izpis_h1_title_alt

Uporaba tehnologije terestričnega laserskega skeniranja za določitev geometrije primarne podgradnje v predoru : magistrsko delo št.: 150/II. GIG
ID Grabrijan, Tanja (Author), ID Urbančič, Tilen (Mentor) More about this mentor... This link opens in a new window, ID Koler, Božo (Co-mentor)

.pdfPDF - Presentation file, Download (5,96 MB)
MD5: 91DED2072452B79C2C99EC68B7DE08EA

Abstract
Terestrično lasersko skeniranje je v zadnjih dveh desetletjih povzročilo novo ero geodetskih meritev na številnih inženirskih področjih. Hitra in zanesljiva metoda izmere botruje dejstvu, da skeniranje prednjači po uporabi pred klasičnimi terenskimi izmerami tam, kjer s skeniranjem dosežemo zahtevano natančnost, kjer so pogoji za izmero zahtevnejši, kjer so objekti kompleksnejši in kjer bi z ostalimi metodami porabili bistveno več časa. Eden takšnih primerov je merjenje geometrije v predorih, saj izvajalce del zanima kakovost opravljenega dela oz. skladnost izvedenih del s projektno dokumentacijo. V magistrskem delu nas je zanimala uporaba in kakovost laserskih skenerjev pri določevanju geometrije primarne podgradnje. Podrobneje smo primerjali in analizirali rezultate, ki smo jih dobili z laserskima skenerjema BLK360 in ZEB Go. Za referenčne podatke smo privzeli rezultate tahimetrične izmere in laserskega skeniranja z Leica Nova MS50. Testne podatke smo zagotovili z izmero v železniškem predoru Pekel. Po analizi dobljenih rezultatov smo določili kriterije za uporabo laserskih skenerjev in tehnologije laserskega skeniranja za zajeme v predorih.

Language:Slovenian
Keywords:geodezija, magistrska dela, GIG, terestrično lasersko skeniranje, predor Pekel, oblak točk, geometrija, primarna podgradnja
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[T. Grabrijan]
Year:2022
Number of pages:VIII, 50 str.
PID:20.500.12556/RUL-139737-2993594e-c7a3-0a5f-18cd-d843baccd2c7 This link opens in a new window
UDC:528.7:624.19(497.4)(043.3)
COBISS.SI-ID:123318275 This link opens in a new window
Publication date in RUL:07.09.2022
Views:479
Downloads:95
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Secondary language

Language:English
Title:The use of terrestrial laser scanning technology to determine the geometry of the primary lining in a tunnel : master thesis no.: 150/II. GIG
Abstract:
Terrestrial laser scanning has led to a new era of surveying in many engineering fields in last two decades. The fast and reliable method of measurement fosters the fact that scanning takes precedence over classical terrestrial measurements in usage where scanning achieves the required accuracy, where conditions for measurement are more demanding, where objects are complex and where other methods would take much more time. One example with that kind of conditions is the measurement of geometry in tunnel, as contractors are interested in the quality of the work performed or compliance of the performed works with the project documentation. In our master's thesis, we were interested in the usability and quality of laser scanners in determining the geometry of the tunnel primary lining. We compared and evaluated the results obtained with the BLK360 and ZEB Go laser scanners in more detail. The results of tachymetric measurement and laser scanning with a Leica Nova MS50 were used as reference data. We provided the test data by measuring in the Pekel railway tunnel. After analyzing the obtained results, we determined the criteria for the usability of laser scanners and laser scanning technology for measurements in tunnels.

Keywords:geodesy, master thesis, terrestrial laser scanning, Pekel tunnel, point cloud, geometry, primary lining

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back