Vzpostavitev geodetske mreže za potrebe zakoličbe objekta

diplomska naloga

Zvonimir Bano (Author), Božo Koler (Mentor), Miran Kuhar (Thesis defence commission member), Dušan Petrovič (Thesis defence commission member), Bojan Stopar (Co-mentor)

Abstract

V diplomski nalogi je predstavljena vzpostavitev geodetske mreže za zakoličbo objekta s pomočjo GNSS in klasične metode geodetske izmere. Ločeno je obravnavana položajna in višinska geodetska mreža. Praktična izvedba terenskega dela je potekala v dveh ločenih fazah, za katero smo v prvi fazi uporabili kinematično (VRS) in statično GNSS metodo izmere z namenom primerjave rezultatov obeh omenjenih metod. V drugi fazi smo opravili še terestrično geodetsko izmero s tahimetrom Leica TCR 805, katere namen je bil ugotoviti ali lahko z omenjenimi metodami dosežemo zahtevano natančnost določitve koordinat točk primarne položajne in višinske geodetske mreže, kot izhodišče za nadaljno zakoličbo objekta.

Keywords

geodezija;diplomska naloga;VSŠ;TUN;geodetska mreža za zakoličbo objekta;statična metoda izmere;VRS-metoda izmere;klasična metoda izmere;izravnava geodetske mreže;

Data

Language:	Slovenian
Year of publishing:	2017
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[Z. Bano]
UDC:	528.232.22:528.531(497.4)(043.2)
COBISS:	7938145
Views:	1537
Downloads:	946
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Establishing a surveying network for the setting out a building
Secondary abstract:	The thesis presents the establishing of a surveying network for the setting out a building using GNSS and conventional methods of land survey. Positioning and height surveying network is treated separately. Practical implementation of the field work was carried out in two separate stages, for which we used in the first phase the kinematic (VRS) and static GNSS surveying method in order to compare the results of these two methods. In the second phase we have performed a terrestrial geodetic survey with the total station Leica TCR 805, the purpose of which was to determine whether the aforementioned methods achieve the required accuracy of the coordinate points of the primary positional and altitude geodetic network as a reference point for further setting out a building.
Secondary keywords:	geodesy;graduation thesis;surveying network;setting out a building;static method;VRS-method;clasic surveying method;network adjustment;
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XII, 36 str., [40] str. pril.
ID:	9578898