diplomska naloga
Klemen Ambrožič (Author), Primož Može (Mentor), Tomo Cerovšek (Thesis defence commission member), Roko Žarnić (Thesis defence commission member)

Abstract

V diplomski nalogi je izvedeno dimenzioniranje jeklene industrijske hale z mostnim dvigalom. Uvodno poglavje je namenjeno tehničnemu poročilu konstrukcije. Drugo poglavje se navezuje na mostno dvigalo in žerjavno progo. Določeni so vplivi mostnega dvigala, ki delujejo na žerjavno progo. Vplivi so upoštevani pri dimenzioniranju žerjavne proge, kontroli utrujanja in kontroli mejnega stanja uporabnosti. Pri kontroli utrujanja je preverjen osnovni detajl. V tretjem poglavju je obravnavana jeklena hala. Na podlagi obtežb mostnega dvigala, snega, vetra in konstrukcije same, je izvedena statična analiza podkonstrukcije, prečnega okvirja in povezij. V nadaljevanju je preverjen vpliv potresne obtežbe na halo. Izračunani so nekateri značilni spoji elementov v objektu. Konec poglavja je namenjen temeljenju, ki obsega zasnovo temeljev in kontrolo nosilnosti tal.

Keywords

gradbeništvo;diplomska naloga;VSŠ;OG-MK;jeklo;hala;mostno dvigalo;žerjavna proga;utrujanje;dimenzioniranje;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [K. Ambrožič]
UDC: 62-237:624.014.2(497.4)(043.2)
COBISS: 6814817 Link will open in a new window
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Other data

Secondary language: English
Secondary title: Project of industrial hall with a bridge crane
Secondary abstract: In graduation thesis design of steel industrial hall with a bridge crane is performed. The first chapter contains technical report of the structure. Followed by the second chapter, which analyzes bridge crane and crane track. The influences of bridge crane are determined. These influences are considered for design of the crane track, fatigue check and displacements of the crane supporting structure. Fatigue check contains basic detail. The third chapter contains analysis of the hall supporting structure. Based on loads of bridge crane, snow, wind and construction itself, a static analysis of entire steel hall is made. Further on the influence of the earthquake in checked. Some of the typical connections are calculated for a few elements. At the end of the chapter type of the foundation system is presented, which also contains check of foundation ground.
Secondary keywords: steel;hall;bridge crane;crane track;fatigue;design;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XII, 134 str., 4 pril.
ID: 8708527