Title Projekt konstrukcije aluminijske hale
Title (english) Structural projec of alminium hall
Author Marko Antić
Mentor Davor Skejić (mentor)
Committee member Tomislav Kišiček (predsjednik povjerenstva)
Committee member Davor Skejić (član povjerenstva)
Committee member Vlatka Rajčić (član povjerenstva)
Granter University of Zagreb Faculty of Civil Engineering (Structures) Zagreb
Defense date and country 2024-09-26, Croatia
Scientific / art field, discipline and subdiscipline TECHNICAL SCIENCES Civil Engineering Supporting Structures
Abstract U diplomskom radu obrađen je projekt aluminijske hale koja se nalazi u Koprivnici. Hala je
tlocrtnih dimenzija 60 x 20 m, visina hale u sljemenu iznosi 8,4 m, a krov je dvostrešan s
nagibom od 22°. Rad se sastoji od uvodnog dijela koji obrađuje osnovne značajke aluminija kao
konstrukcijskog materijala, njegove prednosti i ograničenja u odnosu na čelik, te projektnog
dijela u kojem se prikazuje proces projektiranja aluminijske hale: izrada dispozicijskog rješenja,
analiza opterećenja, dimenzioniranje i razrada karakterističnih izvedbenih detalja. Za potrebe
modeliranja, analiziranja i dimenzioniranja konstrukcije korišten je programski paket SCIA
Engineer 24. U obzir je uzeta vlastita težina konstrukcije, dodatno opterećenje pokrova i
instalacija te opterećenja vjetrom, snijegom i potresom, s obzirom na lokaciju i namjenu
građevine. Na kraju su rezultati dimenzioniranja uspoređeni s ručnim proračunima kako bi se
potvrdila primjenjivost nove generacije Eurokoda 9. Aluminij se pokazao kao vrlo dobro
rješenje za privremene konstrukcije zbog svoje male težine u odnosu na nosivost, što olakšava
transport i montažu te smanjuje troškove izrade temelja. Korozija gotovo ne utječe na aluminij,
a preostale čelične dijelove možemo zaštititi cinčanjem, čime konstrukciju činimo pogodnom
za izlaganje nepovoljnim okolišnim uvjetima. Također, konstrukciju možemo demontirati i
ponovno koristiti, čineći je ekonomičnijim rješenjem u odnosu na čelik, posebno za privremene
građevine koje se često premještaju. Uobičajena praksa je da ovakve privremene konstrukcije,
koje su projektirane prema posebnim propisima, često ostaju u upotrebi duže od planiranog.
Ovaj rad potvrđuje da, uz detaljnu analizu utjecaja djelovanja, aluminijske konstrukcije mogu
biti zadovoljiti rigidne zahtjeve koji se nameću za trajne konstrukcije.
Abstract (english) This Master thesis deals with the design of an aluminium hall in Koprivnica. The hall has a floor
plan of 60 x 20 metres, a ridge height of 8.4 metres and a double-pitched roof with a slope of
22°. The thesis consists of an introductory part, in which the basic properties of aluminium as
a structural material, its advantages and limitations compared to steel are discussed, and a
project part, in which the design process of the aluminium hall is presented: Creation of the
layout solution, load analysis, structural design and connection design. The SCIA Engineer 24
software package was used for the modelling, analysis and design of the structure. The analysis
took into account the self-weight of the structure, additional loads from the roof cladding and
installations as well as wind, snow and seismic loads, taking into account the location and
intended use of the building. Finally, the design results were compared with manual
calculations to confirm the applicability of the new generation of Eurocode 9. Aluminium has
proven to be an excellent solution for temporary structures as it has a low weight in relation
to its load-bearing capacity, which facilitates transport and assembly and reduces foundation
construction costs. Corrosion is almost impossible for the aluminium and the remaining steel
parts can be protected by galvanising, making the structure suitable for use in adverse
environmental conditions. In addition, the structure can be dismantled and reused, making it
a more economical solution compared to steel, especially for temporary buildings that are
frequently relocated. It is common practise that such temporary structures, designed
according to specific regulations, often remain in use longer than planned. This paper confirms
that aluminium structures can meet the stringent requirements for permanent structures
when the load influences are analysed in detail.
Keywords
aluminij
aluminijske konstrukcije
privremene hale
projektiranje konstrukcija
Eurokod 9
Keywords (english)
aluminium
aluminium structures
temporary halls
structural design
Eurocode 9
Language croatian
URN:NBN urn:nbn:hr:237:146366
Study programme Title: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures Course: Theory and Modeling of Structures Study programme type: university Study level: graduate Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resource Text
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Created on 2024-10-14 07:00:03