EP1730352B1 - Verfahren zur höhenkorrektur einer festen schienenfahrbahn - Google Patents

Verfahren zur höhenkorrektur einer festen schienenfahrbahn Download PDF

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Publication number
EP1730352B1
EP1730352B1 EP06722655A EP06722655A EP1730352B1 EP 1730352 B1 EP1730352 B1 EP 1730352B1 EP 06722655 A EP06722655 A EP 06722655A EP 06722655 A EP06722655 A EP 06722655A EP 1730352 B1 EP1730352 B1 EP 1730352B1
Authority
EP
European Patent Office
Prior art keywords
carriageway
height
adjusting
fixed rail
panel
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
EP06722655A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1730352A1 (de
Inventor
Stephan Freudenstein
Martin Kowalski
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
Rail One 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 Rail One GmbH filed Critical Rail One GmbH
Priority to SI200630010T priority Critical patent/SI1730352T1/sl
Priority to PL06722655T priority patent/PL1730352T3/pl
Publication of EP1730352A1 publication Critical patent/EP1730352A1/de
Application granted granted Critical
Publication of EP1730352B1 publication Critical patent/EP1730352B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B29/04Lifting or levelling of tracks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B31/00Working rails, sleepers, baseplates, or the like, in or on the line; Machines, tools, or auxiliary devices specially designed therefor
    • E01B31/20Working or treating non-metal sleepers in or on the line, e.g. marking, creosoting
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • 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 method for correcting the height of a fixed rail track, in which the rails supporting sleepers are embedded in a resting on a substrate deck slab, according to the preamble of claim 1.
  • the invention is based on the problem of specifying a method for height correction of a fixed rail track, which can also be used for larger height differences and with which the layers can be reliably separated.
  • the invention is based on the finding that a height correction is not only possible by measures in the area of the rail supports, but can be realized by lifting the entire deck plate.
  • the carriageway plate is separated by pressure surges from the substrate or the substructure or the hydraulically bound support layer so that none of the parts is damaged.
  • filling openings are attached.
  • the slab slab lying loosely on the ground is raised and moved into the desired set position, in particular to the desired height, and fixed there.
  • a flowable potting material is introduced through the filling openings, which through the filling openings in the space between the deck and the ground flows until the entire space between the deck and the ground is filled.
  • the rail track is permanently fixed in the predetermined desired height.
  • the filling openings are mounted in the carriageway plate in the region of the rails. It is useful if several, preferably two, filling openings are mounted transversely to the rails. Alternatively or additionally, a plurality of filling openings may optionally be provided in the longitudinal direction of the rails, the number of which depends on the length of the track section to be corrected in height.
  • the required filling openings can be drilled in carrying out the method according to the invention. In order to facilitate the introduction of the potting material, this can be injected molded or pressed.
  • the separation of the carriageway slab from the substrate can be effected in particular by pneumatic pressure surges. It is expedient if openings for introducing the pressure surges are generated before the separation.
  • the separation can also be done by horizontally arranged, force-generating elements such as hydraulic cylinders.
  • force-generating elements such as hydraulic cylinders.
  • it may be provided to separate the carriageway slab by means of a horizontally arranged wire saw.
  • the solid rail track 1 shown in FIG. 1 consists essentially of a roadway panel 2 made of concrete, which rests on a substrate 3.
  • the substrate is formed as a hydraulically bonded support layer.
  • a triangle 8 is shown as a marker whose lower tip indicates the desired height of the rail 6. Due to a subsidence of the ground 3, the height difference h has been set, which indicates the deviation between the desired height and the actual height of the rail 6.
  • the deck 2 is separated from the ground 3 by pressure surges, care being taken to ensure that the deck 2 and the ground 3 are not damaged. Accordingly, the separation takes place exactly at the contact surface 9 between the carriageway panel 2 and the substrate 3. After separation, the carriageway panel 2 loosely rests on the substrate 3.
  • Fig. 2 shows the illustrated in Fig. 1 fixed railroad track with attached filling openings after lifting.
  • filling openings 10 are drilled.
  • the filling openings 10 extend transversely to the carriageway panel 2 from the top to the bottom. In the longitudinal direction of the rails, a plurality of such filling openings is drilled at regular intervals. In addition to the two filling openings 10 shown in FIG. 2, further filling openings may be present, which may also be offset in the rail longitudinal direction.
  • the slab track 2 resting loosely on the substrate 3 is raised.
  • a suitable lifting means is used, which makes it possible to specify the rails 6, 7 precisely to the desired height and adjust.
  • the "floating" carriageway panel 2 is fixed in this position.
  • Fig. 3 shows the solid railroad track after the pressing of the potting material.
  • potting material 11 is pressed through the filling openings.
  • the potting material 11 enters the space between the underside of the carriageway panel 2 and the top of the substrate 3 and fills it completely.
  • the viscosity of the potting material 11 is chosen so that it does not leak on the free sides.
  • a formwork can be attached, which is removed after the curing of the potting material 11 again.
  • a pump or other suitable device can be used for pressing the potting material 11. After hardening of the potting material 11, the method for height correction is completed, then is a raised to the predetermined desired height rail carriage 1 with the same carrying capacity as before the measure available.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Control Of Stepping Motors (AREA)
  • Indexing, Searching, Synchronizing, And The Amount Of Synchronization Travel Of Record Carriers (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Repair (AREA)
  • Vehicle Body Suspensions (AREA)
EP06722655A 2005-03-26 2006-03-20 Verfahren zur höhenkorrektur einer festen schienenfahrbahn Expired - Lifetime EP1730352B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200630010T SI1730352T1 (sl) 2005-03-26 2006-03-20 Postopek za korekturo visine fiksne železniske proge
PL06722655T PL1730352T3 (pl) 2005-03-26 2006-03-20 Sposób korekcji wysokości stałego toru kolejowego

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005013947A DE102005013947A1 (de) 2005-03-26 2005-03-26 Verfahren zur Höhenkorrektur einer festen Schienenfahrbahn und feste Schienenfahrbahn
PCT/DE2006/000501 WO2006102866A1 (de) 2005-03-26 2006-03-20 Verfahren zur höhenkorrektur einer festen schienenfahrbahn

Publications (2)

Publication Number Publication Date
EP1730352A1 EP1730352A1 (de) 2006-12-13
EP1730352B1 true EP1730352B1 (de) 2007-08-29

Family

ID=36303143

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06722655A Expired - Lifetime EP1730352B1 (de) 2005-03-26 2006-03-20 Verfahren zur höhenkorrektur einer festen schienenfahrbahn

Country Status (20)

Country Link
US (1) US7810741B2 (pl)
EP (1) EP1730352B1 (pl)
JP (1) JP2008534816A (pl)
KR (1) KR100788992B1 (pl)
CN (1) CN100547165C (pl)
AT (1) ATE371771T1 (pl)
AU (1) AU2005327807A1 (pl)
BR (1) BRPI0604265A (pl)
CA (1) CA2587142C (pl)
DE (2) DE102005013947A1 (pl)
DK (1) DK1730352T3 (pl)
ES (1) ES2292163T3 (pl)
IL (1) IL178712A (pl)
PL (1) PL1730352T3 (pl)
PT (1) PT1730352E (pl)
RU (2) RU2006136916A (pl)
TW (1) TW200643268A (pl)
UA (1) UA88001C2 (pl)
WO (1) WO2006102866A1 (pl)
ZA (1) ZA200608073B (pl)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153259A (zh) * 2014-08-20 2014-11-19 中国铁道科学研究院铁道建筑研究所 一种用于沉降无砟轨道的注浆抬升快速修复方法

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DE102005054820A1 (de) * 2005-11-15 2007-05-24 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge
GB0604169D0 (en) * 2006-03-02 2006-04-12 Jay Anthony Track bed structures
RU2334839C1 (ru) * 2007-03-27 2008-09-27 Государственное образовательное учреждение высшего профессионального образования Иркутский государственный университет путей сообщения (ИрГУПС) Способ ремонта основания железнодорожного пути тоннеля
DE502008000443D1 (de) * 2007-08-03 2010-04-29 Ralf Zuercher Verfahren und Vorrichtung zum maschinellen Ausbau von Bodenschichten im Gleisbau
DE202008006153U1 (de) * 2008-05-05 2008-07-10 Db Netz Ag Feste Fahrbahn für schienengebundene Fahrzeuge auf einer Brücke
KR101011502B1 (ko) 2009-02-26 2011-01-31 한국철도기술연구원 콘크리트 궤도의 침하량 급속복구방법
EP2465583B1 (en) * 2010-12-20 2016-07-13 AIRBUS HELICOPTERS DEUTSCHLAND GmbH Smoke simulator system for aircraft cockpit
CN103132408B (zh) * 2011-11-24 2014-11-19 金鹰重型工程机械有限公司 轨道起道装置
CN102888791B (zh) * 2012-10-15 2015-07-01 中铁二十三局集团轨道交通工程有限公司 一种板式无砟轨道维修结构及其维修方法
PL2740842T3 (pl) * 2012-12-07 2018-04-30 Sonneville Ag Sposób przebudowy torowej nawierzchni podsypkowej na nawierzchnię bezpodsypkową
CN103882784B (zh) * 2014-02-26 2015-08-12 苏州设计研究院股份有限公司 道床与地梁间的减压减震结构
JP6286234B2 (ja) * 2014-03-06 2018-02-28 株式会社アレン スラブ式軌道の補修用型枠およびスラブ式軌道の填充層補修工法
CN104131498B (zh) * 2014-08-12 2016-03-16 中国铁道科学研究院铁道建筑研究所 一种用于曲线段沉降无砟轨道抬升修复方法
CN104153260B (zh) * 2014-08-20 2016-06-29 中国铁道科学研究院铁道建筑研究所 一种无砟轨道注浆抬升用的注浆袋及其制作与使用方法
JP6592297B2 (ja) * 2015-08-07 2019-10-16 中国塗料株式会社 スラブ式軌道の補修構造およびスラブ式軌道の補修構造に用いられる粘着シート、ならびにスラブ式軌道の補修方法
CN105714619B (zh) * 2016-04-21 2017-10-27 中铁二十四局集团有限公司 板式无砟道床结构的施工方法
JP7367953B2 (ja) * 2018-09-07 2023-10-24 株式会社アレン スラブ式軌道用の補修型枠及びこれを用いたスラブ式軌道の填充層補修工法
CN109722956B (zh) * 2019-01-23 2021-06-25 中国铁道科学研究院集团有限公司铁道建筑研究所 高速铁路注浆抬升方法和注浆材料
CN110453551B (zh) * 2019-07-19 2021-08-13 胡军 一种地铁修建用方便铁轨进行偏移校准调整装置
CN111424469A (zh) * 2019-11-19 2020-07-17 中国铁道科学研究院集团有限公司铁道建筑研究所 一种路基无砟轨道内防水结构、施工方法及应用
CN113089394A (zh) * 2021-03-26 2021-07-09 西南交通大学 双块式无砟轨道支承层机械抬升及注浆加固快速修复方法
CN114575197A (zh) * 2022-03-14 2022-06-03 中铁二院工程集团有限责任公司 山区高速铁路隧道仰拱病害处理结构及处理方法
KR102675669B1 (ko) * 2022-04-05 2024-06-17 (주) 철도안전연구소 도상 콘크리트층의 복원 방법
CN114753190B (zh) * 2022-04-19 2023-05-23 中铁四局集团有限公司 一种运营线路整体道床改造施工方法

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DE19653858C2 (de) * 1996-12-21 2001-11-08 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn
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DE19834060A1 (de) 1998-07-29 1999-04-29 Zueblin Ag Sanierung des Untergrundes von festen Fahrbahnen
HUP0301554A2 (en) 2000-09-12 2003-09-29 Boegl Max Bauunternehmung Gmbh Method and device for correcting the position of a slab construction consisting of precast concrete slabs
DE10138803A1 (de) * 2001-08-14 2003-02-27 Boegl Max Bauunternehmung Gmbh Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153259A (zh) * 2014-08-20 2014-11-19 中国铁道科学研究院铁道建筑研究所 一种用于沉降无砟轨道的注浆抬升快速修复方法

Also Published As

Publication number Publication date
DE102005013947A1 (de) 2006-10-05
DE502006000077D1 (de) 2007-10-11
CA2587142C (en) 2010-12-07
PT1730352E (pt) 2007-11-13
KR20060131904A (ko) 2006-12-20
US20080257971A1 (en) 2008-10-23
UA88001C2 (ru) 2009-09-10
BRPI0604265A (pt) 2007-12-18
ES2292163T3 (es) 2008-03-01
AU2005327807A1 (en) 2006-10-12
CA2587142A1 (en) 2006-09-26
US7810741B2 (en) 2010-10-12
ZA200608073B (en) 2007-06-27
IL178712A0 (en) 2007-02-11
PL1730352T3 (pl) 2008-01-31
IL178712A (en) 2010-05-17
RU2006136916A (ru) 2008-04-27
JP2008534816A (ja) 2008-08-28
KR100788992B1 (ko) 2007-12-28
TW200643268A (en) 2006-12-16
EP1730352A1 (de) 2006-12-13
RU85489U1 (ru) 2009-08-10
WO2006102866A1 (de) 2006-10-05
CN100547165C (zh) 2009-10-07
ATE371771T1 (de) 2007-09-15
DK1730352T3 (da) 2008-01-21
CN1837476A (zh) 2006-09-27

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