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Idejna zasnova obvoznice v naselju Šentrupert : diplomsko delo
ID Stare, Lara (Author), ID Rijavec, Robert (Mentor) More about this mentor... This link opens in a new window

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Abstract
V diplomski nalogi obravnavamo idejno zasnovo obvoznice naselja Šentrupert. V vaško jedro, ki je opredeljeno kot območje kulturne dediščine, poteka regionalna cesta R3-750, po kateri se odvija tudi tovorni in tranzitni promet. Namen naloge je zasnovati obvozno cesto, ki bi ta promet umaknila iz jedra naselja. Izdelali smo tri variante poteka trase in jih obdelali na ravni idejne zasnove. Pred zasnovo smo analizirali obstoječe stanje: cestno omrežje in dostopnost, prometne obremenitve in strukturo prometa, prometno varnost, gospodarsko javno infrastrukturo, značilnosti terena, hidrološke razmere, kulturno dediščino ter namensko in dejansko rabo prostora. Trase smo izdelali na geodetskih in kartografskih podlagah v programih AutoCAD in AutoCAD Civil 3D, geometrijske elemente pa določili skladno s Pravilnikom o projektiranju cest in tehničnimi specifikacijami za ceste. Za vse tri variante smo določili horizontalni potek osi, niveleto, prečni profil, voziščno konstrukcijo in zasnovo odvodnjavanja. Variante smo nato ovrednotili in medsebojno primerjali s prostorskega in razvojnega vidika, z vidika vpliva na bivalno okolje ter s prometno-tehničnega, gradbenotehničnega in investicijskega vidika. Primerjava je pokazala, da je najustreznejša varianta 1, ki poteka po zahodni strani naselja: je najkrajša, ima najugodnejše geometrijske elemente, najmanj obremenjuje bivalno okolje ter je investicijsko najugodnejša. Kot najprimernejšo rešitev zato predlagamo varianto 1. Ker je naloga izdelana na ravni idejne zasnove, so količine in investicijske vrednosti ocenjene okvirno in jih je treba v nadaljnjih fazah projektiranja natančneje določiti.

Language:Slovenian
Keywords:diplomske naloge, gradbeništvo, obvoznica, idejna zasnova, projektiranje cest, variantne rešitve, vrednotenje variant, Šentrupert
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[L. Stare]
Year:2026
Number of pages:1 spletni vir (1 datoteka PDF (IX, 30 str., [18] str. pril.))
PID:20.500.12556/RUL-188821 This link opens in a new window
UDC:625.712.12(497.4)(043.2)
COBISS.SI-ID:293095171 This link opens in a new window
Publication date in RUL:29.09.2026
Views:14
Downloads:7
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Secondary language

Language:English
Title:Preliminary design of a bypass road in the settlement of Šentrupert
Abstract:
This thesis addresses the conceptual design of a bypass road for the village of Šentrupert. The regional road R3-750, which also carries freight and transit traffic, leads into the village centre, an area designated as cultural heritage. The aim of the thesis is to design a bypass road that would remove this traffic from the village core. Three alternative routes were prepared and elaborated at the level of a preliminary design. Prior to the design, the existing situation was analysed: the road network and accessibility, traffic volumes and traffic composition, road safety, public utility infrastructure, terrain characteristics, hydrological conditions, cultural heritage, and the designated and actual land use. The routes were prepared on geodetic and cartographic bases using AutoCAD and AutoCAD Civil 3D, while the geometric elements were determined in accordance with the Rules on road design and the technical specifications for roads. For all three alternatives, the horizontal alignment, the vertical alignment, the cross section, the pavement structure and the drainage concept were determined. The alternatives were then evaluated and compared from the spatial and development point of view, in terms of the impact on the living environment, and from the traffic-technical, construction-technical and investment points of view. The comparison showed that alternative 1, which runs along the western side of the settlement, is the most suitable: it is the shortest, has the most favourable geometric elements, has the least impact on the living environment, and is the most favourable in terms of investment. Alternative 1 is therefore proposed as the most appropriate solution. As the thesis is prepared at the level of a preliminary design, the quantities and investment values are estimated approximately and need to be determined more precisely in the subsequent design phases.

Keywords:graduation thesis, civil engineering, bypass road, preliminary design, road design, route alternatives, evaluation of alternatives

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