EP1039031A1 - Méthode de réalisation d'une voie ferrée - Google Patents

Méthode de réalisation d'une voie ferrée Download PDF

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Publication number
EP1039031A1
EP1039031A1 EP00105576A EP00105576A EP1039031A1 EP 1039031 A1 EP1039031 A1 EP 1039031A1 EP 00105576 A EP00105576 A EP 00105576A EP 00105576 A EP00105576 A EP 00105576A EP 1039031 A1 EP1039031 A1 EP 1039031A1
Authority
EP
European Patent Office
Prior art keywords
height
sleepers
rails
base layer
track section
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
EP00105576A
Other languages
German (de)
English (en)
Other versions
EP1039031B1 (fr
Inventor
Friedhelm Bieger
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.)
GSG Knape Gleissanierung GmbH
Original Assignee
GSG Knape Gleissanierung 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 GSG Knape Gleissanierung GmbH filed Critical GSG Knape Gleissanierung GmbH
Publication of EP1039031A1 publication Critical patent/EP1039031A1/fr
Application granted granted Critical
Publication of EP1039031B1 publication Critical patent/EP1039031B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B35/00—Applications of measuring apparatus or devices for track-building purposes
    • E01B35/02—Applications of measuring apparatus or devices for track-building purposes for spacing, for cross levelling; for laying-out curves
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the present invention relates to a method, method of manufacture a solid track for rail vehicles with a base layer, in particular made of asphalt or concrete, on which the rails carrying the rails Thresholds are placed and anchored, in which a track section laid out of sleepers and rails on the base layer and anchored, checked the height of the laid track section and, in particular by inserting height compensation plates between the threshold and Rail, is corrected.
  • Solid carriageways of the type described are particularly suitable for high ones Speeds are used because of the high accuracy requirements to the track position are to be met.
  • the base course on which the tracks can be placed with a very high accuracy become. However, this accuracy is not sufficient to be at high speeds to maintain the required accuracy.
  • the fluctuations in altitude the base course must therefore be balanced.
  • the manufacturing tolerances of the sleepers and possibly the Rails are balanced. This is done in known methods of described type by inserting compensation plates between Threshold and rail.
  • the invention has for its object the method of the above Way to improve and simplify.
  • This object is achieved in that the height of the base layer the intended support points of the sleepers and the thicknesses of the Thresholds in the area of the support points for the rails are measured, that from the measured values the need for height compensation and its size is determined and that suitable compensation means already be attached when laying the track section.
  • the height of the Rail measured at the bearing points on the sleepers and when determining height compensation is also taken into account.
  • this measure can also compensate for the height tolerances of the rails and thus the deviations of the altitude of the laid track from the Setpoint can be further reduced.
  • the measurement of the Height of the base course and / or the rail height when laying the Track section, especially immediately before placing a Threshold, with the compensating means before inserting the rail into the Sleepers are attached. This simplifies and improves the determination the bearing point to be measured on the base layer and it section of rail to be measured. By attaching the compensating means before the rail is inserted into the sleepers, there will be a loosening the rails from the sleepers to attach the compensating means dispensable.
  • the threshold is reduced fixed against shifting. This ensures that the rail remains on the measured section of the base layer and the accuracy achieved by applying the compensating means the altitude remains unchanged.
  • the height ratio is preferred when determining the height compensation between the left and right rails of a threshold, the altitude ratio successive thresholds and / or the longitudinal height ratio between two at a predetermined distance, for example five meters of mutually arranged measuring points are taken into account. This can take into account all the usual requirements for positional accuracy be worn.
  • the position of the track section in the transverse direction preferably starting from the middle of the sleeper, aligned before fixing. This is advantageously not only the altitude but also the longitudinal direction of the track section and the tolerances are reduced.
  • the height and lateral position of the track section can be determined according to an embodiment of the invention by means of applied to the base layer Auxiliary points are made. Likewise, the determination can also be made about Lasers are made from fixed points. Have these methods of determination turned out to be particularly suitable.
  • the measured Values, the compensatory measures taken and the final Track position documented. This means that the starting position can be called up at any time was given and with which measures which final result was achieved has been.
  • A is preferably used to carry out the method according to the invention
  • a base layer 1 On a base layer 1 there is a lower base layer 2, in particular one hydraulic bound base layer, and on top of this an upper base layer 3 applied.
  • the upper base layer 3 can in particular consist of Concrete or asphalt exist. Thresholds are on the upper base layer 3 4 placed on which rails 5 and 6 fastened by means of clamping means 7 are.
  • the sleepers 4 are attached to the upper base layer 3.
  • the height H 1 of the upper base layer 3 is measured at the support points 10 for the sleepers 4 before the sleepers 4 are put down.
  • the thicknesses D of the sleepers 4 at the support points 11 for the rails 5 and 6 and preferably also the heights H 2 of the rails 5, 6 are measured.
  • the necessary compensatory measures are determined from these measured values in order to maintain the required accuracy of the altitudes.
  • the neighborhood ratio i.e. the maximum permissible deviation of the heights of neighboring sleepers 4 or rail sections and the permissible height difference between two measuring points 12, 13 having a predetermined distance, in particular five meters, are taken into account.
  • the maximum permissible deviation from the absolute altitude can be, for example, 5 mm
  • the maximum deviation of the altitude of successive thresholds can be ⁇ 2 mm
  • the maximum deviation between two spaced measuring points 12, 13 can also be ⁇ 2 mm.
  • Height compensation plates are preferred to compensate for the altitude 14 inserted between the sleepers 4 and the rails 5, 6.
  • the height adjustment plates 14 can have thicknesses between 2 and 12, for example mm. Exceptionally, 4 can exist on the threshold Intermediate plates 15 are used for leveling.
  • the computer required for determining the height compensation can at the same time to control the threshold storage in the specified Threshold distance used in relation to the longitudinal direction of the track as well as for determining the threshold center for a directional Moving the threshold 4.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Magnetic Heads (AREA)
EP00105576A 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée Expired - Lifetime EP1039031B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19912422A DE19912422A1 (de) 1999-03-19 1999-03-19 Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge
DE19912422 1999-03-19

Publications (2)

Publication Number Publication Date
EP1039031A1 true EP1039031A1 (fr) 2000-09-27
EP1039031B1 EP1039031B1 (fr) 2003-10-01

Family

ID=7901656

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00105576A Expired - Lifetime EP1039031B1 (fr) 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée

Country Status (4)

Country Link
EP (1) EP1039031B1 (fr)
AT (1) ATE251255T1 (fr)
DE (2) DE19912422A1 (fr)
ES (1) ES2204385T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469704A (zh) * 2013-09-25 2013-12-25 中铁十六局集团第三工程有限公司 一种crtsⅱ型无砟轨道水泥乳化沥青砂浆灌注封边装置
CN103952951A (zh) * 2014-04-02 2014-07-30 北京建鼎国铁工程设计有限公司 一种用于高速铁路无砟轨道施工的工艺
CN105951538A (zh) * 2016-06-03 2016-09-21 同济大学 一种高铁路基受不对称堆载偏移的纠偏结构及纠偏方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111778780A (zh) * 2020-03-12 2020-10-16 中国铁道科学研究院集团有限公司铁道建筑研究所 高速铁路沥青级配碎石基床及其施工方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0574673A2 (fr) * 1992-06-19 1993-12-22 I.P.A. S.P.A. - Industria Prefabbricati Affini Procédé et dispositif pour la construction de la superstructure d'une voie sans ballast
EP0894898A1 (fr) * 1997-08-01 1999-02-03 Bahnbau Wels GmbH Méthode de réalisation d'une voie ferrée et dispositif pour le réglage en hauteur et le support temporaire des rails

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2659161A1 (de) * 1976-12-28 1978-07-06 Zueblin Ag Schotterloser eisenbahnoberbau
DE3922011A1 (de) * 1989-07-01 1991-01-10 Frenzel Otto Bauunternehmen Verfahren und vorrichtung zur reparatur von gleisanlagen
DE4432257C1 (de) * 1994-09-10 1996-03-07 Zueblin Ag Schienenbefestigung
DE4437942A1 (de) * 1994-10-24 1996-04-25 Walter Bau Ag Feste Fahrbahn und darauf befestigter Schwellenrost
DE19621170C2 (de) * 1996-05-24 1998-10-08 Wayss & Freytag Ag Verfahren zum Ausgleich von Setzungen bei festen Fahrbahnen für schienengebundenen Verkehr

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0574673A2 (fr) * 1992-06-19 1993-12-22 I.P.A. S.P.A. - Industria Prefabbricati Affini Procédé et dispositif pour la construction de la superstructure d'une voie sans ballast
EP0894898A1 (fr) * 1997-08-01 1999-02-03 Bahnbau Wels GmbH Méthode de réalisation d'une voie ferrée et dispositif pour le réglage en hauteur et le support temporaire des rails

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469704A (zh) * 2013-09-25 2013-12-25 中铁十六局集团第三工程有限公司 一种crtsⅱ型无砟轨道水泥乳化沥青砂浆灌注封边装置
CN103952951A (zh) * 2014-04-02 2014-07-30 北京建鼎国铁工程设计有限公司 一种用于高速铁路无砟轨道施工的工艺
CN105951538A (zh) * 2016-06-03 2016-09-21 同济大学 一种高铁路基受不对称堆载偏移的纠偏结构及纠偏方法

Also Published As

Publication number Publication date
ES2204385T3 (es) 2004-05-01
DE19912422A1 (de) 2000-09-21
DE50003871D1 (de) 2003-11-06
EP1039031B1 (fr) 2003-10-01
ATE251255T1 (de) 2003-10-15

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