Projekt lesene hiše

diplomska naloga

Boštjan Končan (Author), Drago Saje (Mentor), Violeta Bokan-Bosiljkov (Thesis defence commission member), Boštjan Ber (Co-mentor)

Abstract

V diplomskem delu sem projektriral leseno enodružinsko hišo pravokotnega tlorisa s stranicama 12,47 m x 7,10 m. V vertikalni smeri sem upošteval lastno težo, koristno obtežbo, sneg in veter. Koristno obtežbo sem določil po navodilih standardov SIST EN 1991-1-3 2004 in SIST EN-1-4 2004. Ostrešje je narejeno iz predalčnih lesenih nosilcev masivnega lesa, stikovanih z žeblji. Za prevzemanje obtežbe v posamezni etaži, ki je določena po navodilih standarda SIST EN 1991-1-1 2004, so uporabljene križno lepljene plošče CLT, ang. Cross-laminated Timber. Na območju, kjer so steklene površine, leseni nosilci prenašajo vertikalne sile na stranske panele. Hiša stoji na potresno ogroženem področju. V izračunih so upoštevane horizontalne potresne sile, kot jih predpisuje standard SIST EN 1998. Potresno silo prevzemajo okvirno-panelne montažne stene. Notranje sile zaradi statične obtežbe v nosilnih elementih stavbe so izračunane z računalniškim programom SAP 2000, za izdelavo seizmičnega modela objekta pa je bil uporabljen računalniški program Tower 6.

Keywords

gradbeništvo;diplomska naloga;OG-MO;lesene hiše;dimenzioniranje;evrokodi;panelna gradnja;križno lepljene plošče;

Data

Language:	Slovenian
Year of publishing:	2016
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[B. Končan]
UDC:	624.011.1:728.3(043.2)
COBISS:	7549281
Views:	3322
Downloads:	1030
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design a wooden house
Secondary abstract:	In my diploma a wooden family house of rectangular ground plan with sides of 12.47 metres and 7.10 metres is designed. In vertical direction, its own weight and imposed loads were taken into account, as well as snow and wind load. Load analysis was done using Slovenian national code SIST EN 1991-1. The roofing is made of wooden truss members. To undertake loads in each floor, cross laminated timber plates are used. In the area with glass surfaces, wooden beams transmit vertical forces via wooden columns on the surrounding wall panels. The house is located in seismically active area. In the calculations the horizontal seismic forces are taken into account according to the national code SIST EN 1998. Seismic force is taken over by frame-panel walls. Internal forces due to static loads in the load-bearing elements of the building are calculated with a computer software SAP 2000, while a seismic model of the building is calculated with a Tower 6 model builder software.
Secondary keywords:	wooden houses;design;eurocodes;panel construction;cross laminated slabs;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	X, 66 str., [7] str. pril.
ID:	9159005