Projekt enoetažne industrijske hale

Šuštaršič, Alen (author), Hladnik, Leon (mentor)

V diplomski nalogi je narejena kontrola starejše jeklene hale, ki je bila sprva enoetažna, kasneje pa ji je bila vgrajena dodatna etaža. Uradno dokumentacijo smo pridobili samo za prvotno stanje hale, zato so bili elementi dodatne etaže izmerjeni, nekateri deli pa predpostavljeni. Najprej so bili določeni vplivi na konstrukcijo. Fasadne lege so bile preverjene v ravninskem modelu, globalna analiza pa je bila narejena v prostorskem modelu. Ugotovljeno je bilo da prvotno stanje objekta ustreza zahtevam novih standardov. Nato sem preveril, obstoječe stanje objekta ob predpostavki uporabe etaže. Izkaže se, da je projekt potrebno dodatno zavetrovati v ravnini etaže ter dodati podpore za prenos sile iz strešne ravnine v glavne stebre konstrukcije. Popravki so v nalogi tudi predstavljeni. Prikazana je tudi kontrola nekaterih spojev. Na koncu sem preveril tudi nosilnost temeljnih tal objekta. Izkaže se, da temelj ni primeren za prevzem potresne obtežbe.

• Language: Slovenian
• Keywords: jeklena konstrukcija, statična analiza, Evrokod 3, Evrokod 8
• Work type: Bachelor thesis/paper
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Year: 2017
• PID: 20.500.12556/RUL-97638
• Publication date in RUL: 31.10.2017

Secondary language

• Language: English
• Title: Project of one-storey industrial hall

Abstract

This diploma thesis represents the analysis of older steel hall. At first it was one-storey hall, later a floor was added. The official documentation was obtained just for its original state, so the elements of the additional floor were measured, while some parts were assumed. At first the effects on the structure were determined. The verefication of side rails was made in planar model, while global analysis was made in spacial model. It was found that the original condition of the building meets the requirements of the new standards. Then the curent state of the building was checked with assuming the use of the floor. It turns out that we need additional horizontal stabilization in the plane of the floor and that we need to add supports for the transfer of force from the roof plane to the main pillars of the structure. The corrections are also presented in the thesis. Control of some joints is also shown. I also checked the load capacity of the foundation ground of the building. It turns out that the foundation is not suitable for the seismic load.

• Keywords: steel construction, static analysis, Eurocode 3, Eurocode 8