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Title:PREDLOG SANACIJE IN UTRDITEV PALAČE LONGO V KOPRU
Authors:ID Bizjak, Luka (Author)
ID Štrukelj, Andrej (Mentor) More about this mentor... New window
ID Uranjek, Mojmir (Comentor)
Files:.pdf VS_Bizjak_Luka_2015.pdf (5,24 MB)
MD5: 3BD8C9E003602156324A8FBB4F147AC8
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V diplomskem delu je predstavljena renesančna palača Longo, ki se nahaja v mestnem jedru Kopra ter opisano njeno obstoječe stanje. Navedene so različne metode in pristopi s katerimi lahko utrdimo konstrukcijo. Predstavljena je tudi problematika prisotnosti vlage v objektih. Navedeni so predlagani ukrepi za sanacijo in utrditev objekta ter načrti predlaganih rešitev. Za izvedbo ukrepov so ocenjeni okvirni stroški. V računskem delu diplomskega dela so podani izračuni za obstoječ strop, sovprežni strop iz lesa in betona, ki je predviden kot metoda za utrditev konstrukcije in aproksimativna ocena potresne odpornosti.
Keywords:sanacija, utrjevanje, kulturna dediščina, lesno-betonska sovprežna konstrukcija, injektiranje, potresna odpornost
Place of publishing:Maribor
Publisher:[L. Bizjak]
Year of publishing:2015
PID:20.500.12556/DKUM-48560 New window
UDC:624
COBISS.SI-ID:18990102 New window
NUK URN:URN:SI:UM:DK:WUD1UAXC
Publication date in DKUM:13.07.2015
Views:2613
Downloads:324
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:PROPOSAL FOR THE REHABILITATION AND STRENGTHENING OF THE PALACE LONGO IN KOPER
Abstract:The thesis presents the Renaissance Longo palace, situated in the town centre of Koper, and provides the description of its current state. It mentions different methods and approaches which may be used to strengthen the construction. Moreover, it presents the issue of dampness in buildings. It proposes some measures for the rehabilitation and strengthening of the building as well as the plans for the proposed solutions. The indicative costs of carrying out the measures have been estimated. The computational part of the thesis includes the calculations for the existing ceiling, the timber-concrete composite structure intended as the method for strengthening the construction, and the approximate estimate of seismic resistance.
Keywords:rehabilitation, strengthening, architectural heritage, timber-concrete composite structure, grout injection, seismic resistance


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