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Title:TEHNOLOGIJA GRADNJE ŽELEZNIŠKEGA MOSTU V BRATONCIH
Authors:ID Golob, Tamara (Author)
ID Štrukelj, Andrej (Mentor) More about this mentor... New window
Files:.pdf VS_Golob_Tamara_2016.pdf (9,08 MB)
MD5: B9349939D87E49921B8CD916F72E5C3E
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V diplomskem delu je predstavljena rekonstrukcija železniškega mostu v Bratoncih za kategorijo D4. V ta namen smo skozi poglavja o organizaciji gradbišča, o uporabljenih materialih, iz katerih bo zgrajen objekt, o načinu izvedbe ter sami tehnologiji gradnje mostu opisali celovite postopke nadgradnje objekta. Za premoščanje železniškega prometa v času gradnje mostu smo vgradili in predstavili tipski provizorij. Po končani rekonstrukciji je bil opravljen obremenilni preizkus, ki nam je pokazal, kako se konstrukcija odziva na statične in dinamične obremenitve. Bistvenega pomena so vrednosti rezultatov pomikov v sredini mostu pri vožnji lokomotive.
Keywords:železniški most, organizacija gradbišča, materiali, način izvedbe mostu, provizorij, tehnologija gradnje, obremenilni preizkus mostu
Place of publishing:Maribor
Publisher:[T. Golob]
Year of publishing:2016
PID:20.500.12556/DKUM-62178 New window
UDC:69.04/.05:[624.21:625.41](043.2)
COBISS.SI-ID:20376598 New window
NUK URN:URN:SI:UM:DK:OPUP9GZF
Publication date in DKUM:28.09.2016
Views:1566
Downloads:204
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:CONSTRUCTION TECHNOLOGY OF A RAILWAY BRIDGE IN BRATONCI
Abstract:This Diploma thesis presents the reconstruction of the railway bridge in Bratonci for D4 category. For this purpose, we have described the complete renovation upgrade process through the chapters on organization of the building site, on the materials to be used, on how to implement the construction of the bridge, and on the technology. To bridge rail traffic during the construction of the bridge the temporary arrangement type was built and presented. After completion of the reconstruction the stress test was carried out, which showed us how the structure responds to static and dynamic loads. The results of displacements in the middle of the bridge when driving a locomotive are crucial.
Keywords:railway bridge, building site organization, the materials, the manner of implementation of the bridge, the temporary arrangement, construction technology, load test of the bridge


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