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2018 | OriginalPaper | Chapter

The Criteria for the Control of Condition of Railway Lines in FB&H

Authors : Mirna Hebib-Albinovic, Sanjin Albinovic

Published in: Advanced Technologies, Systems, and Applications II

Publisher: Springer International Publishing

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Abstract

Construction of the railway infrastructure is a very complex activity and requires a large financial investment. For this reason, always tends to build systems that have a long lifetime. A precondition for this, other than a quality of construction work and installation of high-quality material is continuous and proper maintenance. If we disregard the obvious and unexpected irregularities, which are observed by visiting the railway and requiring emergency and urgent actions to maintain the railway and treatment of the same, measuring driving is the most important instrument for identifying irregularities of track geometry and track condition, and railway capacity in terms of planning activities to maintain the railway and the planning works. According to the concept of measuring driving means the recording geometrical parameters the railway, customized railway vehicles for this purpose, which we call the measuring vehicle. Measuring vehicles carry out recording while driving on the track at reduced speed and under specific axial load. The geometry of tracks is one of the basic parameters, based on which it determines the speed of trains and rolling stock, and therefore the level of security in railway transport and line capacity.

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Footnotes
1
Qualification of the general track condition by applying several principles in the concrete case applied the territorial principle and qualifying length of 500 m, while the general condition of track geometry provides for a qualifying number of “SAD” which takes into account six geometric parameters (stability right, stability left, direction right, direction left, superelevation_A, superelevation_B).
 
2
K = 1.08.
 
Literature
1.
go back to reference Pravilnik 314—Pravilnik o održavanju gornjeg stroja pruga pruga JŽ, Beograd (1989) Pravilnik 314—Pravilnik o održavanju gornjeg stroja pruga pruga JŽ, Beograd (1989)
2.
go back to reference Uputstvo 339—Uputstvo o jedinstvenim kriterijumima za kontrolu stanja pruga na mreži JŽ, Beograd (1988) Uputstvo 339—Uputstvo o jedinstvenim kriterijumima za kontrolu stanja pruga na mreži JŽ, Beograd (1988)
3.
go back to reference EN 13848-6:2014 Railway applications. Track. Track geometry quality. Characterization of track geometry quality EN 13848-6:2014 Railway applications. Track. Track geometry quality. Characterization of track geometry quality
5.
go back to reference Evaluating of measurement of track geometry on the lines ŽFBH in the year 2008—final report, MÁV Központi Felépítményvizsgáló KFT (2008) Evaluating of measurement of track geometry on the lines ŽFBH in the year 2008—final report, MÁV Központi Felépítményvizsgáló KFT (2008)
7.
go back to reference Oberlechner, G., et al.: Tračnička mjerna vozila za beskontaktno mjerenje i procjenu podataka dobivenih mjerenjem Željeznice 21. HŽ Infrastruktura d.o.o., Zagreb (2014) Oberlechner, G., et al.: Tračnička mjerna vozila za beskontaktno mjerenje i procjenu podataka dobivenih mjerenjem Željeznice 21. HŽ Infrastruktura d.o.o., Zagreb (2014)
Metadata
Title
The Criteria for the Control of Condition of Railway Lines in FB&H
Authors
Mirna Hebib-Albinovic
Sanjin Albinovic
Copyright Year
2018
DOI
https://doi.org/10.1007/978-3-319-71321-2_60

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