Numerična analiza lesene montažne dvonadstropne hiše

diplomsko delo

Ingo Pozvek (Author), Erika Kozem Šilih (Mentor), Mateja Zlatinek (Co-mentor)

Abstract

Slovenija je dežela gozdov, ki pokrivajo skoraj 60 % njene površine, zato ni presenetljivo, da je lesena gradnja v Sloveniji v porastu. V diplomskem delu sem projektiral enodružinsko dvonadstropno leseno montažno hišo z dimenzijami 9,32 m x 12,95 m. Upošteval sem lastno težo, koristno obtežbo, sneg in veter. Prav tako sem izračunal togost sten in celotne konstrukcije. Ostrešje je narejeno iz špirovcev, kapnih leg, slemenskih leg, izolacije, parnih ovir in kritine. Stene so okvirnopanelne, sestavljene iz lesene nosilne konstrukcije, izolacije, mavčno-vlaknenih plošč in zaključnih slojev. Medetažne plošče so sestavljene iz nosilcev, izolacije iz mavčno-vlaknenih plošč in zaključnega sloja. Obtežbe v posameznih etažah se prenesejo na lesene nosilce, ki sestavljajo medetažne plošče. Sile medetažnih plošč se prenesejo najprej na okvirnopanelni sistem in nato na temelje. Izvedel sem kontrolo tlačnih napetosti pravokotno na vlakna in uklon pokončnikov. Na koncu sem izračunal še horizontalne pomike etaž.

Keywords

gradbeništvo;lesene hiše;okvirno-panelni sistem;montažne hiše;lesena montažna gradnja;obtežbe;diplomske naloge;

Data

Language:	Slovenian
Year of publishing:	2023
Typology:	2.11 - Undergraduate Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[I. Pozvek]
UDC:	69.04:694.057(043.2)
COBISS:	155999747
Views:	251
Downloads:	58
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Numerical analysis of the two-storey prefabricated timber house
Secondary abstract:	Slovenia is a land of forest, which cover almost 60% of its surface, so its not suprising that wooden construction in Slovenia is on the rise. In my diploma thesis, I designed a single-family two-story timber prefabricated house with dimension of 9,32 m x 12,95 m. I took into account the self-weight of the house, imposed load, snow and wind load. I also calculated the stiffness of the walls and the entire structure. The roof is made of rafters,shingle layer, ridge beams, insulation, vapor barrier and roofing. The walls are framed-panel walls, which consist of timber supporting structures, insulation, gypsum fiber plasterboard and the finishing layers. The weights in the invidual floors are transferred to the timber beams thath make up inter-floor panels.The forces of the floor panels are transferred to the frame panel system and thento the foundations. I will perform a control of the compressive stresses perpendicular to the fibers and the deflection of the uprights. Finally, I will calculate the horizontal displacements of the the floors.
Secondary keywords:	construction;wood building;frame-panel sistem;prefabricated house;
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	1 spletni vir (1 datoteka PDF (XIV, 97 f.))
ID:	18943859