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The New Epicenter of the City : Master's Thesis
No full textU kontekstu neplanske urbane matrice na rubu povijesne gradske jezgre smješten je „mega“ kompleks iz prošlog stoljeća, odnosno tvornica tjestenine Krka. Unutar usitnjene matrice, ovi objekti se ističu svojim gabaritima i pravilnošću, omogućavajući useljenje novog sadržaja. Unutar „mega“ kompleksa, odnosno postojeće ovojnice smješta se nova „mikro“ matrica koja imitira okolni kontekst. Sklop unutarnji volumena funkcionira kao zasebne jedinice koje komuniciraju s velikim međuprostornim komunikacija koje služe kao njihova proširenja i mjesto druženja, susreta. Novi prostorni koncept i sadržaj uključuje sve kontaktne prostore i postaje žarište 'mogućeg' novog kulturno - edukacijskog života, novi epicentar grada Šibenika. Kompleks tematizira ideju bloka - unutarnjeg bloka: Zgrade su u prizemlju prošupljene otvorima, pozivajući ljude na ulazak unutar bloka, odnosno dvorišta s otvorenim gledalištem. Javno dvorište tako komunicira s ostankom konteksta i propušta ljude u različite okolne kontekste. Dvije zgrade između dvorišta povezane su mostovima, koji su polivalentnih sadržaja. Unutarnje razine, disperzno su organizirane s fleksibilnim - modularnim prostorima unutar postojeće ovojnice zgrade. Ventilirana fasada garantira kontrolu osunčanja, te ventiliranja ljeti i zimi. Na zadnjoj etaži smještena je više namjenska terasa; ljetno kino, basket teren, izložbe... Omogućeno je okupljanje s panoramom 360 stupnjeva na grad Šibenik.In the context of the unplanned urban matrix, on the edge of the historic city center, there is a "mega" complex from the last century, namely the Krka pasta factory. Within the fragmented matrix, these objects stand out with their dimensions and regularity, enabling new content to move in. Inside the "mega" complex, i.e., the existing envelope, a new "micro" matrix is placed that imitates the surrounding context. The set of internal volumes functions as separate units that communicate with large interstitial communications that serve as their extensions and a place for socializing and meeting. The new spatial concept and content include all contact areas and become the focal point of a 'possible' new cultural and educational life, the new epicenter of the city of Šibenik.The complex thematizes the idea of a block--an inner block. The ground floor of the buildings is perforated with openings, inviting people to enter the block, i.e., a courtyard with an open auditorium. The public yard thus communicates with the rest of the context and lets people into different surrounding contexts. The two buildings between the courtyards are connected by bridges, and they have multipurpose contents. The internal levels are dispersedly organized with flexible, modular spaces within the existing envelope of the building. The ventilated facade guarantees solar control and ventilation in summer and winter. On the last floor, there is a multi-purpose terrace: summer cinema, basketball court, exhibitions, etc., with a 360-degree panorama of the city of Šibenik
Calculation of Wooden Structure : Undergraduate Thesis
No full textZadatak za završni rad obuhvatio je proračun i dimenzioniranje drvene konstrukcije ovisno o opterećenjima te zahtjevima za vatrootpornost u trajanju od 30 minuta.The task for the final work included the calculation and dimensioning of the wooden structure depending on the loads and the requirements for fire resistance for a duration of 30 minutes
Design of the Overpass above Highway : Undergraduate Thesis
No full textU radu je prikazan glavni projekt nadvožnjaka preko autoceste. Nadvožnjak se sastoji od dva jednaka raspona (19 m) i polumontažne je izvedbe. Stup između dva polja je kao “V” stup. Niveleta nadvožnjaka je oko 8 m iznad nivelete autoceste tako da ima dosta prostora za slobodan profil ispod nadvožnjaka. Projekt sadrži proračun uzdužnog, poprečnog nosača i stupa, te karakteristične građevinske nacrte i tehnički opis.This paper presents the main design of the overpass above the highway. The structure is semi prefabricated and it consist of two equal span (19 m). The middle pier is V-shaped. Elevation of the overpass is cca 8 m above highway elevation and therefore leaves enough space for traffic beneath the overpass. The work includes the calculation of the longitudinaly, transversely span girders and column, and characteristic construction plans as well as a technical description of the construction
Design of the Overpass above Highway : Undergraduate Thesis
No full textU ovom radu je prikazan glavni projekt nadvožnjaka preko autoceste. Nadvožnjak se sastoji od dva jednaka raspona, po 19 metara i polumontažne je izvedbe. Stup između dva polja projektiran je kao „V“ stup. Niveleta nadvožnjaka je oko 8 metara iznad nivelete autoceste kako bi ostalo dosta prostora za slobodan profil ispod nadvožnjaka. Projekt sadrži proračun uzdužnog nosača, poprečnog nosača i stupa, te karakteristične građevinske nacrte i tehnički opis.This paper presents the main design of the overpass above the highway. The structure is semi-prefabricated and consists of two equal spans of 19 meters. The middle pier is V-shaped. The verpass's elevation is approximately 8 meters above the highway's elevation, which leaves enough space for traffic beneath the overpass. The work includes the calculation of the longitudinal and transverse span girders and columns, characteristic construction plans, and a technical description of the construction
Calculation of the Steel Structure of the Production Hall : Undergraduate Thesis
No full textZadanim podatcima iz zadatka za izvedbu konstrukcije proizvodne čelične hale potrebno je dimenzionirati glavnu nosivu konstrukciju, sekundarne nosače, spregove konstrukcije i temelje. Objekt se nalazi u Rijeci. Proračuni se izvode prema normama Eurocode-a i provode se na temelju graničnih stanja nosivosti (GSN) i graničnih stanja uporabljivosti (GSU). Rezultati unutarnjih sila dobiveni su pomoću računalnog programa „Scia Engineer 22.1 Legacy“.Based on the data provided in the task for the construction of a production steel hall, it is necessary to design the main load-bearing structure, secondary beams, bracing systems, and foundations. The building is located in Rijeka. The calculations are carried out according to the Eurocode standards and are based on ultimate limit states (ULS) and serviceability limit states (SLS). The results of the internal forces were obtained using the computer program 'Scia Engineer 22.1 Legacy'
Main Design of the Production Hall Made of Reinforced Concrete Prefabricated Elements Located in Zagvozd : Master's Thesis
No full textPredmet ovog diplomskog rada je glavni projekt proizvodne montažne građevine koja se nalazi u općini Zagvozd. Projekt sadrži: tehnički opis konstrukcije, opće i posebne tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun nosivih konstrukcijskih elemenata, karakteristične građevinske nacrte i armaturne planove.The subject of this thesis is the main project of a production building located in Zagvozd. The main project contains a technical description of the structure, general and special technical conditions, a control plan and assurance plan, a calculation of the main structural elements, characteristic structural plans, and reinforcement plans
Main Design of a Business-Production Building in Lučko : Master's Thesis
No full textPredmet ovog rada je glavni projekt poslovno-proizvodne građevine koja se nalazi u k.o. Lučko. Građevina se sastoji od dva dijela: montažne armiranobetonske hale te monolitnog armiranobetonskog dijela. Hala je prizemna dok se monolitni dio sastoji od tri etaže. Projekt sadrži: tehnički opis, opće i posebme tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun konstrukcijskih elemenata te karakteristične građevinske nacrte.The subject of this paper is the main project of a business-production building located in k.o. Lučko. The building consists of two parts: a prefabricated reinforced concrete hall and a monolithic reinforced concrete annex. The hall has a single floor, while the monolithic annex consists of three floors. The project contains a technical description, general and special technical conditions, a quality control and assurance plan, a calculation of structural elements, and characteristic construction drawings