attached to a long nut that is vertically adjustable on a height adjustment spindle.
  • the height adjustment device provided there with wedges that can be displaced against one another is not suitable for also performing the horizontal adjustment required when aligning track gratings, since each horizontal displacement of one of the support wedges with the rail simultaneously changes the Altitude would mean.
  • the invention is therefore based on the object of designing a spindle device for adjusting the height and aligning rails, in particular track gratings for fixed carriageways, in such a way that a simpler and more secure slide both vertically and horizontally without any interference.
  • the cross-arm is designed as a horizontal spindle plate which is mounted on the long nut and can be pivoted about a horizontal axis, on which a slide provided with a clamping device for the rail foot can be displaced transversely to the height adjustment spindle by means of a second spindle device.
  • the transverse adjustment spindle no longer acts on the height adjustment spindle, so that the height adjustment spindle is not tilted out of its vertical position, as was previously the case, when a subsequent horizontal adjustment of the rail grate takes place.
  • the horizontal spindle plate pivotably mounted on the long nut provides support for the rail, which can be adjusted to any desired angle when cornering.
  • the slide is made of a rib plate provided with guide rails encompassing the horizontal spindle plate with a clamping hook and a conventional rail foot screw clamp. This results in a very simple, secure mounting of the rail, which at the same time also permits a very simple horizontal adjustment device.
  • a rigid horizontal spindle passing through a bearing block is fastened, in particular welded, to the slide and can be displaced along its longitudinal axis by means of adjusting nuts abutting the bearing block on both sides.
  • the horizontal swivel joint of the horizontal spindle plate can be locked, which has the great advantage that the support device cannot overturn in the event of vibrations or other lateral forces acting on a track grate.
  • the clamping hook above the ribbed plate can be removed, in particular in such a way that the clamping hook is formed by a screw for a tensioning tab that spans the rail foot.
  • the releasability could also be omitted, since it is only intended for the purpose that the support device according to the invention can be pulled out from under the rail foot without lowering if this has been concreted.
  • the length of the long nut referred to, which is guided on the height adjustment spindle, is selected such that there is sufficient rigidity of the support, for which it is advantageous if the long nut largely overlaps the height adjustment spindle and only allows sufficient play for the adjustment paths normally required.
  • support rails for the height adjustment spindles which are fastened on the track substructure and which allow easier sliding in the longitudinal direction of the lower ends of the height adjustment spindles can be provided, so that thermal expansion differences can be absorbed in this way with longer support times.
  • the support rails are mutually directed angle rails with upstanding contact legs for the height adjustment spindles, which prevent slipping in the transverse direction. Facing each other means that the angle rails either both point outwards or both point inwards. U-rails could also be used. In one case, the contact legs then lie against the height adjustment spindles on the inside and / or on the outside.
  • FIG. 1 is a view of a spindle device according to the invention with a rail supported thereon of an otherwise not shown track grate in a tilted position, as occurs in track curves with cant,
  • FIG. 2 is an enlarged view of the swivel joint for the horizontal spindle plate in the direction of arrow II in Fig. 1,
  • FIG. 5 is a view corresponding to FIG. 1 of a modified spindle device with a removable hook for the rail foot and a modified design of the swivel joint,
  • FIG. 6 is a plan view of the arrangement of FIG. 5 without rail
  • Fig. 7 is a view of Fig. 5 in the direction of arrow VII in Fig. 5 and
  • the rail 13 is a rail of a rail grate with the rails, not shown connecting sleepers, with spindle devices according to the invention being arranged at intervals along one and the other rail.
  • a horizontal spindle 14, which is fastened to the ribbed plate, is welded at 15 in the exemplary embodiment shown and which passes through a bearing block 16 of the horizontal spindle plate for the horizontal adjustment of the track grate.
  • the horizontal spindle plate 7 is welded to two sleeves 19 which are mounted on a swivel bearing pin 20 of the swivel joint 6. Between these sleeves there is another sleeve 21 which is welded to the long nut 4 on the spindle 3. Plates are welded to the sleeves 19 and 21, which are provided with elongated holes 24, so that a certain pivoting can take place, as is necessary for the purpose of pivoting the horizontal spindle plate when the track grating is raised.
  • the screw 25 with its head 26 and a nut 27 enables the plates 22 and 23 to be locked against one another so that the swivel joint 6 is then fixed. This determination of the swivel joint after alignment has the decisive factor
  • the second spindle device with the horizontal spindle 14 should also be releasably attached to the slide with the rib plate 8 and also releasably to the horizontal spindle plate 7 with the screw 28.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Machine Tool Units (AREA)
  • Baking, Grill, Roasting (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
  • Spinning Or Twisting Of Yarns (AREA)
  • Connection Of Plates (AREA)
  • Apparatus Associated With Microorganisms And Enzymes (AREA)
  • Transmission Devices (AREA)
  • Variable-Direction Aerials And Aerial Arrays (AREA)
  • Paper (AREA)
  • Supporting Of Heads In Record-Carrier Devices (AREA)
  • Turning (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Control Of Indicators Other Than Cathode Ray Tubes (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP03772338A 2003-01-21 2003-11-15 Dispositif a vis pour le reglage en hauteur de chassis de voie Expired - Lifetime EP1585862B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200330394T SI1585862T1 (sl) 2003-01-21 2003-11-15 Vretenicna priprava za nastavljanje visine tirnicnih resetk

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE10302021 2003-01-21
DE10302021 2003-01-21
DE10316143 2003-04-09
DE2003116143 DE10316143B4 (de) 2003-01-21 2003-04-09 Spindelvorrichtung zur Höhenverstellung von Gleisrosten
PCT/EP2003/012782 WO2004065692A1 (fr) 2003-01-21 2003-11-15 Dispositif a vis pour le reglage en hauteur de chassis de voie

Publications (2)

Publication Number Publication Date
EP1585862A1 true EP1585862A1 (fr) 2005-10-19
EP1585862B1 EP1585862B1 (fr) 2006-05-31

Family

ID=32773143

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03772338A Expired - Lifetime EP1585862B1 (fr) 2003-01-21 2003-11-15 Dispositif a vis pour le reglage en hauteur de chassis de voie

Country Status (18)

Country Link
US (1) US7500617B2 (fr)
EP (1) EP1585862B1 (fr)
JP (1) JP4014009B2 (fr)
KR (1) KR100704943B1 (fr)
AT (1) ATE328156T1 (fr)
AU (1) AU2003279391B2 (fr)
BR (1) BR0306932A (fr)
CA (1) CA2504962C (fr)
DE (1) DE50303624D1 (fr)
DK (1) DK1585862T3 (fr)
ES (1) ES2261984T3 (fr)
MX (1) MXPA05007642A (fr)
NO (1) NO20043187L (fr)
PL (1) PL206551B1 (fr)
PT (1) PT1585862E (fr)
RU (1) RU2291241C2 (fr)
TW (1) TWI263721B (fr)
WO (1) WO2004065692A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103325593A (zh) * 2013-07-03 2013-09-25 安徽省电力公司安庆供电公司 一种刀闸操动机构水平度及水平四向调节承载平台
CN103325597A (zh) * 2013-07-03 2013-09-25 安徽省电力公司安庆供电公司 升降式刀闸操动机构四向调节承载平台
CN103325596A (zh) * 2013-07-03 2013-09-25 安徽省电力公司安庆供电公司 升降式刀闸操动机构水平度及水平四向调节承载平台

Families Citing this family (30)

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WO2005116338A1 (fr) 2004-04-29 2005-12-08 Deutsche Gleis- Und Tiefbau Gmbh Dispositif d'ajustage pour chassis de voie aiguillages
DE102005013736A1 (de) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Gleisanlage und Betonplatte einer Festen Fahrbahn
JP4774278B2 (ja) * 2005-11-09 2011-09-14 保線機器整備株式会社 軌条のジャッキアップ装置
KR100660007B1 (ko) * 2006-03-20 2006-12-20 주식회사 한국종합기술 철도 레일 고정 구조
KR100956008B1 (ko) * 2008-03-13 2010-05-04 한국철도기술연구원 자기부상철도용 궤도 시공을 위한 레일 임시 고정 장치
KR100870087B1 (ko) * 2008-05-30 2008-11-24 박병희 레일 조립 받침대
KR100956009B1 (ko) * 2010-02-12 2010-05-04 한국철도기술연구원 자기부상철도용 궤도의 용이한 시공을 위한 레일 임시 고정 장치
KR100956010B1 (ko) * 2010-02-12 2010-05-04 한국철도기술연구원 자기부상철도용 궤도 시공시 레일의 임시고정을 위한 레일 임시 고정 장치
ES2387965B1 (es) * 2010-11-16 2013-08-09 Alejandro Óscar Álvarez-Stein Maso Traviesa provisional recuperable.
KR101114443B1 (ko) * 2011-03-23 2012-02-24 강남훈 보조궤광을 이용한 콘크리트 직결궤도 시공방법
US8720157B1 (en) 2011-05-31 2014-05-13 Astro Engineering & Manufacturing, Inc. Rail gauge leveling tie
EP2748375B1 (fr) * 2011-08-26 2017-04-19 RTE Technologie GmbH Système de levage et d'orientation
US8480008B1 (en) * 2011-11-15 2013-07-09 Jim Arnold Rail controller mounting apparatus
KR101434911B1 (ko) * 2012-11-01 2014-08-29 화성궤도 주식회사 매립형 궤도를 구성하는 레일의 선형설정을 위한 레일 조립대
KR101272858B1 (ko) * 2012-11-13 2013-06-10 김성우 파워레일 지지 브라켓 인서트 설치용 매립 지그
PL2740842T3 (pl) * 2012-12-07 2018-04-30 Sonneville Ag Sposób przebudowy torowej nawierzchni podsypkowej na nawierzchnię bezpodsypkową
CN103213887A (zh) * 2013-04-26 2013-07-24 苏州富士电梯有限公司 一种铰链式张紧装置固定件
CN103243621B (zh) * 2013-05-12 2015-05-20 中国十七冶集团有限公司 有轨电车槽型钢轨调整用一体式钢轨支撑架的安装方法
JP5980739B2 (ja) * 2013-07-29 2016-08-31 保線機器整備株式会社 レール転倒防止装置
CN103835199B (zh) * 2014-02-22 2016-01-20 冯世英 立柱式轨枕临时支撑器的制造方法
CN103835197B (zh) * 2014-02-22 2015-10-21 冯世英 顶升式轨枕临时支撑器
CN103835198B (zh) * 2014-02-22 2015-12-02 冯世英 顶升式轨枕临时支撑器的制造和使用方法
CN103835200B (zh) * 2014-02-22 2015-11-25 冯世英 立柱式轨枕临时支撑器
JP6382686B2 (ja) * 2014-11-06 2018-08-29 株式会社山田精密製作所 レール仮置き台
GB201610661D0 (en) * 2016-06-17 2016-08-03 Gantry Railing Ltd Rail Fastening Device
IT201600100058A1 (it) * 2016-10-05 2018-04-05 Srt Soc A Responsabilita Limitata Con Socio Unico Dispositivo per il posizionamento di rotaie
DE202019102034U1 (de) * 2019-04-09 2020-07-10 Alois Schranz Metall & Maschinenbau Ausrichtvorrichtung zum Ausrichten von Schienen im Gleisbau
DE102020103477A1 (de) 2020-02-11 2021-08-12 Deutsche Bahn Aktiengesellschaft Hilfsvorrichtung für das Bohren eines Loches in eine Gleisschwelle
WO2022011412A1 (fr) * 2020-07-15 2022-01-20 Martinus Rail Pty Ltd Plaque de réglage de voie sans traverse et procédé d'installation
AT18005U1 (de) * 2022-05-05 2023-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Vorrichtung zum Verlagern eines vorpositioniert auf einem Boden aufgelagerten Infrastrukturbauteils, insbesondere einer Gleistragplatte, in eine Zielanordnung, Kombination, System und Verfahren

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103325593A (zh) * 2013-07-03 2013-09-25 安徽省电力公司安庆供电公司 一种刀闸操动机构水平度及水平四向调节承载平台
CN103325597A (zh) * 2013-07-03 2013-09-25 安徽省电力公司安庆供电公司 升降式刀闸操动机构四向调节承载平台
CN103325596A (zh) * 2013-07-03 2013-09-25 安徽省电力公司安庆供电公司 升降式刀闸操动机构水平度及水平四向调节承载平台

Also Published As

Publication number Publication date
CA2504962C (fr) 2010-02-16
DK1585862T3 (da) 2006-10-02
US7500617B2 (en) 2009-03-10
ATE328156T1 (de) 2006-06-15
JP2006513340A (ja) 2006-04-20
JP4014009B2 (ja) 2007-11-28
RU2291241C2 (ru) 2007-01-10
TW200415288A (en) 2004-08-16
KR100704943B1 (ko) 2007-04-09
PL206551B1 (pl) 2010-08-31
EP1585862B1 (fr) 2006-05-31
TWI263721B (en) 2006-10-11
DE50303624D1 (de) 2006-07-06
AU2003279391B2 (en) 2007-09-27
ES2261984T3 (es) 2006-11-16
KR20050087883A (ko) 2005-08-31
AU2003279391A1 (en) 2004-08-13
CA2504962A1 (fr) 2004-08-05
NO20043187L (no) 2005-08-22
US20060011792A1 (en) 2006-01-19
WO2004065692A1 (fr) 2004-08-05
RU2005126417A (ru) 2006-01-27
PL376215A1 (en) 2005-12-27
BR0306932A (pt) 2004-11-09
PT1585862E (pt) 2006-08-31
MXPA05007642A (es) 2005-09-30
NO20043187D0 (no) 2004-07-27

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