The subject of this diploma thesis is the project documentation of the new building - pension U Odry in Přerov-Kozlovice. Accommodation capacity is 36 people. In the pension there is also restaurant. The building is designed as a three-storey. On the first floor there are rooms for guests entering the accommodation facility, facilities for accommodation, technical facilities of the building and the restaurant, including premises for its operation. There are guest rooms on the second and third floors. The bases are made up of strip foundations. The external loadbearing mansards and partitions are made of YTONG lightweight concrete blocks. The internal loadbearing masonry is made of SILKA lime-sand blocks. The ceiling structure is designed from SPIROLL prestressed concrete floor slab. The roofing of the building is solved using flat vegetation roofs.

Floods are the natural disaster that causes the most deaths and economic damage in the world. Sweden has been relatively spared from casualties in connection with floods, but the material damage is significant. In the future, larger and more frequent floods are expected. It is therefore interesting to study new protection barriers with higher capacity. C3C Engineering AB is a Växjö-based company that manufactures concrete blocks according to the lego principle out of waste concrete. In 2021, C3C has 99 production sites spread around Sweden. In the study, four models of stacking C3Cblock® were analyzed.The aim of the study was to produce calculation materials that can be used for stacking and placing C3Cblock® for flood protections. To calculate the capacity of the models, three horizontal loads were assumed to act on the stacking: static water pressure, hydrodynamic water pressure and floating debris load. In the study, four interviews with experts in the flood area were conducted. The interviews provided an insight into how experts at the relevant authorities view Sweden's preparedness, management, planning against floods and which criteria for protection barriers are considered important.The results from the study show that the C3Cblock® largely manage the water velocities and water heights that the authority for protection and preparedness maps for. The work also shows that the impact of floating debris has a relatively small effect compared to the hydrodynamic and hydrostatic water load. As the calculation set-up has been in ideal conditions, it is important when using the C3Cblock® for flood prevention purposes to have knowledge of terrain conditions such as base material and ground slope. / Översvämningar är den naturkatastrof som orsakar flest antal dödsoffer och ekonomisk skada i världen. Sverige har varit relativt förskonat från dödsoffer i samband med översvämningar, men de materiella skadorna är betydande. I framtiden förväntas större och mer frekventa översvämningar. Det är därför intressant att studera nya skyddsbarriärer med högre kapacitet. C3C Engineering AB är ett Växjöbaserat företag som tillverkar betongblock enligt legoprincipenutav överbliven spillbetong. År 2021 har C3C 99 stycken produktionsplatser utspridda runt om i Sverige. I arbetet kontrollerades fyra modeller för stapling av C3Cblock®. Målet med arbetet var att ta fram beräkningsmaterial som kan användas vid stapling och placering av C3Cblock® i förebyggande syfte mot översvämningar. För att beräkna modellernas kapacitet antogs tre horisontella laster verka på staplingen: statiskt vattentryck, hydrodynamiskt vattentryck och drivgodslast. I arbetet har fyra stycken intervjuer med sakkunniga inom översvämningsområdetgenomförts. Intervjuerna gav en inblick i hur sakkunniga på berörda myndigheter ser på Sveriges beredskap, hantering, planering mot översvämningar och vilka kriterier för skyddsbarriärer som anses viktiga. Resultatet av arbetet visar att C3Cblock® till stor del klarar de vattenhastigheter och vattenhöjder som myndigheten för skydd och beredskap karterar för. Arbetet visar också att inverkan av drivgods har en relativt liten effekt jämfört med dethydrodynamiska- och hydrostatiska vattenlasten. Då beräkningsuppställningen varit i ideala förhållanden är det viktigt att vid användning av C3Cblock® i förebyggande syfte mot översvämningar ha kännedom kring terrängförhållanden som underlagsmaterial och marklutning.

The diploma thesis deals with project documentation of new kindergartens in the cadastral area Rohatec. The building is self-standing, two-storey with a partial basement. It is a building designed for the upbringing and education of pre-school children. The capacity of kindergarten is 48 children divided into two classes. Part of the operation is a food preparation zone. The building is designed as a brick made of porous concrete blocks with mineral insulation, based on basic concrete passages. The roofing of the kindergarten is using warm flat roofs.

The subject of this diploma thesis is the design of exhibition gallery in the city center of Brno. The exhibition gallery consist of exhibition rooms, depositories, lecture hall, café, VIP room, entrance and communication spaces, hygienic facilities for visitors and employees, administrative premises of the gallery, air-conditioning and heating machinery. The SO01 object is processed in detail, the object SO02 is processed in the form of a study. Design of the exhibition gallery is based on the requirements of the student competition, the sponsor is Xella CZ, s.r.o. SO01 is designed as a four-storey building with three above-ground and one underground floors. The building has an exhibition area, a lecture hall, a café, a VIP room, entrance and communicative spaces, hygienic facilities for visitors and employees, air-conditioning machinery. The supporting structure of the building is designed as an assembled, prefabricated, reinforced concrete skeleton. Ceiling structures are designed as SPIROLL 250 mm pre-stressed ceiling panels. The facade is designed as two-layer ventilated. The exhibition gallery is designed with a single-layer flat vegetation roof.

Dissertation focuses on the verification of construction family houses made of concrete shell block with internal thermal insulation system. The construction technology is transferred to the Czech Republic from France. The work focuses on building envelope. The suitability of implementation is assessed on the basis of verification selected thermal technical requirements placed on building envelope. Requirements are specified by legislation in force in the ČR. The verification was performed by using software simulations and measurements on realized buildings. Critical areas of construction technology were identified on the basis software simulations and measurements on site. It was suggested solution, in which critical areas comply the thermal technical requirements. The building envelope was checked also using the thermography imaging on site. Continuous measurement of interior temperature was used to evaluate thermal comfort in the room. In the completed buildings was tested airtightness of the building envelope, which revealed other critical areas of the building envelope. Critical areas are necessary to solve with sufficient care. The economic cost of implementing each variants of exterior walls made of concrete shell block with internal thermal insulation were compared with the economic costs of implementing external walls made of burnt clay hollow blocks and made of burnt clay hollow blocks with external thermal insulation system ETICS. Subsequently, the economic return was calculated for individual variants of external walls made of concrete shell blocks with internal thermal insulation. From the environmental viewpoint was made comparison of production greenhouse gas CO2 and SO2 (cause acid rains) during the life cycle of the individual variations of exterior walls made of concrete shell blocks with system of internal thermal insulation, exterior walls made of burnt clay hollow blocks and burnt clay hollow blocks with external thermal insulation syst

The aim of this diploma thesis is to create a detailed design of a public library with cafeteria. The building is situated in the developing city area of Jihlava in the cadastral area of Horní Kosov. It has four storeys above ground and no basement floor. The 4th floor has a smaller net floor area than the rest floors. The building is designed also for disabled people. The expected number of employees is 18 and the number of visitors is 150 in a daily average. An entrance to the property is on the Vrchlického street. There is a parking lot in front of the building with a total capacity of 50 parking spaces including three parking spaces for disabled. The cafeteria and its facilities are situated in the ground floor of the building. Browsing area is situated in the second and third floor. The type of the structure is a frame structure with infill walls made of aerated concrete. The building has a double-skin facade. The cladding of the facade is made of fibre-cement boards. There is a curtain wall designed at some sections of the facade. The building has a warm flat roof with a parapet wall and interior roof drains.

The subject of the diploma thesis is to elaborate the project documentation of a newbuilt wellness hotel located in the village of Lipno nad Vltavou. The building is designed as a non-basement one with three floors. It is visually divided into several parts. On the first floor there are two operational parts – a wellness and a restaurant. On the second and third floor there are small apartments for temporary guests' accommodation. The building foundations are made of concrete and reinforced concrete. The load-bearing structure is made of aerated concrete blocks and sand-lime blocks. The ceiling structures are made of cast-in-place reinforced concrete. The roof of the first floor is designed as a one-layer flat extensive green roof. The roofing of a main reception is designed by a sloping roof and the third floor as three adjoining sloping roofs. These roofs are formed by a system of aerated concrete roof panels and a water-dissipating layer of folded sheet metal. The building is insulated with an external thermal insulation composite system (ETICS). The part of the facade consist of facade cladding strips and part of the render of light color.

Diploma thesis describes the design and processing of project documentation of the multifunctional building. The multifunctional building is located in the central part of the town Náměšť nad Oslavou. The building has 4 floors. It is partly cellared building with flat roof and walkable terraces. This building is consisted of 2 functional parts, the first part is designed for living and the second one is designed for contact with the customer. There are shops and offices. The first floor is wheelchair accessible. In the basement there is a technical background of the building and cellars for housing units. In this multifunctional building we can find 13 residential units and five offices. All of the floors are connected with staircase and lift. The Carpark and the private garden with playground are also part of this residential area. This building is based on concrete blocks. Load-bearing, peripheral walls and connecting walls are made of ceramic blocks. A monolitic ceiling construction is the combination of the iron and the concrete. Two types of insulation are used in peripheral walls. The first one is called ETICS, external thermal insulation composite system, made of polystyrene. The second type of insulation is facade cladding system where the main insulation layer is made of mineral wool. The insulation layer is replaced by XPS polystyrene where facade is in contact with the ground. Facade cladding panels are made of cement and wood fibers called Cembrit.

The objective of this thesis is to draw up the design documentation for the construction of a hotel. The hotel is situated on the edge of the golf resort Kaskáda near to Jinačovice. It’s a brick building with two above – ground floors and one underground. There is the staircase in the building that creates protected escape route. The perimeter wall is designed of ceramic bricks Porotherm T Profi. They are filled – in by mineral wool. The hotel is divided into three dilatational parts. There are 35 guest rooms in the hotel; two of them are barrier – free, in total 63 beds. In the ground floor there are entrance, reception, restaurant, bar, kitchen with the background. In the basement there are technical equipment, a fitness room, a wellness, changing rooms, washrooms and a bar. The roof of the hotel is flat. There is the terrace accessible from the apartments in the second floor above the restaurant.