izpis_h1_title_alt

Kontrola geometrije tirnic žerjavne proge na pregradi HE Zlatoličje : diplomska naloga
ID Hren, Tine (Author), ID Koler, Božo (Mentor) More about this mentor... This link opens in a new window, ID Marjetič, Aleš (Comentor)

.pdfPDF - Presentation file, Download (4,93 MB)
MD5: 76CBB3800AA1264CA1C19714B9352D95

Abstract
Za kontrolo geometrije tirnic žerjavne proge smo izvedli izmero za določitev horizontalnega in višinskega poteka z različnimi metodami. Uporabili smo klasično polarno metodo geodetske izmere v kombinaciji z nastavkom – platformo L, metodo alinman z odčitki na kotniku in geometrični nivelman. Metode smo primerjali glede na medsebojni odnos obeh tirnic z določitvijo razpona in višinske razlike. Tako smo preverili tudi ustreznost žerjavne proge po standardu Evrokod 3. Vzpostavili smo geodetsko mrežo štirih točk in primerjali natančnost dveh različnih tahimetrov.

Language:Slovenian
Keywords:žerjav, tirnica, geometrija, razpon, višinska razlika, geodetska mreža, izravnava
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:[T. Hren]
Year:2018
PID:20.500.12556/RUL-103212 This link opens in a new window
UDC:528.48(043.2)
COBISS.SI-ID:8538977 This link opens in a new window
Publication date in RUL:15.09.2018
Views:1788
Downloads:422
Metadata:XML DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Secondary language

Language:English
Title:Control of crane track geometry on barrier of hydroelectric powerplant Zlatoličje : graduation thesis
Abstract:
For the control of crane traces geometry, we performed some measurments to determine horizontal and altitude course using various methods. We used the classical polar method of geodetic measurements in combination with special attachment - platform L, the so called method alinman with readings on the right angle ruler and the geometric leveling method. We compared the methods on traces relation, by determining the range and altitude difference. Therefore we as well checked the suitability of the crane track according to the Eurocode 3 standard. We established a geodetic network of four points and compared the accuracy of two different total stations.

Keywords:crane, trace, geometry, range, altitude difference, geodetic network, adjustment

Similar documents

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

Back