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Title:Metoda rekonstrukcije zidanih stavb z notranjim jedrom iz križno lepljenih lesenih plošč
Authors:Perjet, Aleš (Author)
Štrukelj, Andrej (Mentor) More about this mentor... New window
Kozem Šilih, Erika (Co-mentor)
Files:.pdf MAG_Perjet_Ales_2016.pdf (6,49 MB)
MD5: DDCAC135DCDFA5487F87240A57CC5588
 
Language:Slovenian
Work type:Master's thesis (m2)
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo prikazuje tehnologijo izvedbe nove metode rekonstrukcije stare potresno neodporne zidane stavbe. V notranjost zidane stavbe smo vstavili novo sekundarno leseno konstrukcijo iz križno lepljenih lesenih masivnih plošč (kot notranje jedro stavbe) in jo ustrezno spojili s staro primarno zidano konstrukcijo. Na tak način smo utrdili prvotno potresno neodporno zidano konstrukcijo z novo leseno konstrukcijo, ki prevzame celotno potresno obremenitev. V delu je na vzorčnem primeru tipične potresno neodporne zidane stavbe predstavljena tehnologija izvedbe konstrukcijskih in sanacijskih ukrepov. Prikazani so detajli izvedbe ter ukrepi, ki so tudi računsko analizirani. Z izračuni smo dokazali možnost utrditve zidane stavbe z ustreznim spajanjem z novim notranjim lesenim jedrom in doprinos izvedenega posega z gradbeno – fizikalnega vidika. Na koncu naloge sledi še ocena stroškov predstavljene metode rekonstrukcije ter primerjava z ocenjenimi stroški ostalih tradicionalnih metod utrditev.
Keywords:rekonstrukcija, zidane stavbe, križno lepljene lesene konstrukcije
Year of publishing:2016
Publisher:[A. Perjet]
Source:Maribor
UDC:[69.059.35:624.012]:699.841(043.2)
COBISS_ID:19726614 New window
NUK URN:URN:SI:UM:DK:VLWU8HJT
Views:1078
Downloads:172
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Categories:KTFMB - FG
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Secondary language

Language:English
Title:Reconstruction method of masonry buildings with inner core made of cross laminated timber panels
Abstract:In my master's thesis technology of performing a new reconstruction method of an old masonry building with inferior seismic resistance is presented. In the interior of the masonry building new secondary timber construction made of cross laminated solid timber panels (as the inner core of the building) is embedded and adequately connected to the old primary masonry construction. In such a way the primary masonry construction with inferior seismic resistance is retrofitted with the new timber construction which assumes the entire seismic load. In the thesis technology of performing construction and corrective measures on the model of a typical masonry building with inferior seismic resistance is presented. Details of the performance are described and also measures which are analyzed with calculation. The feasibility of strenghtening the masonry building with a suitable conjunction to the new timber inner core and contribution of the performed procedure in the light of construction and physical aspect were substantiated with calculations. In the end of the thesis there is a cost estimate of the presented reconstruction method and a comparison with the estimated costs of other traditional methods of strenghtening.
Keywords:reconstruction, masonry buildings, cross laminated timber panels


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