20.500.12556/RUL-122951 Globalna analiza in dimenzioniranje montažnih elementov industrijskih prostorov Iskra mehanizmi Global analysis and design of prefabricated elements of industrial hall Iskra Mehanizmi Magistrsko delo obsega globalno analizo in dimenzioniranje izbranih montažnih elementov novih industrijskih prostorov podjetja Iskra Mehanizmi, ki se bodo gradili v novi industrijski coni na Brniku. Obravnavana konstrukcija je armiranobetonska hala, nosilni elementi slednje so bodisi montažni bodisi izvedeni na licu mesta. Na začetku smo izvedli globalno analizo konstrukcije v programu Sofistik, rezultate te pa smo v nadaljevanju uporabili za dimenzioniranje montažnih stebrov. Poleg dimenzioniranja montažnih stebrov smo opravili tudi dimenzioniranje montažnih predhodno napetih nosilcev, ki smo jih, zaradi njihovega načina naleganja, lahko obravnavali kot izolirane elemente. Pri načinu montažne gradnje so nosilci v različnih fazah gradnje obremenjeni z različnimi obtežbami, zaradi naknadnega zalivanja dela nosilca (monolitizacije) po montaži, pa se spreminja tudi sama oblika prečnega prereza. V ta namen smo v programu Sofistik s pomočjo urejevalnika Teddy pripravili posebno podlogo, ki upošteva časovno spreminjanje prečnega prereza in obtežbe. Vzporedno smo izdelali tudi BIM model konstrukcije v programu Revit, ki smo ga na koncu uporabili za izdelavo montažnih načrtov obravnavanih elementov. In this master thesis global analysis and design of selected prefabricated elements of the new industrial hall of the company Iskra Mehanizmi, which will be built in the new industrial zone in Brnik was performed. Structure is a reinforced concrete hall and it is a combination of cast-in-place concrete elements and prefabricated elements made in factory. At the beginning global analysis of the structure using the Sofistik software was performed, results were later used in design of the prefabricated columns. In addition, design of prefabricated prestressed beams, considered as isolated elements was performed. In prefabricated type of construction, the beams in different phases are loaded differently and due to the subsequent concreting of the part of the beam after assembly, the shape of the cross section itself also changes. For this purpose, special scrypt with the help of the Teddy editor in the Sofistik software was prepared, which takes into account the time-varying cross-section and load. In parallel, BIM model of the structure in the Revit program was developed, which was later used to make assembly plans of considered elements. globalna analiza montažne konstrukcije dimenzioniranje montažnih elementov postopno obremenjevanje nosilcev BIM global analysis design of prefabricated elements BIM modelling time-varying load true false false Slovenski jezik Angleški jezik Magistrsko delo/naloga 2020-12-18 08:45:03 2020-12-18 08:45:18 2022-11-30 15:39:32 0000-00-00 00:00:00 2020 0 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 1970-01-01 142418 4120.pdf 4120.pdf 1 3DD2F7F6BCA50F1E68D07798D81D3945 5cdda2dda80a1fa6ba62fd35debd4d7438337b7471f292ab09a87b9de4f06527 23ba7a49-a1bb-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=138205 4121.pdf 4121.pdf 1 8DD9B16021BCA729374756D4E283208D 4cc8cc4a6d984855b7e66cf8088a134349915863722176e098ce7054133419d0 23cd8bcd-a1bb-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=138206 4122.pdf 4122.pdf 1 5FF93350C8B7A60D64E3C0906FA34DF1 d6a218509d4d6e0079dffe7815f485381fd894e893e0352be311fa489b8586be 23e09eb3-a1bb-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=138207 4123.pdf 4123.pdf 1 17685E23B66ED6582CF3612C0DA3A039 fac62c7e9d296984e5b05482569a1d8625c7a2c6fbfa37ec09a4af1142293de0 23ef4c96-a1bb-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=138208 4124.pdf 4124.pdf 1 BB1EAA0D1E5FE95658419E37D621EB3A 5db2627c7e832621029399a263a08477755d57da6a3e13aac459845894a3d33e 23fffbf2-a1bb-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=138209 Fakulteta za gradbeništvo in geodezijo 0 0 0