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Title:Primerjava metod zakoličbe dolžinskih objektov in velikih površin
Authors:ID Leskovšek, Gregor (Author)
ID Kovačič, Boštjan (Mentor) More about this mentor... New window
ID Kamnik, Rok (Comentor)
Files:.pdf MAG_Leskovsek_Gregor_2017.pdf (4,17 MB)
MD5: 8744C43604F0356FC1A62FF09AE98840
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Namen magistrskega dela je bila primerjava metod zakoličbe dolžinskih objektov in velikih površin. Proces zakoličevanja se razlikuje od vrste objekta, ki ga zakoličujemo. Povzeli smo glavne značilnosti zakoličbe stanovanjskih, dolžinskih ter komunalnih objektov. Teoretično smo prikazali tudi izvedbo višinske zakoličbe s pomočjo nivelirja. Določeno pozornost smo namenili zahtevani merski natančnosti pri opravljanju geodetskih dejavnosti ter povezavi med gradbeno in mersko natančnostjo zakoličevanja. V magistrskem delu smo spoznali različne načine zajemanja podatkov za potrebe geodetske stroke. Posebno pozornost smo namenili metodi izmere GNSS ter metodi z elektronskim tahimetrom. Primerjali smo natančnost zakoličbe med obema načinoma zajemanja podatkov. Praktični primer smo izvedli s sistemom GNSS Topcon Hiper V in z elektronskim tahimetrom priznanega švicarskega proizvajalca Leica TS50. Analiza je pokazala, da je zakoličevanje natančnejše z uporabo elektronskega tahimetra, vendar tudi uporaba metode izmere GNSS omogoča dovolj natančno izvedbo zakoličbe dolžinskih kot tudi enostavnih stanovanjskih objektov.
Keywords:gradbeništvo, geodezija, zakoličbe, natančnost
Place of publishing:Maribor
Publisher:[G. Leskovšek]
Year of publishing:2017
PID:20.500.12556/DKUM-65156 New window
UDC:528.486.02(043.2)
COBISS.SI-ID:20684822 New window
NUK URN:URN:SI:UM:DK:IJZJJEWY
Publication date in DKUM:04.04.2017
Views:1959
Downloads:177
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:Comparison of stake out of linear objects and large areas
Abstract:The purpose of the master's thesis was comparison of stake out of longitudinal objects and large areas. Stake out process is different from the type of object that we stake out. We summarized the main characteristics of the stake out of residential, longitudinal and communal objects. Theoretically, we have also shown the execution of the height stake out using leveling instrument. A certain attention was dedicated to the required measurement accuracy in the performance of surveying activities and the link between the construction and the measurement accuracy stake out. Special attention was paid to the method of GNSS surveying and the method with an electronic total station. We compared the accuracy of stake out between the two ways of collecting data. A practical example was performed by using a Topcon GNSS system Hyper V and the renowned electronic total station of Swiss manufacturer, Leica TS50. Analysis has shown us that it is more accurate to stake out using an electronic total station, but also the use of GNSS surveying method gives us a sufficient precision performance of stake out of longitudinal, as well as simple residential objects.
Keywords:civil engineering, surveying, stake out, accuracy


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