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Tema ovog završnog rada je idejno rješenje vodovodne mreže u mjestu Komarna koje se nalazi na jugu Hrvatske u sastavu Općine Slivno i Dubrovačko-neretvanske županije. U uvodnom dijelu rada, iznesene su opće informacije o vodoopskrbnom sustavu i njegovom utjecaju na kvalitetu života na nekom području. Nakon utvrđenih ciljeva rada, izneseni su ulazni podatci o specifičnoj potrošnji vode za stanovništvo i turiste, lokaciji, gospodarskim i geografskim karakteristikama područja te trenutni broj stalnog stanovništva i turista. Na temelju definiranih ulaznih podataka, izrađen je hidraulički proračun s opisanim postupkom izračuna podataka potrebnih za dimenzioniranje vodovodne mreže. Nakon izvršenog hidrauličkog proračuna, opisano je tehničko rješenje izvođenja vodovodne mreže koje se odnosi na iskop rovova, način polaganja cijevi u rovove te njihovo zatrpavanje. Opisani su objekti na trasi potrebni za održavanje cjevovoda uključujući vodovodne armature. U završnom dijelu rada izrađen je okvirni prikaz troškova s opisanim radovima na vodovodnoj mreži Komarna te su iznijeti zaključci na temelju izrađenog rada. The theme of this final thesis is the conceptual solution of the water supply design in the settlement of Komarna, which is located in the south of Croatia, in the municipality of Slivno and within Dubrovnik-Neretva County. In the introductory part of the thesis, general information about the water supply system and its impact on the quality of life in the area are presented. After establishing objectives of the work, input data on specific water consumption for the population and tourists, location, economic and geographical characteristics of the area and the current number of permanent residents and tourists are presented. On the basis of the defined input data, a hydraulic calculation was made with a described procedure for calculating the data required for sizing of the water supply system. After the hydraulic calculation, the technical solution for the construction of the water supply network is described, which refers to the excavation of trenches, the method of laying pipes in trenches and their backfilling. The facilities on the route necessary for the maintenance of pipelines, including water fittings, are also described. In the final part of the thesis, an outline of the costs was created with the described foreseen works on the Komarna water supply system. Finally, conclusions are given with the main technical characteristics of the designed system.

U ovom diplomskom radu izrađeno je idejno rješenje uređaja za pročišćavanje otpadnih voda aglomeracije Rab. Ulazni podaci potrebni za definiranje hidrauličkog i biološkog opterećenja preuzeti su iz Studije izvedivosti za prijavu projekta aglomeracije Rab, za sufinanciranje iz EU fondova. Temeljem ulaznih podataka, a sukladno važećoj zakonskoj regulativi, definiran je potreban stupanj pročišćavanja, što je u konkretnom slučaju prvi (I.) stupanj. Nadalje, izvršeni su hidraulički proračuni kojima su definirane optimalne dimenzije objekata i uređaja koji se nalaze u sklopu postrojenja za pročišćavanje. Dano je oblikovno, funkcionalno i tehničko rješenje linije vode, revizijskih okana, zgrade mehaničkog predtretmana, crpne stanice, aeriranog pjeskolova-mastolova, prethodnog taložnika, zgrade klasirera pijeska, zgrade za obradu mulja i upravne zgrade. Također, izvršena je procjena troškova izgradnje postrojenja do njegovog puštanja u rad. U grafičkim prilozima idejnom rješenju nalaze se nacrti kojima je definiran položaj postrojenja u prostoru te konstruktivno rješenje i dimenzije pojedinih objekata. In this graduate thesis, the conceptual design of the wastewater treatment plant of the Rab agglomeration was made. The input data required for defining the hydraulic and biological load are taken from the Feasibility Study for the application of the Rab agglomeration project, for co-financing from EU funds. Based on the input data, and in accordance with the current legislation, the required degree of purification is defined. Furthermore, hydraulic calculations were carried out that defined the optimal dimensions of the facilities and devices located within the treatment plant. A design, functional and technical solution of the water line, audit shafts, mechanical pretreatment building, pumping station, aerated grit chamber, the primary settling plant, the sand classifier building, the sludge treatment building and the administrative building were given. Also, an estimate of the cost of building the plant until its release into permanent operation was carried out. In the graphic annexes to the conceptual design, there are designs that define the position of the plant in space, and the constructive solution and dimensions of each individual object.

U ovom radu napravljen je poslovni plan realizacije investicijskog projekta otvaranja trgovine mješovitom robom. Nakon početnih podataka o investicijskom projektu i ocijeni investitora provedene su sljedeće analize: analiza tržišta, tehničko tehnološka analiza, analiza lokacije, zaštite čovjekove okoline, analiza dinamike realizacije ulaganja, ekonomsko-financijska analiza te analiza rizika. Na temelju prethodno napravljenih analiza provedena je i ocjena investicijskog projekta na temelju statičkih i dinamičkih ocjena. Od dinamičkih ocjena provedene su sljedeće metode dinamičke ocijene: razdoblje povrata investicije (RPI), neto sadašnja vrijednost (NSV), interna stopa povrata (ISP) i indeks profitabilnosti (IP). Provedena je i analiza osjetljivosti investicijskog projekta primjenom promjene dva odabrana kritična parametra, te primjenom kombiniranog kritičnog parametra. Na temelju provedenih analiza i ocjena dana je zaključna ocjena o opravdanosti realizacije investicijskog projekta. In this master's thesis, a business plan for the realization of the investment project of opening a grocery store was created. After the initial data on the investment project and the investor's evaluation, the following analyzes were carried out: market analysis, technical and technological analysis, location analysis, protection of the human environment, analysis of the dynamics of investment realization, economic-financial analysis and risk analysis. On the basis of previously made analyses, an assessment of the investment project was carried out based on static and dynamic assessments methods. Of the dynamic assessments methods, the following dynamic methods will be carried out: return on investment period (ROI), net present value (NPV), internal rate of return (IRR) and profitability index (PI). An analysis of the sensitivity of the investment project will also be carried out using the change of two selected critical parameters, and the application of a combined critical parameter. Based on the conducted analyses and evaluations, in a conclusion assessment rating of the justification of the realization of the investment project will be given.

U diplomskom radu prikazana je mogućnost proizvodnje električne energije iz hibridnih sustava koji se sastoje od male hidroelektrane i solarne fotonaponske elektrane. Opisane su teoretske pretpostavke o malim hidroelektranama i solarnim fotonaponskim elektranama. Analiziraju se lokacije rijeke Česme kod naselja Narta i rijeke Bednje u gradu Ludbreg. Analiziraju se potencijal hibridnih sustava, izračunate su snage solarnih fotonaponskih sustava i malih hidroelektrana te količina proizvedene električne energije. Izračun proizvodnje električne energije solarnih fotonaponskih elektrana obje lokacije izvršilo se pomoću računalnog programa PVGIS. Izvršen je detaljan opis pozicija, veličina, vrste solarnih panela, učinkovitosti solarnih fotonaponskih elektrana te njhove kombinacije s malim hidroelektranama s proračunom potrebne snage turbine. Iskazani su prihodi uslijed prodaje proizvedene električne energije oba sustava, kapitalni troškovi investicije i povratni period investicije pojedinih postrojenja. The thesis presents the possibility of producing electricity from hybrid systems consisting of a small hydroelectric power plant and a solar photovoltaic power plant. Theoretical assumptions about small hydroelectric and solar photovoltaic power plants are described. The locations of the Česma river near Narta and the river Bednja near the city of Ludbreg are analyzed. The potential of hybrid systems is analysed, and the power of solar photovoltaic systems and small hydropower plants and the amount of electricity produced is calculated. The calculation of the electricity production of the solar photovoltaic power plants of both locations was carried out using the PVGIS computer program. A detailed description of the position, size, type of solar panels, the efficiency of solar photovoltaic power plant,s and their combination with small hydroelectric power plants with the calculation of the required power of the turbine was describeded in detail. Revenue from the sale of electricity produced by both systems is shown, as well as capital investment costs and the payback period of individual plants.

Monografija sažima izuzetno bogatu djelatnost Fakulteta građevinarstva, arhitekture i geodezije Sveučilišta u Splitu, od samog početka visokoškolskog obrazovanja u području građevinarstva u Splitu 1971. godine, prati otvaranje studija arhitekture i urbanizma te studija geodezije i geoinformatike, nastavnu djelatnost, znanstveno-istraživački rad i projektne aktivnosti, zaključno s 2021. godinom. The monograph summarizes the extremely rich activities of the Faculty of Civil Engineering, Architecture and Geodesy of the University of Split, from the very beginning of higher education in the field of civil engineering in Split in 1971, it follows the opening of studies in architecture and urban planning, as well as studies in geodesy and geoinformatics, teaching activities, scientific research work and projects activities, ending with 2021.

Ovaj diplomski rad nastao je kao nastavak projekta odrađenog 2018. godine u sklopu programa suradnje Interreg V-A Hungary-Croatia koje se fokusira na pametan i održiv razvoj područja oko mađarsko-hrvatske granice, uz osnaživanje i proširenje postojećih mreža suradnje te doprinos uspostavljanju čvrste osnove za dinamičnu i dugoročnu međugraničnu suradnju. Radionice, prezentacije i fotografije skupljene na terenu u sklopu Interreg programa korištene su kao ideja i podloga za izradu rada u nastavku. Sam rad osim uvodnog i zaključnog dijela sastoji se od još sedam poglavlja. U prvome dijelu, u koji svrstavam prva dva poglavlja rada, je teoretski obrađeno što uopće znače pojmovi pametni grad, integrirani razvoj naselja, koji su principi i metodologije korištene tijekom izrade rada. Četvrto i peto poglavlje govori tome koji su temeljni kapitali na temelju kojih se neko mjesto ili grad može održivo razvijati te koji su uvjeti, načela i pravila za održivi razvoj nekog urbanog prostora. Ovime završava teoretski dio rada. Predzadnje i zadnje poglavlje bave se konkretnom primjenom svega navedenog u teoretskom dijelu na primjeru grada Ludbrega. Najprije se govori o nekim geografskim, povijesnim i ekonomskim značajkama grada. Zatim su obrađeni resursi i kapitali koje Ludbreg posjeduje. Nakon toga dan je prijedlog za poboljšanje kvalitete života. Detaljnije je obrađen plavi kapital- voda i vodeni elementi unutar obuhvata zahvata. Obzirom da su od početka Interreg projekta prošle četiri godine, neki elementi predloženi u radovima su implementirani na trg koji je bio predmet projekta pa su na kraju rada priložene fotografije stvarnog stanja u vrijeme završetka rada. This graduate work was created as a continuation of the project carried out in 2018 as part of the Interreg V-A Hungary-Croatia cooperation program, which focuses on the smart and sustainable development of the area around the Hungarian-Croatian border, while strengthening and expanding existing cooperation networks and contributing to the establishment of a solid foundation for a dynamic and long-term cross-border cooperation. Workshops, presentations and photos collected in the field as part of the Interreg program were used as an idea and basis for the creation of the work below. Apart from the introductory and concluding parts, the work itself consists of seven more chapters. In the first part, in which I classify the first two chapters of the paper, it is theoretically processed what the terms smart city, integrated development and what principles and methodologies were used during the preparation of the paper. The fourth and fifth chapters talk about what are the basic capitals on the basis of which a town or city can develop sustainably, and what are the conditions, principles and rules for the sustainable development of an urban area. This concludes the theoretical part of the paper. The penultimate and last chapters deal with the concrete application of everything mentioned in the theoretical part on the example of the town of Ludbreg. First, some geographical, historical and economic features of the city are discussed. Then the resources and capital that Ludbreg owns were processed. After that, a proposal was made to improve the quality of life. The blue capital - water and water elements within the scope of the intervention - is treated in more detail. Given that four years have passed since the beginning of the Interreg project, some elements proposed in the works were implemented in the square that was the subject of the project, so at the end of the work, photos of the actual condition at the time of completion of the work are attached.

Tema ovog diplomskog rada je projekt obnove potresom oštećene stambene zgrade, u daljnjem tekstu „zgrada“, u Zagrebu. Zgrada ima etaže: suteren, kat i nestambeno potkrovlje. Oštećenja od potresa na zgradi vizualno djeluju "ozbiljno", te je vlasnik mišljenja da bi kuću trebalo srušiti ako se uspoređuje njena sadašnja vrijednost i predviđeni troškovi popravka oštećenja. Izradom projekta obnove, a pod terminom „obnova“ se misli na popravke svih utvrđenih oštećenja, te provedbom troškovne analize doći će se do potrebnih podataka za donošenje odluke o zadržavanju ili rušenju i uklanjanju zgrade. Za konačni zaključak će se prethodno provesti istraživanja, proračuni, procjena vrijednosti zgrade te analiza svih prikupljenih podataka. Ovim diplomskim radom će se povezati znanja o potresu i oštećenjima od potresa, sanacija štete prema tehničkom propisu te procjena vrijednosti nekretnine. Za proračun potresne otpornosti zgrade će se upotrijebiti računalni program 3Muri 13.5.0.2 kojim će biti proračunata otpornost zgrade prije potresa u usporedbi sa propisanom otpornosti po EC8, te potom i usporedba sa parametrom razine 2 obnove. Prema dobivenim rezultatima proračuna potresne otpornosti zgrade predložiti će se mjere za sanaciju i postizanje potresne otpornosti zgrade za razinu 2 obnove, te će se ponovno provesti kontrola putem 3Muri 13.5.0.2. programa. Za radove obnove će se izraditi troškovnik potrebnih radova. Provesti će se pozivni natječaj i prikupiti tri ponude za izvođenje radova obnove. Izrađenim troškovnikom s tržišnim cijenama dobiti će se vrijednost radova obnove, a provedbom procjene vrijednosti nekretnine putem FK matrice će se dobiti tržišna vrijednost zgrade u trenutku izrade ovog rada. Izvršiti će se usporedba svih dobivenih brojčanih podataka radi zaključka o isplativosti provedbe projektom predviđenih radova obnove na zgradi . The subject of this thesis is the reconstruction project of an earthquakedamaged residential building, hereinafter referred to as "the building", in Zagreb. The building has floors: basement, first floor and non-residential attic. The earthquake damage to the building appears visually "severe", and the owner believes that the house should be demolished when comparing its current value and the estimated cost of repairing the damage. Creating a renovation project, and the term renovation refers to repairs of all identified damages, and a cost analysis will provide the necessary data for making a decision on retaining or demolishing and removing the building. For the final conclusion, research, calculations, assessment of the value of the building and analysis of all collected data will be carried out beforehand.In order to confirm or refute this thinking, it was necessary to carry out research, budgets, an assessment of the value of real estate and ultimately to make an analysis of all the collected data. The final result of the analysis should help to make a decision on the demolition of a residential building or its rehabilitation. This thesis will combine knowledge about earthquakes and earthquake damage, damage repair according to technical regulations, and real estate valuation. The computer software 3Muri 13.5.0.2 will be used to calculate the earthquake resistance of the building, which will calculate the resistance of the building before the earthquake in comparison with the prescribed according to EC8, and then the comparison with the parameter of level 2 of the renovation. According to the obtained results of the calculation of the earthquake resistance of the building, measures for remediation and achieving for level 2 of the renovation will be proposed, and control will be carried out again via software 13.5.0.2. A cost estimate for the necessary works will be drawn up for the renovation works. An invitation to tender will be held and three bids will be collected for the execution of renovation works. The cost estimate with market prices will be used to obtain the value of the renovation work, and by conducting an assessment of the real estate value using the FK matrix, the market value of the building at the time of this work will be obtained. A comparison of all obtained numerical data will be made in order to conclude on the cost-effectiveness of implementing the renovation works on the building foreseen by the project.

U ovom diplomskom radu izrađen je projekt hitne obnove nosive konstrukcije crkve sv. Roka u Draškovcu koja je znatno oštećena potresom koji se dogodio u Petrinji krajem 2020. godine. Pregledom građevine dan je opis oštećenja, te je utvrđeno stvarno stanje konstrukcije i potrebna intervencija. Napravljen je projekt obnove, izrađen je statički proračun mehaničke otpornosti i stabilnosti koji će omogućiti popravak same konstrukcije, te su dani prijedlozi provedbe hitnih mjera konstruktivne sanacije. Proračun je napravljem u skladu sa važećim zakonima, tehničkim propisima i mjerodavnim normama. The topic of this master work is a project of urgent renovation of the load-bearing structure of the church of St. Rok in Draškovec, which was significantly damaged by the earthquake that occurred in Petrinja at the end of 2020. An inspection of the building gave a description of the damage, and determined the actual condition of the structure and the necessary intervention. For this purpose, a reconstruction project was made, which contains a static calculation of mechanical resistance and stability that will enable the repair of the structure itself, and suggestions were given for the implementation of urgent measures of structural rehabilitation. The calculation is made in accordance with applicable laws, technical regulations and relevant standards.

U ovom diplomskom radu objašnjen je princip virtualnog rada. Rad se sastoji od uvodnog dijela u kojem možemo pronaći osnovne informacije o metodi virtualnog rada, zatim nam slijedi sama povijest spomenute metode. U trećem poglavlju nalazi se nešto više o metodi virtualnog pomaka, te o njezinoj primjeni kod različitih slučajeva. Nakon teoretskog dijela diplomskog rada slijede primjeri određivanja reakcije oslonca, momenta savijanja, poprečne sile, normalne sile i sile u prostom štapu primjene metode virtualnom rada. Na samom kraju rada donosimo zaključak i usporedbu metode virtualnog pomaka sa metodom pomaka. In this graduation thesis, the principle of virtual work is explained. The work consists of an introductory part in which we can find basic information about the virtual work method, followed by the history of the mentioned method itself. In the third chapter, there is something more about the virtual displacement method, and about its application in different cases. After the theoretical part of the thesis, there are examples of determining the support reaction, bending moment, transverse force, normal force and force in a simple rod using the method of virtual work. A comparative calculation was also carried out using the Structural Analyzer software, and the results were compared and analyzed and a conclusion was reached.

Revitalizacije, konzervacije i restauracije građevina ili jednom riječju obnova, predstavljaju sve aktivnosti i mjere koje se vrše nad konkretnom građevinskom objektu radi (pr)ocjene trenutnog stanja, klasifikacije uzroka oštećenja, davanja prognoze ponašanja u određenom vremenskom periodu te sanacijski zahvat. Pri tome se koriste sva raspoloživa pravila i modeli radi određivanja stanja, s ciljem pravovremenog predviđanja pojave neispravnosti ili uklanjanja istog. Na taj način se povećava pouzdanost, stabilnost, trajnost, sigurnost, raspoloživost i efektivnost građevinskog objekta. Revitalization, conservation and restoration of buildings or in one word renovation, represent all the activities and measures that are carried out on a specific construction object in order to estimate the current state, classify the cause of damage, provide a forecast of behavior in a certain period of time and remedial intervention. In doing so, all available rules and models are used to determine the condition, with the aim of timely predicting the occurrence of malfunctions or removing them. In this way the reliability, stability, durability, safety, availability and effectiveness of the building object are increased.

Tema ovog diplomskog rada je sanacija kapele sv. Jakoba u Jakopovcu, čija je nosiva konstrukcija oštećena prilikom potresa koji se dogodio kod Petrinje. Terenskim pregledom zgrade utvrđena su oštećenja te su dani prijedlozi i načini sanacije iste. Rad je podijeljen na 6 glavnih poglavlja. U drugom poglavlju govori se općenito o predmetnoj građevini, njenoj povijesti i izgledu kao i lokaciji iste. Treće poglavlje se bavi seizmičkim karakteristikama obuhvaćenog područja. U četvrtom poglavlju opisuje se klasifikacija oštećenja zidanih zgrada te je prikazana tablica razreda istih. U petom poglavlju opisana su i prikazana oštećenja zgrade i okoliša. Šesto poglavlje donosi prijedloge i načine sanacije kapele sv. Jakoba. The subject of this thesis is the restoration of the chapel of St. Jakob in Jakopovac, whose load-bearing structure was damaged during the earthquake that occurred near Petrinja. A field inspection of the building revealed damage, and suggestions and ways of repairing it were given. The work is divided into 6 main chapters. The second chapter talks about the subject building in general, its history and appearance, as well as its location. The third chapter deals with the seismic characteristics of the covered area. In the fourth chapter, the classification of damage to masonry buildings is described and a table of their classes is presented. In the fifth chapter, damage to the building and the environment is described and shown. The sixth chapter presents suggestions and ways of renovating the chapel of St. Jakob.

Ovim diplomskim radom opisan je tradicionalni način građenja u kontinentalnom dijelu Hrvatske. Najčešći uzroci i posljedice propadanja starih objekta i primjeri sanacija. Za zadani primjer obiteljske kuće, prikazan je način građenja i konstrukcijski elementi od kojih se sastoji. Izvedena je tehnička dijagnoza postojećeg stanja i statički proračuni u programu Tower, te mogući način sanacije predmetne građevine. This graduation these describes traditional way of building in the continental part od Croatia. As well as most common cause and effect of decay concerning old buildings and also their sanation. For the example listed in this thesis, the method of construction and structural building elements are presented along with technical diagnosis and static calculation that were performed in the Tower program. The example presented in this thesis also describes the means of its revitalisation.

Kroz ovaj rad obradili smo stanje obiteljske kuće u Pušćinama građene 1932. godine, koja je bila izložena dugogodišnjim utjecajima vlage. Putem terenskog rada odnosno pregleda zgrade u više navrata zadatak nam je bio ustanoviti u kakvom se stanju nalazi predmetna građevina, utvrditi uzroke nastalih oštećenja i predložiti mjere sanacije koje su navedene u tekstu diplomskog rada. Rad sadrži tehnički opis građevine, opisane pojmove vlage, napravljeno je rekognosciranje i statički proračun postojećeg stanja građevine, navedeni su prijedlozi i načini sanacija, te je na kraju provedena revitalizacija i statički proračun sanirane građevine. Through this paper, we have examined the condition of a family house in Pušćine, built in 1932, which was exposed to the effects of moisture for many years. Through fieldwork, that is, inspection of the building on several occasions, our task was to establish the condition of the building in question, to determine the causes of the damage and to propose remedial measures, which are stated in the text below. The paper contains a technical description of the building, described terms of moisture, a reconnaissance and static calculation of the existing state of the building, proposals and methods of rehabilitation were listed, and at the end, a revitalization and static calculation of the renovated building was carried out.

U ovom radu prikazani su kroz poglavlja osnovne informacije o tradicionalnom graditeljstvu kamenih kuća, kroz osnovne elemente objekta. Postojeće stanje kao i osnovne informacije o građevini o kojima je pisano bio je jedan od preduvjeta su za daljne analize i projekte u radu. Obrađeni su detaljno kroz tekstualni dio i grafički prikaz putem fotografija različita oštećenja na objektu, te su u novoprojektiranom stanju prikazani i objašnjeni načini sanacije, odabrani način sanacije kao i svi ostali planirani zahvati. Prilikom projekiranja sanacije, izuzetno se pazilo da se sačuva izgled stare tradicionalne gradnje, stoga su sva projektirana rješenja na tom tragu. Prostoru je kroz organizaciju prostora dana nova namjena, a strukturalnom obnovom stabilnost. Grafički prilozi postojećeg stanja kao i novoprojektiranog stanja sa određenim detaljima definirani su ovim radom. U ovom radu napravljen je statički proračun prije i poslije strukturalne obnove. Proračun je napravljen na bazi 3D modela i simulacije na potres. In this paper, basic information about the traditional construction of stone houses, through the basic elements of the building, is presented through the chapters. The existing condition as well as the basic information about the building is one of the prerequisites for further analyzes and projects. The various damages to the building are treated in detail through the textual part and graphical representation through photographs, and in the newly designed state, the methods of rehabilitation are shown and explained, the selected rehabilitation method, as well as all other planned procedures. During creation renovation project, great care was taken to preserve the appearance of the old traditional construction, therefore all the designed solutions are on that track. The space got a new purpose through the organization of the space, and stability through the structural renovation. Graphic attachments of the existing phase as well as the newly designed phase with certain details are defined in this paper. In this paper, a static calculation was made before and after the structural renovation. The calculation was made on the basis of a 3D model and an earthquake simulation.

U diplomskom radu prikazana je mogućnost proizvodnje električne energije iz hibridnog sustava ''Hidroelektrana-solarna fotonaponska elektrana" na primjeru akumulacije "Varaždinsko jezero". Kako bi se dokazao potencijal ovakvog hibridnog sustava, izračunate su snage solarnog fotonaponskog sustava te količina proizvedene električne energije i potencijalne plutajuće solarne fotonaponske elektrane na akumulaciji Varaždinsko jezero. Količina proizvedene energije iz solarne elektrane proračunala se uz pomoć programa pod nazivom PVGIS. Iskazana je okvirna cijena izvedbe ovog projekta te prihodi koje bi isti donosio uslijed prodaje proizvedene električne energije. Detaljni opis pozicioniranja, veličine, vrste solarnih panela i učinkovitosti solarne fotonaponske elektrane te njene kombinacije s Hidroelektranom Varaždin prikazani su u radu. The graduate thesis shows the possibility of producing electricity from the hybrid system ''hydroelectric power plant-solar photovoltaic power plant'' on the example of "Lake Varazdin". To prove the potential of such a hybrid system, the power of the solar photovoltaic system, as well as the amount of electricity produced from the potential floating solar photovoltaic power plants located on the accumulation of Lake Varazdin, were calculated. The amount of energy produced by the solar power plant was calculated by using an application called PVGIS. The framework price of this project was expressed as revenues would be made due to the sale of electricity produced. A detailed description of positioning, sizes, types of solar panels, and efficiency of solar photovoltaic power plants and their combinations with the hydroelectric power plant Varazdin is shown in the graduate thesis.

U ovom završnom radu opisana je suhomontažna gradnja i načini izvođenja iste na uređenju interijera. Ideja rada je prikazati tipove pregradnih zidova i spuštenih stropova s obzirom na zvučnu zaštitu, požarnu zaštitu i zaštitu od vlage. Prikazani su neki detalji proizvođača suhomontažne gradnje. Kompletan rad je podijeljen na tri poglavlja, gdje se u prvom poglavlju govori općenito o terminu suhomontažne gradnje, prednostima takve gradnje, alatima i materijalima koji se koriste. Drugo poglavlje bavi se samim pregradnim zidovima, načinima izrade i obrazloženjima utjecaja zvuka, vlage i požara na konstrukciju. U trećem poglavlju razrađeni su stropovi, načini izvođenja, utjecaj zvuka, vlage i požara na isti. Drywall construction and ways of performing it in interior design are described in this final paper. The idea of the work is to show the types of partition walls and suspended ceilings with regard to sound protection, fire protection and moisture protection. Some details of drywall construction manufacturers are shown. The complete work is divided into three chapters, where the first chapter discusses in general the term drywall construction, the advantages of such construction, the tools and materials used. The second chapter deals with partition walls themselves, methods of construction and explanations of the influence of sound, moisture and fire on the construction. In the third chapter, the ceilings, methods of execution, the influence of sound, moisture and fire on them are elaborated.

U ovom završnom radu opisani su tradicionalni tesarski spojevi drvene građe te njihovi suvremeni nasljednici, spojevi s metalnim spajalima. Obje varijante tesarskih vezova uspoređivane su po kriterijima čvrstoće, trajnosti, cijene, potrebnom vremenu izrade, estetici te po još pokojem kriteriju. Nabrojane su i opisane vrste tesarskih vezova sa njihovom primjenom i izvedbom. Također, isto vrijedi i za drvena te metalna vezna sredstva. Dotaknuti su i noviteti na tržištu metalnih spajala. Zatim je izrađen model jednostrešnog krovišta za čije potrebe su izvedeni nacrti spojeva drvenih konstruktivnih elemenata i to u obje varijante, ali i presjeci te tlocrti za potrebe izvedbe čitave konstrukcije. Na kraju su izrađeni troškovnici građevinskih radova podizanja konstrukcije jednostrešnog krovišta zajedno sa popratnim dokaznicama mjera te analizom cijena kako za varijantu s tradicionalnim tesarskim vezovima tako i za varijantu s metalnim spajalima. In this thesis traditional carpenter joints of timber and their modern heirs, joints with metal connectors, were described. Both variants of carpenter joints were compared according to the criteria of strength, durability, price, the required time of manufacture, aesthetics and by some other criteria. The types of carpenter joints with their application and performance are listed and described. Also, the same applies to wooden and metal binding agents. Novelties in the metal connector market have also been touched. After that, a model of single-canopy roofing was made for the needs of which draft joints of wooden constructive elements were made, in both variants, as well as sections and floor plans for the purpose of the construction of the entire structure. In the end, the cost estimates of construction work for the erection of the construction of the single-canopy roofing structure were made together with the accompanying evidence of the measures and the analysis of prices for both the variant with traditional carpenter joints and for the variant with metal connectors.

Tema diplomskog rada je opis karakterističnih nadvožnjaka na našim autocestama te projekt nadvožnjaka preko ceste u ravnici. Rasponski sklop je kontinuirani pločasti nosač od armiranog betona, preko tri raspona. Konstrukcija se oslanja na armiranobetonske upornjake i stupove, a temeljenje je plitko. Nadvožnjak prevodi cestovnu prometnicu širine 2 x 3,25 m sa rubnim trakovima širine 0,5 m. Uz prometnicu su smještene pješačke staze širine 1,00 m. Rad sadrži: - tehnički opis - statički proračun rasponskog sklopa - dimenzioniranje najopterećenijih presjeka rasponskog sklopa - dispozicijske nacrte nadvožnjaka - skice armature rasponskog sklopa - troškovnik radova The topic of graduation thesis is description of characteristic overpasses on our highways and overpass project over the road in the plain. The span assembly is a continuous slab support made of reinforced concrete, over three spans. The construction rests on reinforced concrete abtuments and columns, and the foundation is shallow. The overpass translates a 2 x 3,25 m wide road with 0,5 m wide edge band. There are pedestrian paths 1,00 m wide along the road. Work contains: - technical description - static calculation of the span assembly - dimensioning of the most loaded sections of the span assembly - blueprints of overpass - sketches of reinforcement of the span assembly - cost sheet

Prvi dio ovog završnog rada bit će posvećen krovovima u globalu, podjeli krovova na ravne i kose, mogućim tipovima nosive konstrukcije kosih krovova te najčešćim tesarskim vezovima koji se koriste kod drvenih krovišta; drugi dio rada sadržavat će primjer manje obiteljske kuće sa konstruktivnim sustavom dvostruke visulje u rješavanju nosivog djela krova te sve tesarske vezove sa oznakama pojedinih elemenata same konstrukcije krova. The first part of this final paper will be devoted to roofs in general, the division of roofs into flat and sloping, possible types of load-bearing construction of sloping roofs and the most common carpentry connections used in wooden roofs; the second part of the work will contain an example of a smaller family house with a structural system of double overhangs in solving the load-bearing part of the roof and all carpentry connections with markings of individual elements of the roof structure itself.

Ovim radom su prikazani primjeri karakterističnih vijadukti od armiranog i prednapetog betona u Hrvatskoj. Tema rada je projektiranje manjeg vijadukta preko suhe doline. Vijadukt se sastoji od tri raspona, gdje je rasponski sklop građevine kontinuirani nosač od armiranog betona, rebrastog poprečnog presjeka. Konstrukcija se oslanja na armiranobetonskim upornjacima i stupovima, čije je temeljenje plitko. Vijadukt prevodi preko doline državnu cestu širine 6,50 m, bez pješačkih staza. Detaljan opis pojedinog dijela konstrukcije dan je u tehničkom opisu, statički proračun je proveden u programu Tower, a dispozicije u programu AutoCad. Rad sadrži: - tehnički opis - osnovni statički proračun rasponskog sklopa - dimenzioniranje najopterećenijih presjeka rasponskog sklopa - skicu armature rasponskog sklopa - troškovnik radova - dispozicijske nacrte u preglednom mjerilu - literaturu. This paper presents exemples of tipical viaducts made of reinforced and prestressed concrete in Croatia. The topic of this paper is the design of a smaller viaduct crossing a dry valley. The viaduct consists of three spans, where the available building assembly is a continuous slab of reinforced concrete, with a ribbed cross section. The structure relies on abutments and columns, made of reinforced concrete, which foundation is shallow. The width of the state road are 6.50 m, without footpaths. Each individual part of the constructure is described in more detail in the technical specifications, the static calculation made in the Tower program, and the dispositions are from the AutoCad program. The paper consists of: - technical sprecifications - calculation od internal forces - dimensioning of a bridges most loaded cross sections - sketch of span armature - cost estimate - technical drawings - literature

Ovaj rad dijeli se na teorijski i praktični dio rada. U teorijskom dijelu prikazane su osnovne konstruktivne značajke velikih lučnih mostova u Hrvatskoj. Teorijski dio obuhvaća opće podatke o konstrukciji, način građenja i usporedbu s građevinama sličnog raspona ali drugog tipa. U praktičnom dijelu rada načinjen je projekt manjeg armiranobetonskog lučnog mosta preko doline. Glavni sklop je luk, a nadlučni sklop kontinuirani, nosač preko pet polja, rebrastog poprečnog presjeka. Most preko prepreke prevodi državnu cestu s pješačkim stazama. Rad sadrži tehnički opis, osnovni statički proračun rasponskog sklopa, dimenzioniranje najopterećenijih presjeka rasponskog sklopa, dispozicijske nacrte mosta i skicu armature luka te troškovnik radova. This paper is divided into theoretical and practical part of the work. In the theoretical part, the basic structural features of large arched bridges in Croatia are presented. The theoretical part includes general information about the construction, the construction method and a comparison with buildings of a similar range but of a different type. In the practical part of the work, the project of a smaller reinforced concrete arch bridge over the valley was made. The main assembly is an arch, and the over-arch assembly is continuous, a support over five fields, with a ribbed cross-section. The bridge over the obstacle translates the national road with footpaths. The paper contains a technical description, basic static calculation of the span assembly, dimensioning of the most loaded cross-sections of the span assembly, layout drawings of the bridge and a sketch of the arch reinforcement, as well as a cost list of the works.

U ovom diplomskom radu dano je rješenje za proširenje pločastog mosta preko potoka Koruška u Križevcima. Rad se sastoji od tehničkog opisa, računske analize te dispozicije mosta, nacrta i troškovnika. U tehničkom opisu opisano je rješenje proširenja mosta, od pripremnih radova, armirano - betonskih, postupak ugradnje cijevnih mikropilota, rješenje odvodnje s mosta, sve do završih radova. Prethodno proračunu provedeni su geotehnički istražni radovi na temelju kojih su usvojeni parametri tla. U računskoj analizi izvršen je proračun mosta te upornjaka mosta. Provedena je kontrola naprezanja u tlu, na prevrtanje te klizanje upornjaka. Proračunom nosivosti i slijeganja izračunato je slijeganje nakon ugradnje cijevnih mikropilota ispod upornjaka. This diploma work gives a solution for the expansion of the slab bridge over the Koruška stream in Križevci. The work consists of a technical description, computational analysis and disposition of the bridge, drawings and cost estimates. The technical description describes the solution for expansion of the bridge, from the preparatory works, reinforced concrete work, the procedure for installing pipe micropiles, the solution for drainage from the bridge and the finished works. Prior to the calculation, geotechnical investigation works were carried out on the basis of which the soil parameters were adopted. In the computational analysis, the calculation of the bridge and bridge abutments was performed. There are calculations of control of stress in the ground, overturning and sliding of abutments. The settlement was calculated after the installation of pipe micropiles under the abutments.

Fargueovi zakoni su kvantitativni opis prirodnog razvoja oblika korita otvorenih aluvijalnih vodotoka. Drugim riječima to je usporedba s prirodnim principima razvoja i dinamike vodotoka. U ovom radu zasebno su opisani svi Fargueovih zakoni, a na primjeru rijeke Bednje, na lokacijama Ključ i Željeznica razrađeni su oni za koje su se mogle napraviti izmjere i koji su bili primjenjivi u konkretnim slučajevima, a to su zakon odstupanja i zakon najvećih dubina. Redom su opisani zakon odstupanja, zakon najvećih dubina, zakon hoda, zakon kuta, zakon kontinuiteta i zakon pada dna. Također, u samom radu dotaknula se tema vodotoka i morfologije kao uvod u Fargueove zakone. In this thesis all Fargues rules have been described and explained. Fargues rules give quantitative description of the riverbeds in open alluvial waterways. As an introduction into Fargues rules, general facts about the subject of rivers and its morphology have been mentioned. Fargues rules of deviation and the rule of the greatest dept have been described in more detail using two locations on river Bednja, Kljuc and Zeljeznica, as a case study. In addition, other Fargues rules have been described as well, such as the rule of the angle, the rule of continuity and others.

U ovom diplomskom radu prikazan je energetski i turistički potencijal starih mlinova na četiri rijeke u Hrvatskoj; na rijeci Plitvici, rijeci Bednji, rijeci Donjoj Dobri i rijeci Muri. Stare vodenice koje su se nekad koristile za proizvodnju brašna mogu se restaurirati i koristiti za proizvodnju električne energije, uz oživljavanje i pokretanje turizma te na taj način čuvati tradiciju i baštinu starijih naraštaja. U radu se govori općenito o hidroenergiji i hidroelektranama te načinu na koji se proračunava snaga turbine i količina dobivene električne energije. Najveći naglasak u radu posvećen je vodenicama pa je tako navedena povijest nastanka i razvoj vodenica te njihova podjela. Napravljena je analiza mogućnosti rekonstrukcije mlinova/vodenica koje su ili postojale ili još postoje. To su Vidovićev mlin na rijeci Plitvici, mlin u Margečanu uz rijeku Bednju, Matin mlin na Donjoj Dobri i mlin na Muri kod Žabnika. Nakon analize svake lokacije i dobivenih potrebnih parametara, izvršen je proračun snage turbine i proračun količine proizvedene električne energije. Na kraju rada, za svaku lokaciju predloženo je na koji način iskoristiti njezin turistički potencijal. This graduate thesis shows the energy and tourist potential of old mills on four rivers in Croatia; On the Plitvica, Bednja, Donja Dobra and Mura. Old water mills used to produce flour can be restored and used to produce electricity, with revival and starting tourism, thus keeping the tradition and heritage of older generations. The paper is generally referred to as hydropower and hydroelectric power, and how the turbine power and the amount of electricity obtained are calculated. The greatest emphasis in the work is dedicated to the watermills, so the history of the emergence and development of the aquatic and their division is also mentioned. An analysis of the options for reconstruction of mills/watermills that either existed or still existed. These are Vidovic's mill on the Plitvice River, a mill in Margečan along the Bednja River, Matin Mlin on the Donja Dobra, and mill on the Mura near Zabnik. After the analysis of each location and the necessary parameters obtained, the turbine power budget and the calculation of the amount of electricity produced were calculated. At the end of the work, it is proposed how to use the tourist potential for each location.

U radu je prikazan glavni i izvedbeni projekt obiteljske kuće s bazenom u mjestu Sutivan (na otoku Braču) ukupne katnosti prizemlje,1. kat te potkrovlje. Građevina je formirana kao monolitna armirano-betonska konstrukcija izvedena s armirano-betonskim temeljima, zidovima, gredama te armirano-betonskim pločama kao međukatnim konstrukcijama. The paper presents the main and implementation project of a family house with a swimming pool in Sutivan (on the island of Brač) with a total floor area of ground floor, first floor and attic. The building was formed as a monolithic reinforced concrete structure with reinforced concrete foundations, walls, beams and reinforced concrete plates as a ceiling slabs. The project contains: technical description of te construction, calculation of all load-bearing structural elements, architectural plans and characteristic building blueprints.

U radu je prikazana analiza potresnog djelovanja na zidanu konstrukciju. Primijenjena je kombinirana metoda konačno-diskretnih elemenata. Uspoređuju se utjecaji tri realna potresa i kombinacija četiri rubna uvjeta. Rezultat rada je predviđanje načina potpunog sloma konstrukcije i opis ponašanja konstrukcije izložene dinamičkom djelovanju. The paper presents the analysis of the earthquake effect on the masonry structure. The combined finite-discrete elements method was applied. The impacts of three real earthquakes and a combination of four boundary conditions are compared. The result of the work is the prediction of the complete collapse of the structure and the description of the behaviour of the structure exposed to dynamic action.

U diplomskom radu prikazano je idejno rješenje uređaja za pročišćavanje otpadnih voda (UPOV) za četiri naselja koja se nalaze u sjeverozapadnom djelu Krapinsko-zagorske županije, u okolici Općine Desinić. Na temelju podataka preuzetih iz „ Elaborata zaštite okoliša za postupak ocjene o potrebi procijene utjecaja zahvata na okoliš – Uređaj za pročišćavanje otpadnih voda naselja Desinić s pripadajućim sustavom odvodnje“, „Građevinsko-hidrotehničkog projekta - UPOV Desinić“ i analiza, te poštujući zakonsku regulativu na području zahvata ustanovljeno je da je za četiri naselja potrebno izgraditi UPOV kapaciteta 1600 ekvivalent stanovnika (ES) s drugim (II) stupnjem pročišćavanja i ispustom u vodotok Horvatska koji bi služio kao prijemnik. Idejnim rješenjem predviđeno je da uređaj prihvaća komunalnu otpadnu vodu četiriju naselja koja su spojena na javni sustav odvodnje te pomoću glavnog kolektora dolaze na UPOV. Otpadna voda iz glavnog kolektora ulazi u UPOV preko grube rešetke pomoću koje se uklanjaju krutine i pužnog sita koje služi za uklanjanje tvari većih od 6 mm. Te dvije faze pripisujemo mehaničkom predtretmanu. Nakon pročišćavanja otpadne vode u sklopu drugog (II) stupnja, postiže se smanjenje organske tvari u bioaeracijskom bazenu i odvajanje mulja od izbistrene vode u sekundarnom taložniku. Pokazatelj biokemijske potrošnje kisika BPK5 smanjuje se za 70%, pokazatelj kemijske potrošnje kisika KPK za 75% i količina suspendirane tvari za 90%. Pročišćena voda se pomoću izlaznog gravitacijskog cjevovoda ispušta u vodotok Horvatska koji ima svrhu prijemnika. Mulj nastao u procesu taloženja po potrebi se skladišti u betonski spremnik koji služi za ugušćivanje i skladištenje mulja ili se po potrebi ispumpava cisternom komunalne tvrtke i odvozi na daljnju obradu. U diplomskom radu provedena je analiza ulaznih podataka, izrađen je proračun biološkog i hidrauličkog opterećenja, te je izrađen proračun metodologijom primjene kombiniranog pristupa. Nakon prethodnih proračuna dan je aproksimativni troškovnik i tehničko rješenje s grafičkim prilozima. The graduate thesis presents a preliminary design of a wastewater treatment plant (WWTP) for 4 settlements located in the north-western part of County of Krapina-Zagorje, near the municipality of Desinić. The data from „Environmental protection study for the assessment procedure on the need to assess the impact of the project on the environment - Wastewater treatment plant in the settlement Desinić with associated drainage system", "Construction and hydro-technical project - UPOV Desinić”, analysis and legislative suggest that the four settlements require building WWTP of 1600 population equivalent capacity with second degree treatment and nozzle into Horvatska watercourse that would serve as a receiver. The presented preliminary design assumes that the plant accepts municipal wastewater of four settlements associated to public system of drainage, leading to WWTP by collector. Wastewater from the main collector enters the WWTP through harsh grid. The grid is used for removal of solids and worm sieve system aimed at removal of agents larger than 6 mm. These two phases are associated to mechanical fore- treatment. Following the wastewater treatment of second degree, decrease of organic substance in bio aerial pool and sludge separation from clear water in secondary settling tank. Biochemical oxygen demand indicator is reduced 70%, chemical oxygen demand indicator is reduced 75% and the quantity of suspended substance 90%. Percolation water is released through gravitation pipeline into Horvatska watercourse that serves as a receiver. Sludge generated in the process of sedimentation is stored in the concrete tank that serves the purpose of thickening the sludge or is pumped by utility service's cistern and taken to subsequent treatment. Input data analysis, calculation of biochemical oxygen demand indicator and hydraulic load and combined methodology are used in the process of calculation in the thesis. Following the calculations, an approximate cost estimate and technical solution with graphical design is presented.

U ovom diplomskom radu prikazana je mogućnost proizvodnje električne energije pomoću tradicionalnog mlina (vodnog kola) na lokaciji Matinog mlina na rijeci Donjoj Dobri. S porastom svijesti da neobnovljivi izvori energije znatno utječu na okoliš, sve više dolazi do porasta korištenja obnovljivih izvora energije. Isto tako sve je popularnija proizvodnja električne energije pomoću hidroenergije. Kako bi se dokazala mogućnost i potencijal proizvodnje električne energije na mlinici, provedena su terenska istraživanja i mjerenja na lokaciji Matinog mlina na rijeci Donjoj Dobri kod Jaškova, u blizini Karlovca. Mjerenja su uključila određivanje brzine vode i određivanje protoka vode u dovodnom/odvodnom kanalu Matinog mlina. Mjerenja su izvršena pomoću ultrazvučnog mjerača FlowTracker2 i radarskog mjerača SQ-R FlowMeter te mjerača broja okretaja Tachometer. Nakon mjerenja izvršena je analiza dobivenih rezultata te proveden proračun snage turbine i proračun godišnje količine proizvedene električne energije ovisno o količini vode u dovodnom kanalu. Cjelokupni opis uređaja, mjerenja i proračuna prikazani su u radu. This thesis presents the possibility of producing electricity using a traditional mill (water wheel) on the river Donja Dobra. With the growing awareness that non-renewable energy sources have a significant impact on the environment, there is an increasing of the use of renewable energy sources. Also, the production of electricity using hydropower is becoming increasingly popular. In order to prove the possibility and potential of electricity production at the water mill, field research and measurements were conducted at the location of the Matin mill on the river Donja Dobra in Jaškovo, near Karlovac. The measurements included determination of the water velocity and determining the water flow in the canal of the Matin mill. Measurements were performed using a FlowTracker ultrasonic meter, radar meter SQ-R Flow meter and revolution meter. After the measurement, the analysis of the obtained results was performed, as well as the calculation of the turbine power, together with the annual amount of electricity produced, with regards to the amount of water in the supply channel. The complete descriptions of the devices, measurements and calculations are presented in the paper.

Otpadne vode prikupljene sustavom javne odvodnje odvode se na uređaj za pročišćavanje otpadnih voda te se nakon postizanja tražene razine pročišćavanja ispuštaju u recipijent. Nusproizvod svakog tehnološkog postupka obrade komunalnih otpadnih voda je mulj koji zahtijeva daljnju obradu i zbrinjavanje na tehnički i ekološki najpogodniji i istovremeno najekonomičniji način. Cilj rada je analiza produkcije mulja na razini Međimurske i Varaždinske županije te analiza ekonomski prihvatljivih tehničko – tehnoloških rješenja obrade i zbrinjavanja mulja. Tema je vrlo široka pa je fokus stavljen na četiri varijante zbrinjavanja mulja za koje je preliminarnim analizama utvrđeno da su najprimjenjivije za predmetno područje. Analizirane su mogućnosti zbrinjavanja mulja u poljoprivredi, spaljivanje mulja u centralnoj monospalionici, varijanta s istovremenim kompostiranjem za područje Varaždinske županije i ozemljavanja mulja na području Međimurske županije te varijanta koja uključuje odvoz mulja izvan granica Republike Hrvatske. Temeljem provedenih analiza za opisane četiri varijante spaljivanje mulja u regionalnoj monospalionici predstavljeno je kao ekonomski najpovoljnije rješenje, dok je varijanta koja uključuje zbrinjavanje mulja u poljoprivredi prikazana kao najskuplja, no ona također predviđa i najširi raspon troškova te prikazuje da se uz donošenje racionalnije zakonske regulative, odnosno smanjenjem troškova uzorkovanja i analiza mulja i tla može očekivati i daleko bolja ekonomska isplativost ove varijante. Također je dan pregled zakonske regulative vezane uz obradu i zbrinjavanje mulja s uređaja za pročišćavanje otpadnih voda, prikazane su opće informacije o sadržaju mulja, obradi i metodama zbrinjavanja, ali i informacije o aktualnim postupcima zbrinjavanja mulja u ostalim europskim zemljama. The wastewater collected by the public sewage system is taken to the wastewater treatment plant and after reaching the required level of treatment, it is discharged into the recipient. The by-product of every technological process of municipal wastewater treatment is sludge, which requires further treatment and disposal in the most technically and ecologically appropriate and at the same time most economical way. The aim of this paper is the analysis of sludge production at the level of Međimurje and Varaždin counties and the analysis of economically acceptable technical and technological solutions for sludge treatment and disposal routes. The topic is very broad, so the focus was placed on four variants of sludge disposal, which were determined by preliminary analyzes to be the most applicable for the area in question. The possibilities of disposal of sludge in agriculture, incineration of sludge in a central mono-incinerator, a variant with simultaneous composting for the area of Varaždin County and use of sludge reed beds for the area of Međimurje County and a variant that includes the export of sludge outside the state borders were analyzed. Based on the analyzes carried out for the described four variants, sludge incineration in a regional mono-incinerator is presented as the most economically advantageous solution, while the variant that includes disposal of sludge in agriculture is shown as the most expensive, but it also predicts the largest range of costs and shows that with the adoption of more rational legislation, that is, by reducing the costs of sampling and analysis of sludge and soil, a much better economic profitability of this variant can be expected. An overview of the legal regulations related to the treatment and disposal of sludge from wastewater treatment plants is also given. Also, general information on sludge content, treatment and disposal methods are presented, as well as information on current sludge disposal procedures in other European countries.

U ovom završnom radu razrađeno je idejno rješenje vodovoda uvale Dubac-Varsan koja se nalazi na otoku Pagu u Ličko-Senjskoj županiji. Početni dio rada prikazuje opće informacije o vodoopskrbnom sustavu, cilju izgradnje vodoopskrbnog sustava te analizira ulazne podatke koje je potrebno prikupiti za izradu idejnog rješenja vodovoda uvale Dubac- Varsan. Temeljem definiranih ulaznih podataka izvršen je hidraulički proračun. Detaljno su opisani postupci svih proračuna potrebnih za dimenzioniranje vodoopskrbne mreže. Završni dio rada prikazuje oblikovno-funkcionalno i tehničko rješenje u kojem se detaljnije opisuje način iskopa rovova za polaganje vodovodnih cijevi, polaganje vodovodnih cijevi te način ugradnje vodovodnih armatura, kao i zasunska okna. Analizirani su svi radovi pri izgradnji vodoopskrbnog sustava te se u aproksimativnom troškovniku dobiva ukupna okvirna cijena svih navedenih radova vodoopskrbne mreže za uvalu Dubac-Varsan. U sklopu priloga dani su grafički prikazi u obliku situacije na digitalnoj ortofoto karti, uzdužni profili glavnih cjevovoda te normalni karakteristični poprečni presjek rova. In this final project, the conceptual design of the water supply system was developed for the Dubac-Varsan bay, located on the island of Pag in Lika-Senj County. The initial part of the project presents general information about the water supply system, the goal of building a water supply system and analyzes the input data that needs to be collected for the development of the conceptual design of the water supply system. Based on the defined input data, a hydraulic calculation was performed. The procedures of all calculations required for sizing the water supply network are described in detail. The final part of the project presents a functional design and tehnical solution which describe in more detail the method of excavating trenches for water pipes, laying the water pipes and the method of installing plumbing fittings, as well as the shutters. All tasks of the construction of the water supply system were analyzed to obtain the total approximate price of all above-mentioned tasks for the construction of water network in Dubac-Varsan bay. Graphic representations in the form of a situation on a digital ortophoto map, longitudinal profiles of the main pipelines and the normal characteristic cross-section of the trench are given as part of the appendix.

S obzirom na rastuću potražnju za pitkom vodom na svjetskoj razini, aktualna je problematika zaštite površinskih i podzemnih vodnih tijela prilikom ispuštanja, odnosno vraćanja u prirodu iskorištene onečišćene vode u obliku otpadne vode. Ipak, danas postoje brojni postupci pročišćavanja otpadnih voda koji omogućuju očuvanje vodnih resursa, usmjerenih u prvom redu na zaštitu pitke vode, ali i ostalih površinskih I podzemnih vodnih tijela. Problematika ovog rada usmjerena je na izradu idejnog rješenja UPOV-a Kraljevica. Podaci potrebni za proračun preuzeti su iz „Studije izvedivosti sustava javne odvodnje otpadnih voda na području aglomeracije Kraljevica“. U početnom dijelu rada analizirani su svi podaci koje je potrebno prikupiti za određivanje kapaciteta UPOV-a te potrebnog stupnja pročišćavanja otpadnih vodau odnosu na relevantnu zakonsku regulativu. Temeljem definiranih ulaznih podataka (hidrauličko i biološko opterećenje), izvršen je tehnološki proračun objekta UPOV-a. Potom je opisan postupak tj. način na koji se vrši pročišćavanje otpadne vode prolaskom kroz objekte UPOV-a. U završnom dijelu rada izrađen je aproksimativni troškovnik na temelju kojeg je dobivena okvirna cijena potrebna za izgradnju i puštanje UPOV-a u pogon, a također su izrađeni i nacrti pripadajućih objekta. Given the growing demand for drinking water globally, the actual problem is of protecting surface and underground water bodies when discharge, i.e. returning to nature used contaminated water in the form of wastewater. Nevertheless, today there are numerous wastewater treatment processes that allow the preservation of water resources, directed in the first place at protecting drinking water, as well as other surface and underground water bodies. The topic issue of this paper is creating a conceptual solution of WWTP Kraljevica. The data needed for the calculation are taken from the "Feasibility Study of Public Sewage System in the Area of Agglomeration Kraljevica". The initial part of the paper analyzed all the data to be collected to determine the capacity of the WWTP and the required degree of wastewater treatment. Based on defined inputs dana (hydraulic and biological load), the technological calculation of the WWTP facility was carried out in accordance to relevant legislation. Then the treatment procedure is described, i.e. the way wastewater is treated by passing through WWTP objects. In the final part of the work, an approximative bill of quantities was created based on which the indicative price necessary for the construction and commissioning of the WWTP was obtained, and drafts of the corresponding facilities were also drawn up.

U ovom radu je opisan pregled tradicionalnih i inovativnih izolacijskih materijala. Objašnjena je sama povijest ovojnice zgrada i njezini utjecaji. Utjecaj vlage te zaštita od istih je jako bitna za dugotrajnost svake građevine. Spomenuta je fizika zgrade te njezine karakteristike. Toplinsko izolacijski materijali imaju veliku ulogu u očuvanju energije zgrada. Predstavljeni su tradicionalni izolacioni materijali te usporedba s inovativnim toplinsko izolacijskim materijalima. Inovativni toplinski izolacijski materijali zaokružuju tematiku ovog završnog rada. In this final work is described review of traditional and innovative insulation materials. History of building envelopes and their influence is explained. Influence of moisture and protection from moisture is very important for durability of every building. Physics of the buildings and her characteristics is mentioned. Thermal insulation materials have big role in preservation of energy in the buildings. Traditional insulation materials are presented and compared with innovative thermal insulation materials. Innovative thermal insulation materials round up thematics of this final work.

Svrha je ovoga rada približavanje postupka ishođenja građevinske dozvole. Naime, u tom postupku u kojemu sudjelujemo kao projektanti, referenti, revidenti, investitori itd. postoji određeni redoslijed koji moramo slijediti kako bi se postigla maksimalna efikasnost i ekonomičnost. Naša je dužnost da prilikom ishođenja građevinske dozvole djelujemo u interesu investitora i da ga savjetujemo u kojemu smjeru treba ići. Moramo ga upoznati s njegovim pravima i obavezama i pokušati uklopiti njegove želje u okvire zakona. Moramo obratiti pozornost na detalje koji nas mogu ubrzati. Pojedine dijelove projektiranja možemo ubrzati imajući na umu korake koji slijede i pribavljanjem potrebne dokumentacije u početnim fazama projektiranja. Time ne samo da ćemo uštedjeti prijeko potrebno vrijeme nego ćemo se i dodatno osigurati od poteškoća koje bi mogao izazvati koji faktor na koji nismo obraćali pozornost prilikom početka projektiranja. Važno je napomenuti da zbog promjena u Zakonu o gradnji, gdje je navedeno da je Geodetski projekt sastavni dio Glavnog projekta, treba pažljivo odabrati ured koji će voditi cijeli proces ishođenja građevinske dozvole. Najbolje je angažirati ured koji ima sve potrebne ovlaštene osobe (geodeta, arhitekta, strojara i statičara). Moguće je da takav ured neće moći odmah započeti projekt, ali će se držati dogovorenih vremenskih okvira. Isto tako moguće je angažirati svakog pojedinog ovlaštenog projektanta iz nekoliko manjih ureda, ali tu nam prepreku predstavlja koordinacija između ureda. Prilikom projektiranja treba koristiti dostupnu tehnologiju koja će olakšati postupak projektiranja i ishođenja građevinske dozvole. Npr. eDozvola je razrađena transparentna platforma za predaju potrebne dokumentacije i za izdavanje svih potrebnih dozvola za pristupanje gradnji. Pomoću platforme možemo zatražiti izdavanje posebnih uvjeta i uvjeta priključenja za predmetnu izgradnju, izdavanje lokacijske dozvole, izdavanja građevinske dozvole, itd. Možemo u bilo kojem trenutku vidjeti stanje predanoga predmeta putem platforme i brzo dopuniti/dostaviti potrebne dokumente. Informacijski sustav prostornog uređenja (ISPU) pomoću lokacijskih informacija koje ishodimo od investitora može nam približiti prostorni plan koji je na snazi, pokazati da li je čestica u željenom razredu za izgradnju, da li je planiran neki zahvat u interesu općine i sl. To je koristan alat koji može približiti okvire u kojima se smije graditi (nagovijestiti o kakvom je terenu riječ) i koji upućuje na zakonske akte na koje moramo obratiti pozornost. Ovisno o razini ovlaštenog korisnika mogu se vidjeti izdane dozvole na pojedinoj čestici, prijaviti nepravilnosti ili nelegalna gradnja, vidjeti ugovori o kupoprodaji nekretnina, izdani energetski certifikati itd. Postoje razni programi koji su počeli s BIM načinom prikaza objekta. BIM je kratica za Building information modeling što u prijevodu znači modeliranje informacija o zgradama. Pomoću tih alata možemo dobiti uvid u 3D izgled i količine potrebnog materijala za izgradnju predmetnog objekta. Prednost je tog programa što omogućuje uvid u moguće probleme u fazi projektiranja i detaljnije pripreme za iste. Pomoću ove tehnologije moguće je detaljnije razraditi tijek gradnje i napraviti točniji gantogram ishođenja potrebne dokumentacije građevine. U ovome ću radu opisati postupak korištenja navedenih platformi i njihove prednosti. Naravno, ove sve platforme nisu kompletne i u nekim je slučajevima potrebno provjeriti informacije koje su iščitane sa istih. Valja napomenuti da se svakim danom sve više usklađuju navedene platforme i postaju jako koristan alat u ishođenju raznih dozvola. The purpose of this paper is to approximate the procedure for obtaining a building permit. Namely, in this process in which we participate as designers, clerks, auditors, investors, etc., there is a certain order that we must follow in order to achieve maximum efficiency and economy. It is our duty to act in the interest of the investor when obtaining a building permit and to advise him in which direction to go. We must acquaint him with his rights and obligations and try to fit his wishes into the framework of the law. We need to pay attention to details that can speed things up. We can speed up certain parts of the design by keeping in mind the steps that follow and obtaining the necessary documentation in the initial stages of design. This will not only save much needed time but will also further insure against difficulties that could be caused by a factor that we did not pay attention to when starting the design. It is important to note that due to changes in the Construction Act, which states that the Geodetic Project is an integral part of the Main Project, one should carefully select the office that will lead the entire process of obtaining a building permit. It is best to hire an office that has all the necessary authorized persons (surveyor, architect, mechanic and statician). It is possible that such an office will not be able to start the project immediately but will stick to the agreed timeframes. It is also possible to hire each individual authorized designer/technician from several smaller offices, but the obstacle is the coordination between offices. When designing, all available technology should be used, which will facilitate the process of designing and obtaining a building permit. E.g., “eDozvola” is a transparent platform for submitting the necessary documentation and for issuing all necessary permits for access to construction. With the help of the platform, we can request the issuance of special conditions and connection conditions for the construction in question, issuance of location permit, issuance of building permit, etc. We can at any time see the status of the submitted object through the platform and quickly complete / submit the necessary documents. „Informacijski sustav prostornog uređenja“ (ISPU) with the help of location information obtained from investors can bring us closer to the spatial plan in force, show whether the plot is in the desired class for construction, whether a plan is planned in the interest of the municipality, etc. It is useful a tool that can approximate the framework in which it can be built (indicate what kind of terrain it is) and which refers to the legal acts to which we must pay attention. Depending on the level of the authorized user, you can see the issued permits on a particular plot, report irregularities or illegal construction, see contracts for the sale of real estate, issued energy certificates, etc. There are various programs that started with the BIM way of displaying an object. BIM stands for Building information modeling. With these tools we can get an insight into the 3D appearance and the amount of material needed to build the object. The advantage of this program is that it provides insight into possible problems in the design phase and more detailed preparation for them. With the help of this technology, it is possible to elaborate the course of construction in more detail and make a more accurate Gantt chart of obtaining the necessary documentation of the building. In this paper, I will describe the process of using these platforms and their advantages. Of course, all these platforms are not complete and, in some cases, it is necessary to check the information read from them. It should be noted that these platforms are becoming more and more harmonized every day and are becoming a very useful tool in obtaining various permits.

U završnom radu obrađeni su fasadni sustavi, te njihove prednosti i mane, te materijali koji se koriste kod izvedbe fasade. Naglasak je stavljen i na samu izvedbu fasade odnosno pravila izrade, a samim time i na tehničke propise. Razrađeni su materijali koji se koriste kao i njihove karakteristike. Naime, građevine također moraju biti energetski učinkovite, odnosno cilj je potrošiti manje energije za grijanje, hlađenje i rasvjetu. Treba napomenuti da energetsku učinkovitost ne smijemo shvaćati kao štednju energije jer štednja zahtijeva određena odricanja, dok učinkovita upotreba energije nikada ne umanjuje dobre uvijete života i rada. The graduate thesis describes facade systems and their advantages, disadvantages, and materials used in the construction of the facade. Emphasis is placed on the construction of the facade, the rules of construction, and thus on the technical regulations. The paper analyzes the materials used as well as their characteristics. Buildings must also be energy efficient, the goal is to consume less energy for heating, cooling and lighting. It should be noted that energy efficiency should not be presented as energy saving, because saving requires certain sacrifices, and while efficient use of energy never diminishes good living and working conditions.

U zadnjih je 100 godina priroda potpuno zanemarena od strane čovjeka, stoga se u današnje vrijeme sve više pažnje posvećuje ekologiji i očuvanju okoliša. Radi ekonomske uštede čovjek je osmislio princip pasivne gradnje koji će biti opisan u ovome radu. Govorit će se o načelima projektiranja, toplinskim mostovima, zrakonepropusnosti, ventilaciji i grijanju. Ovim se radom ukazuje na složenost izgradnje pasivnog objekta, ali i ekonomičnost života u istom te minimalan štetan utjecaj na okoliš. In the last 100 years, nature bas been completely neglected by humans, so nowadays much more attention is paid to ecology and environmental protection. For the sake of economic savings, people have developed the prinicple of passive construction, which will be discribed in this paper. This paper will be discussing design principles, thermal bridges, airtightness, ventilation, heating etc. This paper points put the complexity of passive construction, but also the economy of living in it and the minimal harmful impact on the environment.

U novije vrijeme dinamične promjene društva, industrije, ekonomije i razvoja, kako na globalnoj tako i na nacionalnoj razini, uvelike mijenjaju kontekst, namjenu i načine korištenja prostora. Promjene razvitka osim na globalnoj razini, mogu se primijetiti i na regionalnim, lokalnim i manjim središtima. Prostor će u budućnosti postati sve važniji dio određenog središta stoga je od iznimne važnosti posvetiti posebnu pažnju upravo prostornom uređenju. U ovom radu glavni je cilj bio približiti značenje prostornog planiranja te napraviti analizu dijela grada ili naselja određenog mjesta, stoga je tema ovog rada upravo analiza parkirališta u Križevcima i njegova prenamjena. Postojeće stanje uzetog područja prikazano je pomoću programa Autocad. U analizi lokacije, uz pomoć navedenog programa, sadržane su: prometnice, sve društvene, ugostiteljske, obrazovne i kulturne značajke te ostali čimbenici koji utječu na odabrani prostor. Nakon analize prikazan je prijedlog preuređenja odabranog područja uz pomoć odgovarajućih digitalnih podloga. Prijedlog uređenja i 3D prikaz zamišljene ideje prikazan je pomoću programa „Autocad“ i „SketchUp“. Today, dynamic changes of the society, industry, economy and growth, both globally and nationally, greatly change the context, purpose and ways od using space. Development is noticed not only globally, but also regionally and in local and smaller centers. In the future, space will become a more important part of a particular center, therefore, it is extremly important to pay special attention to spatial planning. The goal of this research was to clarify the meaning od spatial planning and to analyze a part od a city. The thesis of this research is the analysis of a parking lot in Križevci and its conversion. The current state of the analyzed area is shown through „Autocad“ program. In the analysis of the location with Autocad contains: roads, social, catering, educational and cultural features and other factors that affect on the seleced area. After the analysis, a redevelopment proposal tof the selected space is presented with the help of appropriate digital backgrounds. Spatial planning proposal and a 3D display of the idea is shown through „Autocad“ and „SketchUp“ programs.

U ovom završnom radu opisane su ventilirane fasade, njihov način rada, elementi, svojstva i montaža. Prikazane su prednosti i mane ventilirane fasade kao i problemi s kojima se suočavamo kroz vijek trajanja fasade. Posebna pažnja posvećena je završnim oblogama, tj. vrsti završne obloge. Ideja ovog rada je bila prikazati tipove materijala završnih obloga kod ventiliranih fasada, njihova svojstva, oblike i namjenu. Prema vrsti materijala završne obloge dijele se na : aluminijske, čelične, keramičke, betonske, drvene i obloge od opeke. This paper covers ventilated facades, how they work, elements, properties and theirs installation. Their advantages and disadvantages as well as problems we face during the life span of the facade. Special attention has been dedicated to finishing claddings as well as types and materials of which they are made. The idea was to present types and materials of finishing claddings at ventilated facades, their properties as well as technical blueprints of characteristic details. According to the type of material finishing claddings are divided into: aluminum, steel, ceramic, concrete, wood, brick claddings.

Devedesetih godina prošlog stoljeća postao je sve prisutniji strateški pristup organizaciji prostora na različitim razinama. U posljednjih 15 godina svjedoci smo sve brže društvene, gospodarske i kulturne promjene na globalnoj i na europskoj razini koje se osobito očituju u prostoru. Danas, prostorno planiranje je izraz koje odjekuje u mnogim sustavima planiranja diljem svijeta. Koristi se kao oznaka za opis regionalnih, strateških procesa lokalnog planiranja. Cilj ovog rada je na adekvatnoj podlozi izraditi analizu jednog stambenog susjedstva ili naselja na području Hrvatske. Odnosno potrebno je prikazati izgrađenu strukturu u shematski prikaz u Autocad programu. Potrebno je još prikazati prometnu mrežu, sadržaj unutar susjedstva, te na kraju unutar naselja dati i tehnički razraditi prijedlog uređenja. U ovom radu kao prijedlog uređenja uzeta je retencija Križopotje. In the 1990s, a strategic approach to the organization of space at different levels became more and more present. Over the last 15 years, we have witnessed faster social, economic and cultural changes at global and European level that are particularly evident in the space. Today, spatial planning is a term that resonates in many planning systems around the world. It is used as a marker to describe regional, strategic local planning processes. The aim of this paper is to make an analysis of a residential neighborhood or settlement on the territory of Croatia on an adequate basis. That is, it is necessary to display the built structure in schematic representation in the Autocad program. It is still necessary to display the transport network, the content within the neighborhood, and finally within the settlement to give a technically elaborated proposal for arrangement. In this paper, the retention „Križopotje“ was taken as a proposal for arrenging.

U radu je opisano samo značenje fasade za okolinu i ljude. Napravljena je podjela fasada na kontaktne i ventilirane. Opisano je nekoliko vrsta fasada te su dane osnovne značajke istih. Poseban naglasak stavljen je na ventilirane fasade. U radu su opisane glavne karakteristike ventiliranih fasada, sam princip i uloga ventiliranog zraka, kako u hladnom, tako i u toplijem godišnjem razdoblju. Opisana je uloga toplinske izolacije. Opisana je podkonstrukcija sustava ventiliranih fasada te je napravljeno nekoliko modela različitih sustava. Nabrojene su mogućnosti odabira materijala i samog dekora fasadnih obloga. This thesis describes the significance of the facade itself for the environment and for people. The facades are distributed into contacted and ventilated facades. Few types of facades are described along with their basic features. The main emphasis is on ventilated facades. The thesis describes main characteristics of ventilated facades as well as principles and function of ventilated air, both in the cold and warmer season. The function of thermal insulation is described. The subconstruction of the ventilated facades system is described and several models of different systems are made. The possibilities of material choices and the decor of the facade cladding are listed.

U ovom završnom radu obrađena je tema Interdisciplinarnost u graditeljstvu na primjerima cestovnih i željezničkih raskrižja u Varaždinu. Naglasak je na interdisciplinarnosti kao važnom segmentu u graditeljstvu. S obzirom na raširenost i kompleksnost područja, graditeljstvo često zahtijeva uključenje različitih disciplina (struka) za uspješnu realizaciju projekata. Kroz razradu koncepta na rješavanju problema u prometu na području grada Varaždina razrađena su dva konceptna rješenja. Prvo konceptno rješenje odnosi se na raskrižje Ulica Frana Supila, Anine ulice te Ulice Vilka Novaka s cestovnim prijelazom preko željezničke pruge. A drugi primjer je koncept rekonstrukcije postojećeg pothodnika za pješake u Ulici Mihovila Pavleka Miškine koji bi se prenamijenio u podvožnjak i pothodnik. This final paper deals with the topic of Interdisciplinarity in construction on the examples of road and railway intersections in Varaždin. The emphasis is on interdisciplinarity as an important segment in construction. Given the widespread presence and complexity of the area, construction often requires the involvement of various disciplines (professions) for the successful implementation of projects. Through the elaboration of a concept for solving traffic problems in the area of the city of Varaždin, two solutions have been developed. The first solution refers to the intersection of Frana Supila Street, Ana Street and Vilka Novaka Street with a road crossing over the railway. And another example is the concept of reconstruction of the existing pedestrian underpass in Mihovila Pavleka Miškina Street, which would be converted into vehicle underpass and pedestrian underpass.

U ovom diplomskom radu prikazano je idejno rješenje pločastog nadvožnjaka preko ceste u ravnici. Nadvožnjak se sastoji od četiri raspona, a ukupna duljina nadvožnjaka iznosi 61,78 m. Rasponski sklop je oslonjen na stupove kružnog poprečnog presjeka, dok je na krajevima oslonjen na upornjake. Nadvožnjak je projektiran od armiranog betona, a izvodit će se monolitnom gradnjom. Rad sadrži detaljan tehnički opis u kojem su opisane karakteristike projektiranog nadvožnjaka. U prilogu su dani dispozicijski nacrti nadvožnjaka: pogled, uzdužni presjek, tlocrti gornjeg i donjeg ustroja te dva poprečna presjeka. Proveden je statički proračun za rasponski sklop. Riječ je o kontinuiranom nosaču pločastog poprečnog presjeka, koji je triput statički neodređen (gledano kao štapni kontinuirani nosač sa četiri raspona). Zbog statičke neodređenosti, proračun unutarnjih sila proveden je na plošnom sistemu programskim paketom GRAFeM (Kovač & Presečki). Dimenzioniranje nosača se provodi za najkritičniji presjek, dakle u kojem djeluju najveće unutarnje sile. Na temelju dobivene potrebne površine armature, nosač se armira armaturnim šipkama kako bi se zadovoljila nosivost rasponskog sklopa. U prilogu rada, dani su nacrti armature. Na kraju diplomskog rada, napravljena je dokaznica mjera i troškovnik radova za projektirani nadvožnjak. In this master's thesis, presents the conceptual design of a slab-type overpass across the road in the plain. The overpass consists of four spans, and the total length of the overpass is 61.78 m. The span assembly rests on columns of circular cross-section, while at the ends it rests on abutments. The overpass is designed of reinforced concrete and will be constructed by monolithic construction. The master's thesis contains a detailed technical description in which the characteristics of the designed overpass are described. Attached are the disposition drawings of the overpass: view, longitudinal section, floor plans of the upper and lower structure and two cross-sections. A static calculation for the span assembly was performed. It is a continuous girder of slab-type cross section, which is three times statically indeterminate (seen as a rod continuous girder with four spans). Due to static uncertainty, the calculation of internal forces was performed on a planar system with the GRAFeM (Kovač & Presečki) software package. The sizing of the girder is carried out for the most critical cross section, in which the largest internal forces act. Based on the obtained required reinforcement surface, the girder is reinforced with reinforcement bars to meet the load-bearing capacity of the span assembly. Attached to the paper, drawings of reinforcement are given. At the end of the thesis, a proof of the measures for the overpass and the cost estimate of the works to be performed was made.

Crkva Uznesenja Blažene Djevice Marije u Gori jedna je od prvih ranogotičkih sakralnih građevina u kontinentalnoj Hrvatskoj i prvi puta se spominje još u dobar antike. Smještena je na jednoj od najprometnijih prometnica koja vodi od Petrinje prema Jadranu i tijekom povijesti je bila od velike važnosti. Crkva je tokom povijesti bila više puta obnavljana i od svog prvotnog oblika prošla razne stilove u arhitekturi kao što su romanika, gotika i barok. Početkom domovinskog rata Crkva Uznesenja Blažene Djevice Marije je prvo zapaljena, pa minirana i razrušena do temelja. 1997 je počela je prva obnova i arheološka iskapanja. Tijekom iskapanja su nađeni stari slojevi Crkve, stupovi, polustupovi i ostala arhitektonska plastika koja je kasnije bila važna u odluci u kojem smjeru će se crkva obnavljati tj. u kojem arhitektonskom stilu. U ovom diplomskom radu se opisuje tijek radova kod obnove crkve, građevinske tehnike koje su korištene kod njene izgradnje, njezini detalji u kojima možemo vidjeti različite arhitektonske stilove i ponovnu uporabu njezinih originalnih dijelova koji su nađeni prilikom arheoloških iskapanja. The Church of the Assumption of the Blessed Virgin Mary in Gora is one of the first early Gothic sacral buildings in continental Croatia and was first mentioned in antiquity. It is located on one of the busiest roads leading from Petrinja to the Adriatic sea and has been of great importance throughout history. The church has been renovated several times throughout history and from its original form has passed various styles in architecture such as Romanesque, Gothic and Baroque. At the beginning of the War, the Church of the Assumption of the Blessed Virgin Mary was first set on fire, then mined and destroyed to the ground. In 1997, the first restoration and archeological excavations began. During the excavations, old layers of the Church, pillars, half-pillars and other architectural sculptures were found, which were later important in deciding in which direction the church would be renovated, ie in which architectural style. This thesis describes in detail the course of work on the restoration of the church, the construction techniques used in its construction, its details in which we can see the different architectural styles and the use of its original parts found during archaeological excavations.

Ovim diplomskim radom obradilo se i ocjenilo stanje zgrade bivšeg dječjeg doma u gradu Koprivnici u kojoj je vlaga dominantni uzrok raznih oštećenja u svim etažama zgrade. Glavni predmet i cilj rada bio je izvršiti postupak pregleda građevine i evidentiranje oštećenja, te se obradio prijedlog rješenja izvedbe potrebnih sanacijskih radova na zgradi. U razradi teme, na samom početku, obradila su se općenito karakteristična oštećenja i uzroci kod starih zgrada (predmetna zgrada je iz 1924. godine). U sljedećoj cjelini detaljno se obradila pojava i vrste vlage kao vodećim uzrokom oštećenja kod predmetne zgrade. Sljedeći korak u razradi je bio tehnički opis predmetne zgrade. Nakon toga, pristupilo se rekognosciranju predmetne zgrade. Nakon rekognosciranja, razrađen je tehnički opis potrebnih sanacijskih radova. U sljedećem dijelu predmetnog rada, predložen je troškovnik sanacijskih radova kao jedan od pokazatelja vrijednosti i težine predloženih mjera sanacije. Na samom kraju rada priloženi su nacrti predmetne zgrade s detaljima oštećenja koji su izrađeni kao razultat višekratnog izlaska na teren i izrade detaljne snimke postojećeg stanja zgrade. This diploma thesis deals with and evaluates the condition of the building of the former orphanage in the city of Koprivnica, where moisture is the dominant cause of various damages in all floors of the building. The main subject and goal of the thesis was to perform the procedure of inspecting the building and recording the damage, and the proposal of the solution for the execution of the necessary remedition measures on the building was processed. In elaborating the topic, at the very beginning, the generally characteristic damages and causes in old buildings were dealt (the subject building is from the 1924). In the next section, the occurrence and types of moisture as the leading cause of damage to the subject building were discussed in detail. The next step in the elaboration was the reconnaissance of the building. After that, the reconnaissance of the building was started. After the reconnaissance, a technical description of the necessary remediation works was developed. In the next part of the present paper, the cost estimate of remediation works is proposed as one of the indicators of the value and severity of the proposed remediation measures. At the very end of the thesis, there are drawings of the building with details of the damage, which were made as a result of repeated field trips and a detailed snapshot of the existing condition of the building.

Tema mog završnog rada projekt je stambene zgrade uz provjeru zidova stambene zgrade na horizontalno seizmičko opterećenje. U radu su objašnjeni pojmovi posmičnih zidova te omeđenog ziđa. Podaci korišteni u izradi rada prikupljeni su iz stručne literature, bilješki s predavanja iz kolegija Protupotresno inženjerstvo te s interneta. U samom radu građevina je obrađena kroz proračun na potresno opterećenje. Proračunom je dobiveno da granično stanje nosivosti za zid od 20 cm nije zadovoljeno stoga je izrađen novi proračun za zid od 30 cm, čime je zadovoljena nosivost na poprečnu silu i moment savijanja. The topic of my final paper is a residential building project with horizontal seismic loading validation for its walls. The concepts of sliding walls and bounded masonry are elaborated in the paper. The data used in the preparation were compiled from the professional literature, lecture notes from the course Earthquake Engineering and from the Internet. The building was processed through the calculation of the seismic load. The calculation evinced that the load capacity limit for a massif of 20 cm is not satisfied, so new calculation was made for a massif of 30 cm. New calculation of 30 cm massif is suitable and the load capacity per average transverse force and bending moment is satisfied.

U sklopu nadogradnje sustava odvodnje Labin – Raša potrebno je izgraditi sustav odvodnje za naselja Rogočana i Kranjci. Planirani sustav odvodnje činit će dva međusobno povezana gravitacijska kanala, jedan tlačni cjevovod i crpna stanica Rogočana. U radu se nalaze analize obuhvata područja naselja Rogočana i Kranjci, analiza predviđenog broja stanovnika na kraju projektnog razdoblja, analiza potrošnje vode, analiza potrebnog kapaciteta i dimenzioniranje crpne stanice, hidraulički proračun tlačnog cjevovoda te aproksimativni troškovi za izgradnju sustava odvodnje. U sklopu grafičkih priloga prikazani su uzdužni profili gravitacijskih kanala 1 i 2 te tlačnog cjevovoda 1. Situacijski su obuhvaćene sve dionice potrebne za detaljno sagledavanje samog projekta. Rad također sadrži detaljne nacrte i tlocrte crpne stanice Rogočana koju je bilo potrebno projektirati u skladu s proračunima opterećenja i mjerodavne manometarske visine dizanja te posljedičnog odabira tipa crpki. Detaljno su opisani postupci svih proračuna potrebnih za dimenzioniranje crpne stanice i tlačnog cjevovoda. As a part of upgradeng the Labin – Raša sewerage system, a new sewerage system for Rogočana and Kranjci settlements should be constructed. The planned sewerage system will consist of two mutually connected gravity channels, one pressure pipeline and one pumping station Rogočana. This paper deals with the analysis of the settlements Rogočana and Kranjci coverage, analysis of anticipated number of resident population at the end of project period, water consumption analysis, analysis of capacity and dimensions of the pumping station, hydraulic calculations of the pressure pipeline, and approximate costs for the sewerage system construction. The graphical annexes show the longitudinal profiles of the gravity channels 1 and 2 and the pressure pipeline 1. All sections needed for detailed understanding of the project are shown. The paper, also, comprise detailed blueprints and layouts of the pumping station Rogočana that has been projected in line with the load estimation and applicable pressure height that are prerequisites for selection of the right type of pumps. All calculations needed for dimensions of the pumping station and pressure pipeline estimation are described.

Rad sadrži dio projektne dokumentacije manjeg mosta - nadvožnjaka preko lokalne ceste u Bjelovaru. Na razini idejnog rješenje razrađene su dvije varijante nadvožnjaka, u svrhu optimalizacije građevine u zadanim okolnostima. Obje inačice predviđaju jednorasponski sklop s punim upornjacima, rebrastog poprečnog presjeka, dok se glavni rasponi razlikuju - prvi most ima raspon 17,3 a drugi 15,8 metara. Za razradu je odabran nadvožnjak s 17,31 metara raspona, budući da je ocijenjeno da kvalitetno rješava prijelaz uz nešto manje troškove izvedbe. Širina mosta iznosi 12 m, dok je kolnik na mostu širok 8 metara. Za odabranu varijantu načinjen je približni statički proračun - ručno, uz kontrolni proračun na računalu. Provedeno je dimenzioniranje glavnih nosača i načinjene su skice armature. Konačno, načinjen je troškovnik mosta na idejnoj razini. The paper contains a part of the project documentation of a small bridge - overpass over the local road in Bjelovar. At the level of the conceptual design, two variants of the overpass have been developed, in order to optimize the building in the given circumstances. Both versions envisage a single-span assembly with full abutments, ribbed cross-section, while the main spans differ - the first bridge has a span of 17.3 and the second 15.8 meters. An overpass with a span of 17.31 meters was selected for elaboration, as it was estimated that it solves the crossing well with slightly lower construction costs. The width of the bridge is 12 m, while the pavement on the bridge is 8 meters wide. An approximate static calculation was made for the selected variant - manually, with a control calculation on the computer. The dimensioning of the main girders was carried out and sketches of the reinforcement were made. Finally, a cost estimate of the bridge at the conceptual level was made.

U ovom radu prikazan je dio glavnog projekta nadvožnjaka preko županijske ceste u ravnici.

U radu je opisan geografski informacijski sustav, gdje i kako ga koristimo, te zašto je toliko važan za svakog od nas. Dalje opisujem biciklističke i pješačke staze odnosno trake, njihovo planiranje i projektiranje. Veliki problem sa kojim se biciklisti svakodnevno susreću a to je parkiranje bicikla u samim središtima gradova, višenamjenskim, stambenim i poslovnim zgradama, kolodvorima itd., na svim tim mjestima svakodnevno dolazi do krađa, samim time ljudi su u strahu i u većini slučajeva ipak se odlučuju za odlazak na posao, fakultet ili na neko treće mjesto motornim vozilom. Prikazujem kako su riješili problem „ ne sigurnog“ parkiranja u jednoj stambenoj zgradi, te sigurna parkiranja za bicikle koja bi riješila problem krađa. Navodim primjer rekonstrukcije u Aninoj ulici u Varaždinu na kojem nažalost nailazimo na niz nedostataka i grešaka prilikom planiranja i izvedbe. The paper describes the geographic information system, where and how we use it, and why it is so important for each of us. I further describe bicycle and pedestrian paths or lanes, their planning and design. A big problem that cyclists face every day is parking bicycles in the city centers, multipurpose, residential and commercial buildings, stations, etc., in all these places there are thefts every day, so people are afraid and in most cases still decide to go to work, college, or some third place by motor vehicle. I show how they solved the problem of "unsafe" parking in an apartment building, and safe parking for bicycles that would solve the problem of theft. I cite an example of reconstruction in Ana Street in Varaždin, where we unfortunately encounter a number of shortcomings and errors in planning and execution.

U ovome radu prikazana je analiza parametara tečenja na rijeci Plitvici u mjestu Luka Ludbreška korištenjem podataka dobivenih mjerenjem pomoću ultrazvučnog mjerača protoka. Pri tome je izmjerena brzina i protok vodotoka na promatranom poprečnom presjeku. Nakon hidrometrijskih mjerenja, podaci su obrađeni, analizirani i uspoređeni s podacima sa sva tri mjerenja te su napravljeni proračuni nagiba dna korita uzevši u obzir zatečenu hrapavost uz primjenu Manningove formule. Analizirani su odnosi protoka i različitih hrapavosti. This paper presents an analysis of flow parameters on the Plitvica river in Luka Ludbreška using data obtained by measurement using an ultrasonic flow meter. The speed and flow of watercourses on the observed cross section were measured. After hydrometric measurements, the data were processed, analyzed and compared with the data from all three measurements, and calculations of the slope of the bed bottom were made, taking into account the existing roughness using the Manning formula. The ratios of flow and different roughnesses were analyzed.

Porastom svjesnosti o ograničenoj količini neobnovljivih izvora energije i njihovom štetnom utjecaju na okoliš, obnovljivi izvori energije postaju sve privlačniji i potrebniji. Najznačajniji oblik obnovljive energije predstavlja hidroenergija, a posljednjih godina raste interes za korištenje energetskog potencijala malih vodotoka. U ovom radu opisane su vodenice kao tradicijska postrojenja za iskorištavanje energije vodotoka te potencijal njihovog korištenja u svrhu proizvodnju električne energije. Vodenička kola kao vrsta turbine pokazale su se ekološki prihvatljivije i isplativije od tipičnih impulsnih i reakcijskih turbina. Jedna zapuštena vodenica pronađena je na rijeci Plitvici u blizini Ludbrega pa se za tu lokaciju izvršio proračun snage jedne takve turbine. Prije samog proračuna potrebno je bilo provesti hidrološka mjerenja, a opis i rezultati mjerenja također su prikazani u radu. With an increase in awareness of the limited amount of non-renewable energy sources and their harmful impact on the environment, renewables are becoming more attractive and necessary. The most significant form of renewable energy is hydropower, and in recent years there has been growing interest in using the energy potential of small water flow. This paper describes water plants as traditionally lined up for harnessing the energy of water flows and the potential of their using for the purpose of electricity generation. Water wheels as a type of turbine proved to be more environmentally friendly and cost-effective than typical action and reaction turbines. One neglected water mill was found on the Plitvica River near Ludbreg, so the power calculation of one such turbine was carried out for the site. Before the calculation, it was necessary to carry out hydrological measurements, and the description of measurement and measurement results are also presented in this paper.