The diploma thesis deals with construction project of the prepraration and realisation of the 1st stage of Ponava City residential district in Brno, Královo Pole. A construction technological project, a construction plan from a financial and time point of view, a design of construction site equipment, a design of construction machinery and a health and safety plan were prepared for a multifunctional building. Furthermore, the content includes more detailed technological regulations of reinforced concrete structures and related inspection and test plans.

Denna rapport fokuserar på att hitta hållbara lösningar inom byggindustrin med inriktning på återanvändning av prefabricerade betongelement. Betong är ett vanligt byggmaterial, men tillverkningen och användningen av betong medför höga kostnader och stor miljöpåverkan. För att minska dessa negativa effekter har användningen av prefabricerade betongelement som kan demonteras och återanvändas blivit allt vanligare. Detta steg mot en cirkulär och hållbar byggindustri har flera fördelar, inklusive minskade kostnader och minskad miljöpåverkan. En viktig aspekt när det gäller återanvändning av betongelement är anslutningarna mellan dessa element. Dessa anslutningar måste vara både starka och demonterbara för att möjliggöra enkel demontering. Genom att återanvända prefabricerade betongelement kan man uppnå besparingar i tid och pengar, eftersom det är enklare och snabbare att demontera och återmontera dessa element jämfört med att bygga nyproducerad varje gång. Denna rapport presenterar resultaten av en studie som undersöker olika typer av anslutningar mellan prefabricerade betongelement i byggnader med pelar-/balkstomme och bärande väggar/bjälklag. Målet är att klassificera anslutningarna baserat på deras demonterbarhet och återmonterbarhet. Studien inleds med en litteraturgenomgång för att undersöka befintliga metoder och tekniker för anslutningar i prefabricerade betongelement. Baserat på denna genomgång utarbetades en klassificering av anslutningarna utifrån förutsättningarna för demontering och återmontering. Klassificeringen framhöll att bultade anslutningar är de enklaste att demontera och återmontera, därvid sammangjutna anslutningar med genomgående armeringsjärn visade sig vara de mest utmanande när det kommer till demontering och återmontering.  En byggnad valdes som fallstudie för att visa tillämpningen av anslutningar mellan prefabricerade betongelement. Med hjälp av den utvecklade klassificeringen anpassades och föreslogs nya anslutningar för den prefabricerade betongstommen i den valda byggnaden. För att säkerställa att de föreslagna anslutningarna klarade av byggnadens laster genomfördes kontrollberäkningar. I dessa beräkningar ingick en bedömning av anslutningarnas hållfasthet och stabilitet vid olika belastnings- och påfrestningsscenarion. Samtliga valda anslutningar klarade alla belastningar utmärkt.  Avsikten med denna rapport är att bidra till en ökad förståelse för anslutningar i prefabricerade betongelement och ge förslag till praktisk tillämpning genom fallstudien. Den kan vara till nytta för ingenjörer, arkitekter och yrkesverksamma inom byggsektorn som är involverade i utformningen och konstruktionen av prefabricerade betongbyggnader, särskilt nu när miljörelaterade frågor har blivit allt viktigare. / This report focuses on sustainable solutions in construction, emphasizing the reuse of prefabricated concrete elements. Making concrete has so many negative environmental impacts. One way of tackling these impacts is minimizing the production of concrete through the growing use of prefabricated elements that can be dismantled and reused, leading to cost reduction and environmental benefits. An important aspect concerning the reuse of concrete elements is the connections between these elements which should be both strong and detachable to enable easy disassembly. The reuse of elements saves both time and concrete.  In this thesis, a comprehensive study has been made on different types of connections between precast concrete elements in buildings with column and beam structures, as well as load-bearing walls and floors. The study is then used to classify the connection types according to their ease and capability of disassembly.  In order to implement the result of the classification, a building is selected, and connections are suggested between the load-bearing elements. The strength of the connections are then controlled with the help of detailed calculations to see if the suggested connection types can bear the load of the building. The primary aim of this report is to contribute to a better understanding of connections in prefabricated concrete elements and provide a practical example through the case study. It can be beneficial for engineers, architects, and professionals in the construction sector involved in the design and construction of prefabricated concrete buildings.

The subject of diploma thesis is the elaboration of project documentation of an office building in the northern part of the city of Brno-Medlánky. The office building is designed as a four-storey, without basement. The roofs are flat, and the facade is designed as a glazed curtain wall. The operation of the office building is divided into an administrative part, a commercial part and a cafe. The individual operations do not intersect. Next to the building is a parking lot for customers and employees. The structural system of the building is RC frame with reinforced concrete walls. The internal walls are made of aerated concrete and acoustic lime-sand blocks. The partitions are precast plasterboard. The ceilings are cast-in-place reinforced concrete slabs. The floors are heavy floating with hot water underfloor heating. Most of the flat roofs are green. The drawing part was processed in Revit and AutoCAD.

The diploma thesis deals with design documentation multifuncional object in Uherský Brod. The building consists of two parts. First part has five floors and saddle roof with an angle of 12°, second part has three floors and green roof. In the basement are car parking and storages. In the first floor is a pharmacy, restaurant, shop and hairdresser´s. In the second floor is located fitness center and four flats. In the third and fourth floors are nine flats. The structural system of building is reinforced concrete frame. The project was processed by a computer program ArchiCAD.

The subject of the diploma thesis is design and processing of the design documentation for the new building in Velké Meziříčí. The building is designed as a four-storey building with a partial basement, which serves like garage for 4 cars. On the above floors there are 8 residential units. Other premises are used as a business and administrative area. The loadbearing structure is made of sand-lime bricks, which are insulated with combined thermal insulation.

The aim of the final thesis is design of boarding house and horse stables. The boarding house has two floors, partial basement and exploited attic. The building is designed as rectangle and will serve as support area for guests´accommodation. The building has saddle roof. The main material of vertical and horizontal structures is cast-in-place concrete using formwok VELOX. The second building is horse stables. The building has two floors, partial basement and partial exploited attic for storing fodder. The L-shaped building will serve as stable for eleven horses, storage of fodder and garage for agricultural equipment. The building has saddle roof with truss girders. The main material of vertical and horizontal structures is cast-in-place concrete using formwok VELOX. These buildings are designed on slightly sloping terrain from east to west.

The theme of my diploma thesis is the design and production of the project documentation of art gallery in Brno in Veveří street. The new building of the cultural center corresponds to the city plan of the the city Brno. The object is composed of three above-ground floors with partial basement. The new building has cafe, great hall, workshop for kids and exhibition area of art gallery. The construction system is combinated, it is formed from ceramic walling and columns. The ceilings are cast-in-place reinforced concrete floors. There is counter roof. Load carrying systém of roof are nailed timber trussgirders . The facade is designed as ventilated. The object is situated in a gently sloping plot.

The subject of this diploma thesis is technological preparation of realization guest – house Jánský potok II. in Jánské Lázně. The diploma thesis contains study of the main technological phases of the object, project of the site equipment, useful machines, time schedule, budget, technological prescription for reinforced concrete construction, project of the formwork for wall and floor slab, control plan, project of the acces road and parking. The basis for technological preparation in this diploma thesis is design documentation.

The subject of my diploma thesis is create a design documentation of new building of the kindergarten which is located in Velké Bílovice. This building is placed in uptown near the elementary school in the area with flat terrain. The kindergarten is designed for education and raising of 48 children and 12 students. There is a large garden behind the property. This object has two above-ground floors and has no cellar. The roof is designed as warm flat roof. The loadbearing masonry is designed from sand-lime blocks. The whole object will have contact thermal insulation system, the floor structures are from reinforced concrete. The staircase is designed as half-turn stair from reinforced concrete. This object is based on the foundation strips.

The aim of the diploma thesis is composition of project documentation for construction of multifunctional building. Object is situated on the cadastral area of Třebíč in the location Na kopcích on the eastern part of city. Terain is slightly sloping. In the multifunctional bulding there are four above-ground floor and one below-ground floor. In the below-ground floor there are situated technical and storage spaces. In the first below-ground floor there are two entrances, the first one for administrative part and second one for residential part. The first and second above-ground floor is used for administrative purposes. The third and fourth above-ground floor is used for living in flats. Above part of the third above-ground floor there is roof made of extensive green roof and above the fourth above-ground floor there is roof made of a flat roof with a classical order of layers with waterproofing layer made of PCV-P. There is a lift in the part of object with flats. The vertical construction system of the building is wall-mounted, supplemented with girders and columns. The ceiling structures are made of reinforced concrete monolithic slabs. The staircase is monolithic reinforced concrete.