Dynamic base plan of the assembly reinforced concrete hall

Tema diplomskog rada je izrada početnog dinamičkog plana armirano – betonske hale. Studija slučaja koja je poslužila za izradu ovog diplomskog rada, te po kojim je rađen plan je poslovni prostor investitora Avto Krka d.o.o., a građevinske radove je izvela tvrtka Mobeco iz Slovenije. Hala se sastoji od linijskih elemenata. Stupovi, nosači i grede povezani su u cjelinu čineći strukturu hale. Početak diplomskog rada obuhvaća općenite informacije o montažnoj gradnji. Nadalje se objašnjavaju vrste montažnih sklopova te ponajviše linijska struktura jer je upravo takva armirano – betonska hala koja se analizira u radu. Nakon općenitih informacija dolazi se do praktičkog dijela koji obuhvaća tehnologiju izvođenja radova, proračuna trajanja aktivnosti koji se odvijaju prilikom montaže te u konačnici do početnog dinamičkog plana. Kako bi se preglednije i jednostavnije prikazalo planirano napredovanje montaže hale, građevina je strukturno raščlanjena na elemente i potom na potrebne operacije. U planu je napravljeno niveliranje resursa te provjera alokacije svih resursa. Proračun trajanja aktivnosti izrađen je u programu Microsoft Excel, a izrada dinamičkog plana rađena je u programu Microsoft Project. Nakon svih proračuna izrađen je digitalni model (BIM) montaže hale u programu Autodesk Navisworks Manage, u kojem su elementi iz BIM modela povezani s dinamičkim planom.The topic of the master's thesis is the development of an initial dynamic plan for a reinforced concrete hall. The case study used for the preparation of this master's thesis, and upon which the plan was based, is the business premises of the investor Avto Krka d.o.o., with construction works carried out by the company Mobeco from Slovenia. The hall consists of linear elements, with columns, beams, and supports interconnected to form the structure of the hall. The beginning of the master's thesis encompasses general information about prefabricated construction. Furthermore, it explains the types of assembly assemblies, focusing primarily on the linear structure, as it is precisely such a reinforced concrete hall that is analyzed in the paper. After providing general information, the practical part is reached, which includes the technology of carrying out the work, the calculation of activity durations that occur during assembly, and ultimately the initial dynamic plan. To present the planned progress of the hall assembly in a more organized and straightforward manner, the structure is dissected into elements and then into necessary operations. The plan includes resource leveling and verification of resource allocation. The calculation of activity durations is performed in Microsoft Excel, and the creation of the dynamic plan is done using Microsoft Project. After all calculations, a digital assembly model (BIM) of the hall is created in Autodesk Navisworks Manage, where elements from the BIM model are linked to the dynamic plan