20.500.12556/DKUM-65156 Primerjava metod zakoličbe dolžinskih objektov in velikih površin Comparison of stake out of linear objects and large areas 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. 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. gradbeništvo geodezija zakoličbe natančnost civil engineering surveying stake out accuracy true true false [G. Leskovšek] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2017-03-11 13:38:05 2017-04-04 12:00:39 2022-07-07 03:08:25 2019-07-11 15:09:23 2017 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 528.486.02(043.2) 20684822 URN:SI:UM:DK:IJZJJEWY MAG_Leskovsek_Gregor_2017.pdf MAG_Leskovsek_Gregor_2017.pdf 1 8744C43604F0356FC1A62FF09AE98840 c8582c6cc7e86fd42e1dc2c16c60abac28afde4c82331e2791a932208c344ee8 09ce821c-7c0e-11eb-bb7a-00155d0001ca https://dk.um.si/Dokument.php?lang=slv&id=110344 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0