Preveritev ustreznosti obstoječih medetažnih konstrukcij ob prenovi objekta kulturne dediščine : diplomsko delo

Lenarčič, Urban (author), Antolinc, David (mentor), Čas, Bojan (comentor)

Diplomska naloga obravnava statično presojo izbranih obstoječih medetažnih konstrukcij v objektu kulturne dediščine Stiški dvorec v Ljubljani v okviru načrtovane prenove. Zaradi starosti objekta in uporabe tradicionalnih konstrukcijskih sistemov je bila izvedena preveritev ustreznosti posameznih nosilnih elementov z uporabo sodobnih projektnih standardov in kontrolnih postopkov. Na podlagi pregleda obstoječega stanja in konstrukcijskih značilnosti sta bila za podrobnejšo obravnavo izbrana dva reprezentativna konstrukcijska elementa. Najprej je obravnavan konstrukcijski sistem pruske čepice in nato še leseni tramovni strop, ki se pojavljata v različnih delih objekta. V nalogi so za oba elementa predstavljeni opis poškodb, statična presoja ter ocena nosilnosti in uporabnosti. Na podlagi dobljenih rezultatov je bil podan tudi splošni predlog sanacijskih ukrepov, namenjen izboljšanju mehanske odpornosti in dolgoročne stabilnosti konstrukcij ob upoštevanju varstva kulturne dediščine.

• Language: Slovenian
• Keywords: diplomske naloge, gradbeništvo, statična presoja, zidane konstrukcije, lesene medetažne konstrukcije, pruska čepica, sanacija konstrukcij, kulturna dediščina
• Work type: Bachelor thesis/paper
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [U. Lenarčič]
• Year: 2026
• Number of pages: 1 spletni vir (1 datoteka PDF (VIII, 61 str.))
• PID: 20.500.12556/RUL-183750
• UDC: 624.04:338.483.13(497.4)(043.2)
• COBISS.SI-ID: 282177283
• Publication date in RUL: 18.06.2026

Secondary language

• Language: English
• Title: Adequacy verification of existing floor structures during the renovation of a cultural heritage building

Abstract

This diploma thesis addresses the structural assessment of selected existing floor structures in the cultural heritage building Stiški dvorec in Ljubljana as part of a planned renovation. Due to the building age and the use of traditional structural systems, the adequacy of individual floor structure elements was verified using contemporary design standards and verification procedures. Based on an assessment of the existing condition and structural characteristics, two representative structural elements were selected for detailed analysis. First, the floor structural system of Prussian vault was analysed which is followed by the analysis of classic timber beam floor structure, which occur in different parts of the building. For both structural floor systems the description of damage and boththe evaluation of load-bearing capacity and serviceability are presented in the thesis. Based on the obtained results, a general proposal of remedial measures is also provided, aimed at improving mechanical resistance and long-term structural stability while taking into account the protection of cultural heritage

• Keywords: graduation thesis, civil engineering, structural assessment, masonry structures, timber floor structures, prussian vault, structural rehabilitation, cultural heritage