Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning

This article presents a method for measuring the geometry of crane rails with terrestrial laser scanning (TLS). Two sets of crane rails were divided into segments, their planes were adjusted, and the characteristic rail lines were defined. We used their profiles to define the positional and altitude...

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Main Authors: Klemen Kregar, Jan Možina, Tomaž Ambrožič, Dušan Kogoj, Aleš Marjetič, Gašper Štebe, Simona Savšek
Format: Article
Language:English
Published: MDPI AG 2017-07-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/17/7/1671
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spelling doaj-433d019b29ca45cab79d9d47bda3f7332020-11-25T00:38:15ZengMDPI AGSensors1424-82202017-07-01177167110.3390/s17071671s17071671Control Measurements of Crane Rails Performed by Terrestrial Laser ScanningKlemen Kregar0Jan Možina1Tomaž Ambrožič2Dušan Kogoj3Aleš Marjetič4Gašper Štebe5Simona Savšek6Faculty of Civil and Geodetic Engineering, University of Ljubljana, 1000 Ljubljana, SloveniaBKR Ingenieurbüro GmbH, 69469 Weinheim, GermanyFaculty of Civil and Geodetic Engineering, University of Ljubljana, 1000 Ljubljana, SloveniaFaculty of Civil and Geodetic Engineering, University of Ljubljana, 1000 Ljubljana, SloveniaFaculty of Civil and Geodetic Engineering, University of Ljubljana, 1000 Ljubljana, SloveniaFaculty of Civil and Geodetic Engineering, University of Ljubljana, 1000 Ljubljana, SloveniaFaculty of Civil and Geodetic Engineering, University of Ljubljana, 1000 Ljubljana, SloveniaThis article presents a method for measuring the geometry of crane rails with terrestrial laser scanning (TLS). Two sets of crane rails were divided into segments, their planes were adjusted, and the characteristic rail lines were defined. We used their profiles to define the positional and altitude deviations of the rails, the span and height difference between the two rails, and we also verified that they complied with the Eurocode 3 standard. We tested the method on crane rails at the hydroelectric power plant in Krško and the thermal power plant in Brestanica. We used two scanning techniques: “pure” TLS (Riegel VZ-400) and “hybrid” TLS (Leica MS50) scanning. This article’s original contribution lies in the detailed presentation of the computations used to define the characteristic lines of the rails without using the numeric procedures from existing software packages. We also analysed the influence of segment length and point density on the rail geometry results, and compared the two laser scanning techniques. We also compared the results obtained by terrestrial laser scanning with the results obtained from the classic polar method, which served as a reference point for its precision.https://www.mdpi.com/1424-8220/17/7/1671crane railterrestrial laser scanningcontrol measurements
collection DOAJ
language English
format Article
sources DOAJ
author Klemen Kregar
Jan Možina
Tomaž Ambrožič
Dušan Kogoj
Aleš Marjetič
Gašper Štebe
Simona Savšek
spellingShingle Klemen Kregar
Jan Možina
Tomaž Ambrožič
Dušan Kogoj
Aleš Marjetič
Gašper Štebe
Simona Savšek
Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning
Sensors
crane rail
terrestrial laser scanning
control measurements
author_facet Klemen Kregar
Jan Možina
Tomaž Ambrožič
Dušan Kogoj
Aleš Marjetič
Gašper Štebe
Simona Savšek
author_sort Klemen Kregar
title Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning
title_short Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning
title_full Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning
title_fullStr Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning
title_full_unstemmed Control Measurements of Crane Rails Performed by Terrestrial Laser Scanning
title_sort control measurements of crane rails performed by terrestrial laser scanning
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2017-07-01
description This article presents a method for measuring the geometry of crane rails with terrestrial laser scanning (TLS). Two sets of crane rails were divided into segments, their planes were adjusted, and the characteristic rail lines were defined. We used their profiles to define the positional and altitude deviations of the rails, the span and height difference between the two rails, and we also verified that they complied with the Eurocode 3 standard. We tested the method on crane rails at the hydroelectric power plant in Krško and the thermal power plant in Brestanica. We used two scanning techniques: “pure” TLS (Riegel VZ-400) and “hybrid” TLS (Leica MS50) scanning. This article’s original contribution lies in the detailed presentation of the computations used to define the characteristic lines of the rails without using the numeric procedures from existing software packages. We also analysed the influence of segment length and point density on the rail geometry results, and compared the two laser scanning techniques. We also compared the results obtained by terrestrial laser scanning with the results obtained from the classic polar method, which served as a reference point for its precision.
topic crane rail
terrestrial laser scanning
control measurements
url https://www.mdpi.com/1424-8220/17/7/1671
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