Projektiranje objekta Dravski vrt

diplomsko delo visokošolskega strokovnega študijskega programa

Gregor Šprohar (Author), Milan Kuhta (Mentor), Ana Brunčič (Co-mentor)

Abstract

V diplomskem delu prikazujemo statični izračun večetažne stavbe Dravski vrt v Mariboru, po veljavnih evropskih standardih Evrokod, kot prikaz pridobljenih študijskih znanj v povezavi s praktičnim delom. Objekt Dravski vrt je zasnovan kot večetažna stanovanjska zgradba z dvema kletnima etažama. Nosilni konstrukcijski elementi stavbe so sestavljena iz armiranobetonskih monolitnih plošč, armiranobetonskih sten, stebrov in opečnih zidov. Za analizo konstrukcije smo upoštevali vse vplive na konstrukcijo, ki v življenjskem obdobju stavbe delujejo na konstrukcijo. Za vse vplive, ki v življenjskem obdobju delujejo na konstrukcijo objekta, smo izvedli podrobne analize za vpliv potresa, snega, vetra ter koristne obtežbe. Podrobneje smo prikazali projektiranje osnovnih elementov nosilne konstrukcije objekta. S pomočjo računalniškega programa Tower [16] smo izračunali potrebne vrednosti obremenitev na konstrukcijo, za potrebe dimenzioniranja konstrukcijskih elementov.

Keywords

gradbeništvo;projektiranje;armirani beton;evrokod standardi;statična analiza;armaturne risbe;diplomske naloge;

Data

Language:	Slovenian
Year of publishing:	2016
Typology:	2.11 - Undergraduate Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[G. Šprohar]
UDC:	624.012.45.04:728.22(043.2)
COBISS:	20316438
Views:	1428
Downloads:	148
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	DESIGN OF BUILDING DRAVSKI VRT
Secondary abstract:	This thesis presents a static calculation of multi-storey building Dravski vrt in Maribor, according to the applicable European standards Eurocodes, as the show gained study skills in relation to practical work. The object of the Dravski vrt is designed as a multi-storey residential building with two basement floors. Structural elements of the building are composed of monolithic reinforced concrete slabs, reinforced concrete walls, pillars and brick walls. To analyze the structures we took into account all the impacts on the structure, that the life span of the building work on the construction. For all the influences that the lifetime operating in the design of the facility, we conducted a detailed analysis of the impact of the earthquake, snow, wind and useful load. We show in detail the design of the basic elements of the supporting structure of the building. With the help of a computer program Tower [16], we calculated the necessary value of the load on the structure, for the purpose of dimensioning of the structural elements.
Secondary keywords:	civil engineering;design;reinforced concrete;eurocode standards;static analysis;sketches of reinforcement;
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo
Pages:	VIII, 103 str.
ID:	9153914