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Description
  • The trial track section with a turnout in which are installed bearers with USP has been constructed in the Planá nad Lužnicí railway station (IV. railway corridor: Praha – České Budějovice – Linz) in 2007. The section comprises of the turnout and transition zones with USP and an appropriate comparative section. The aim of USP application is to homogenize track stiffness and as a consequence to improve the track quality. The trial track section, a methodology of a track geometry parameters' monitoring (precise levelling and track measuring car data) and a measurement evaluation are described in the article. Rail top levels of the tracks are monitored through a precise levelling. Following parameters from track recording car are monitored: alignment of track, longitudinal level and cant. Deviations from designed position, standard deviations of the parameters and track twist are calculated. Measurement and calculated data from both the precise levelling and track recording car are compared.
  • The trial track section with a turnout in which are installed bearers with USP has been constructed in the Planá nad Lužnicí railway station (IV. railway corridor: Praha – České Budějovice – Linz) in 2007. The section comprises of the turnout and transition zones with USP and an appropriate comparative section. The aim of USP application is to homogenize track stiffness and as a consequence to improve the track quality. The trial track section, a methodology of a track geometry parameters' monitoring (precise levelling and track measuring car data) and a measurement evaluation are described in the article. Rail top levels of the tracks are monitored through a precise levelling. Following parameters from track recording car are monitored: alignment of track, longitudinal level and cant. Deviations from designed position, standard deviations of the parameters and track twist are calculated. Measurement and calculated data from both the precise levelling and track recording car are compared. (en)
Title
  • Influence of USPs on the Quality of Track Geometry in Turnout
  • Influence of USPs on the Quality of Track Geometry in Turnout (en)
skos:prefLabel
  • Influence of USPs on the Quality of Track Geometry in Turnout
  • Influence of USPs on the Quality of Track Geometry in Turnout (en)
skos:notation
  • RIV/00216305:26110/12:PU98883!RIV15-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(TA01031173), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 141679
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU98883
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • monitoring, track geometry parameters, trial track section, turnout, under sleeper pads (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [52E6A747194D]
http://linked.open...v/mistoKonaniAkce
  • Zagreb
http://linked.open...i/riv/mistoVydani
  • Zagreb, Croatia
http://linked.open...i/riv/nazevZdroje
  • Raod and Rail Infrastructure II. Proceedings of the 2nd International Conference on Road and Rail Infrastructures - CETRA 2012
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Smutný, Jaroslav
  • Hruzíková, Miroslava
  • Plášek, Otto
  • Svoboda, Richard
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Univerzity of Zagreb, Croatia
https://schema.org/isbn
  • 978-953-6272-49-5
http://localhost/t...ganizacniJednotka
  • 26110
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