EP1856328B1 - Verfahren zur gleislagekorrektur und gleisbaumaschine - Google Patents

Verfahren zur gleislagekorrektur und gleisbaumaschine Download PDF

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Publication number
EP1856328B1
EP1856328B1 EP05716771A EP05716771A EP1856328B1 EP 1856328 B1 EP1856328 B1 EP 1856328B1 EP 05716771 A EP05716771 A EP 05716771A EP 05716771 A EP05716771 A EP 05716771A EP 1856328 B1 EP1856328 B1 EP 1856328B1
Authority
EP
European Patent Office
Prior art keywords
track
ballast
machine
frame
sleepers
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
Application number
EP05716771A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1856328A1 (de
Inventor
Josef Theurer
Bernhard Lichtberger
Erwin Matzinger
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.)
Franz Plasser Bahnbaumaschinen Industrie GmbH
Original Assignee
Franz Plasser Bahnbaumaschinen Industrie 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 Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to PL05716771T priority Critical patent/PL1856328T3/pl
Publication of EP1856328A1 publication Critical patent/EP1856328A1/de
Application granted granted Critical
Publication of EP1856328B1 publication Critical patent/EP1856328B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/16—Sleeper-tamping machines
    • E01B27/17—Sleeper-tamping machines combined with means for lifting, levelling or slewing the track
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/20—Compacting the material of the track-carrying ballastway, e.g. by vibrating the track, by surface vibrators

Definitions

  • the invention relates to a method according to the cited in the preamble of claim 1 features and a track construction machine.
  • the object of the present invention is now to provide a method of the type mentioned, with a caused by high pulling speeds lifting gravel is reliably avoidable.
  • This object of the invention is achieved by a method of the generic type in that is compacted with respect to a timing of the various operations both after the track stabilization and after the use of the sweeping brush located in the Schwellen intimatefächem gravel in conjunction with a ballast and vibrations.
  • Another object of the invention is also to provide a track construction machine according to the cited in the preamble of claim 4 features that can avoid a caused by the pull of a fast-moving train gravel flight in a simple manner.
  • ballast stones which have been reoriented both by the use of the sweeping brush and the stabilization unit and thus lying loosely on the surface, are anchored more strongly by means of the sleeper compartments positioned at the rear end of the machine to produce a compacted surface.
  • an adverse gravel flight can be largely excluded.
  • Fig. 1 a side view of a track construction machine with Schwellenfachver Actually
  • Fig. 2 an enlarged view of the threshold compaction
  • Fig. 3, 4 other variants of track-laying machines.
  • An in Fig. 1 apparent track construction machine 1 for track position correction has a - with respect to a working direction 2 - front first and a subsequent second machine frame 3 and 4, which are movable by rail carriages 5 on a track 8 formed by sleepers 6 and rails 7.
  • On the front frame 3 machine height adjustment and vibrating stabilization units 10 and flank plows 11 are provided by drives 9.
  • Fig. 2 can be seen between the second machine frame 4 and tool frame 20 connected thereto and by a drive 23 extendable support means 24 are arranged. These have on the machine frame 4 unrolled rollers 25.
  • the compacting tools 17 are by drives 26 Neillnverstell- and vibratable. For simultaneous compression of three successive arranged threshold intermediate compartments 27 three compacting tools 17 are arranged one behind the other.
  • Each rail chassis 21 is assigned its own traction drive 28.
  • track 8 For track position correction resting on the ballast bed 16 track 8 initially under lifting in a provisional target position is supported (by an upstream, tamping machine not shown). Subsequently, the track 8 is finally lowered as part of a track stabilization - by the use of stabilization units 10 - applying a acting in the vertical direction load and vibrations controlled in a final target position. In this case, the machine 1 is moved continuously in the working direction 2. At the same time, the subsequent rotating brush 14 on the track 8 or in the threshold intermediate compartment 27 is used to distribute ballast 19 in order to achieve a desired uniform ballasting of the track 8.
  • the compacting tools 17 arranged one behind the other are each placed in a threshold intermediate compartment 27 lowered and pressed in combination of vertical load and vibrations briefly on the ballast 19.
  • the tool frame 20 is stationary locally and thereby shifts relative to the rear, continuously moving forward machine frame 4 in the direction of the rearmost rail carriage fifth
  • the traction drives 28 and the drive 22 are activated, whereby the tool frame 20 is moved rapidly to its front end position. After centering the compacting tools 17 on the corresponding Schwellen industryfächem 27 again takes place a new compression cycle. Parallel to this, the ballast 19 located in a threshold precursor head region 29 of the ballast bed 16 adjoining the sleepers 6 is also compressed by precursor compressors 30.
  • solvent-hardening liquid may be sprayed onto the ballast 19 by evaporation of solvent.
  • the inventive method can also with a in the 3 and 4 variant shown are performed.
  • the in Fig. 3 As shown solution are the sweeping brush 14 and the threshold shedder 18 on its own machine 31, which comes after a stabilizer 32 is used.
  • the sleeper compartment compressor 18 is located on a separate machine 33.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Control Of Linear Motors (AREA)
  • Optical Recording Or Reproduction (AREA)
EP05716771A 2005-02-23 2005-02-23 Verfahren zur gleislagekorrektur und gleisbaumaschine Not-in-force EP1856328B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05716771T PL1856328T3 (pl) 2005-02-23 2005-02-23 Sposób korekcji położenia toru kolejowego i maszyna do budowy torów

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2005/050768 WO2006089587A1 (de) 2005-02-23 2005-02-23 Verfahren zur gleislagekorrektur und gleisbaumaschine

Publications (2)

Publication Number Publication Date
EP1856328A1 EP1856328A1 (de) 2007-11-21
EP1856328B1 true EP1856328B1 (de) 2008-12-17

Family

ID=35044637

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05716771A Not-in-force EP1856328B1 (de) 2005-02-23 2005-02-23 Verfahren zur gleislagekorrektur und gleisbaumaschine

Country Status (10)

Country Link
EP (1) EP1856328B1 (ko)
JP (1) JP4614467B2 (ko)
KR (1) KR101149220B1 (ko)
AT (1) ATE417960T1 (ko)
DE (1) DE502005006301D1 (ko)
DK (1) DK1856328T3 (ko)
EA (1) EA013437B1 (ko)
ES (1) ES2318465T3 (ko)
PL (1) PL1856328T3 (ko)
WO (1) WO2006089587A1 (ko)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109070670A (zh) * 2016-04-19 2018-12-21 许尔利曼铁路技术股份公司 用于将多组分粘合剂排放到散粒体混合物上的装置以及装置的排放方法和用途
CN111364325A (zh) * 2020-03-26 2020-07-03 方军 一种能够进行预清扫的土木工程用夯地车

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT505909B1 (de) * 2007-11-27 2009-05-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur verdichtung von schotter eines gleises
EP2902546B2 (de) * 2014-01-30 2020-09-02 HP3 Real GmbH Vorrichtung zum Verdichten der Schotterbettung eines Gleises
AT518324B1 (de) 2016-02-16 2018-04-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine und Verfahren zur Verdichtung eines Schotterbettes

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT391904B (de) * 1988-09-15 1990-12-27 Plasser Bahnbaumasch Franz Gleisbaumaschine mit gleis-stabilisator
US5172637A (en) * 1991-02-01 1992-12-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing machine for the controlled lowering of the track
AT402952B (de) * 1991-03-26 1997-10-27 Plasser Bahnbaumasch Franz Gleisbaumaschine zum kontrollierten absenken einesgleises
ATE254698T1 (de) * 1998-03-27 2003-12-15 Plasser Bahnbaumasch Franz Verfahren zur gleislagekorrektur

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109070670A (zh) * 2016-04-19 2018-12-21 许尔利曼铁路技术股份公司 用于将多组分粘合剂排放到散粒体混合物上的装置以及装置的排放方法和用途
CN109070670B (zh) * 2016-04-19 2022-05-03 许尔利曼铁路技术股份公司 用于将多组分粘合剂排放到散粒体混合物上的装置以及装置的排放方法和用途
CN111364325A (zh) * 2020-03-26 2020-07-03 方军 一种能够进行预清扫的土木工程用夯地车

Also Published As

Publication number Publication date
PL1856328T3 (pl) 2009-03-31
EA200701456A1 (ru) 2008-12-30
DK1856328T3 (da) 2009-02-02
DE502005006301D1 (de) 2009-01-29
ES2318465T3 (es) 2009-05-01
JP2008531873A (ja) 2008-08-14
WO2006089587A1 (de) 2006-08-31
ATE417960T1 (de) 2009-01-15
JP4614467B2 (ja) 2011-01-19
KR101149220B1 (ko) 2012-05-25
EA013437B1 (ru) 2010-04-30
EP1856328A1 (de) 2007-11-21
KR20070108373A (ko) 2007-11-09

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