The theme of this thesis is the construction of residential building with a café in Brno on the street Foustkova. The building has one underground floor and four aboveground floors. On the first floor is a cafe area and two separate entrances to apartment blocks with flats. Second, third and fourth floors are designed as flats of different categories. The underground floor there are a garage, utility room and cellar storage boxes. Construction system the building's skeleton. The core made of masonry Porotherm. Ceiling structures and staircases are monolithic reinforced concrete. The building is covered flat and terraced roof.

The subject of diploma thesis is the design of a hotel in the cadastral area of Kozlovice u Přerova. The building is designed for short term accommodation. The building has three floors and with partial basement. The hotel has the wellness zone in basement and the restaurant on the first floor. On the second and thirt floor there are rooms for guests. Before the hotel is a parking. From the construction point of wiev the building is designed as an object made of clay brick with reinforced concrete floor. The building has warm flat roof. The hotel is insulated with mineral wool. The building has ventilated facade.

This diploma thesis deal with evaluation price development of prefabricated reinforced concrete structures in concrete company based on economic cycle of Czech Republic. The theoretical part deal with definition economic cycle, description of pricing in construction and analysis of price development. The practical part describes price development of prefabricated construction and specific example shows compilation total price of skeletal structures with reference to observed development in 2014-2019. Conclusion compares economy cycle with building industry and specific example.

The content of the master´s thesis is new building sports hall of ball sports. This building has contains no cellar and three above-ground floors. In ground floor, there are playing area, changing rooms, relevant functional facilities including utility rooms. The first floor is completely reserved for spectators, there are tribune for sitting spectators, gallery for standing spectators, hygienic rooms and buffet for spectators. In the third floor, there are rooms for VIP spectators, briefing room, head office of sports hall including conference room, spaces for TV transmission, hygienic rooms and utility room. Object is based on concrete foundation pads and strips foundation. Structural system of the object is combination of column system from cast-inplace reinforced concrete and wall system from brickwork. Floor structures over above the first and second floor are designed as castin- place reinforced concrete, floor structure above the third floor is folded from wood beams. Loadbearing structure of roof is system of glue laminated timber girders, roof cladding is mechanically anchored.

The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.

The diploma thesis describes non-destructive methods for diagnostics of reinforcement. It is focused on the method of electromagnetic indicators. In the first part the methods are described and compared. The profometer PM-630 is also described. The second part describes experimental measurements with profometer on reinforced concrete structures. The results are described and interpreted. The effects, which have influence on measurement, are described. The recommendations for practical measurement with profometer are described. The experimental models were created for calibration of profometer. The part of this thesis is also the determination of load bearing capacity of reinforced concrete bridge in Nosislav.

The diploma thesis is focused on the design of structural support and construction modifications of a baroque wine cellar, which is part of a double-storeyed house. The first part deals with the statical analysis and structural support of a masonry barrel vault, which was loaded with a new building. The second part deals with the reconstruction of the double-storeyed object, which is in a state of disrepair with heavily developed cracks. The thesis contains a technical report, analysis of statics, drawing documentation and the work progress. The calculation of internal forces were executed by the software Scia Engineer 2017. The drawing documentation contains a formwork and reinforcement drawing, maping of cracks, leading of tensions in the walls and vault including of floor plans, sections and elevations, production plans of base plates and deviators, reinforcement drawing of concrete bond beam and finally the construction process of upper construction.

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.

Subject of the solution master´s thesis is new domestic building with polyfunction. It is four floors building with underground floor. Construction system is made by column with monolithic ferron concrete ceilings and monoplane roof. In underground floor is a garage. In First floor on south side is a space designated for commercial activities. Next on the floor is technical facilities and 7 flats. In next floors there is always 11 flats. Building is located in straight terrain in the development area of new houses in Zlin in area Bonecko.

This diploma thesis is focused on design cast-in-place reinforced concrete structure multi-storey multifunctional building according to the source material. Specifically, foundation slab and external wall in B1 taking into account the waterproofness of the construction. Then staircase, column in lowest storey and two floor slab are designed as selected load-bearing structure. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the diploma thesis are drawn drawings of the shapes and reinforcement.