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Priprava operativnega plana za gradnjo premostitvenih objektov s sistemom postopnega narivanja : diplomska naloga
ID Novak, Gašper (Author), ID Šelih, Jana (Mentor) More about this mentor... This link opens in a new window, ID Srdič, Aleksander (Co-mentor)

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MD5: 18BC604EB90C32CFFD7EDE04513E3294
PID: 20.500.12556/rul/08b79268-80d3-4a43-8174-34d38cae4206

Abstract
Diplomsko delo obravnava gradnjo premostitvenih objektov z uporabo tehnologije postopnega narivanja. Delo podrobno opisuje potrebne tehnološke postopke, opremo, material in osebje, ki so potrebni pri gradnji posameznega segmenta. Diplomsko delo se opira na praktičen primer viadukta Ljubno, ki se gradi v sklopu nacionalnega avtocestnega programa na trasi avtoceste A-2, Predor Karavanke – Obrežje, na odseku Brezje – Podtabor. Naloga v nadaljevanju opisuje še pripravo operativnega plana za izgradnjo tipičnega segmenta prekladne konstrukcije. Operativni plan je izdelan s programom Microsoft Office Project, ki se dandanes kar pogosto uporablja v gradbeni operativi.

Language:Slovenian
Keywords:gradbeništvo, diplomska dela, VSŠ, prometna smer, operativni plan, gradnja viaduktov, armirani beton
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[G. Novak]
Year:2006
Number of pages:IX, 62 str., pril.
PID:20.500.12556/RUL-32085 This link opens in a new window
UDC:65.012.2:69(043.2)
COBISS.SI-ID:3315297 This link opens in a new window
Publication date in RUL:10.07.2015
Views:2407
Downloads:416
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Secondary language

Language:English
Title:Preparing of schedule for construction of bridges with incremental launching method : graduation thesis
Abstract:
The thesis presents one of the most advanced methods for bridge construction, the incremental launching method. All phases of technology, along with the required equipment, material and personnel, are described in detail. A case of the bridge Ljubno built within the framework of the National Highway Construction Programme (subsection Brezje – Podtabor) is presented. Further, the optimized schedule for construction of a typical segment of the structure was prepared by using MS Project software.

Keywords:work schedule, bridge construction, incremental launching method, reinforced concrete

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