The subject of the diploma thesis is the elaboration of an architectural study of the reconstruction of the pre-plant zone of the Facelift of the Dukovany power plant. The construction site is an area that belongs to the village of Dukovany and borders the village of Rouchovany. As a whole, this area is in poor technical and architectural condition. However, its location gives potential for new uses. The solved area belongs to the ČEZ nuclear power plant.

This diploma thesis deals with the design of a two-storey extension of a penzion house in Sebranice near Boskovice. The building is located on a flat terrain and is adjacent to the existing building of a country house. The building has a ballroom, new facilities for the existing building, wellness, garage, reception, meeting room, dining room and seven accommodation units for temporary accommodation for a maximum of 18 people. The vertical load-bearing structures are designed from a structural system of ceramic blocks of the HELUZ systém, the building are based on foundation strips. The ceilings and stairs are monolithic reinforced concrete. The roof is sloping, saddle, formed by a purlin system. The work contains project documentation for the construction.

The proposed building is part of a complex of three buildings. The task was to create the dominants of the new territory, which would include functions corresponding to the concept of a smart neighborhood. The building has 19 floors above ground and two underground. The simple shape is complemented by the corrugated roof of the congress center and the curved atrium. The main entrance is towards the new city street, the main facade of the congress center faces the square. The dynamics of the shape of the high-rise building is supported by an irregular grid of windows, the combination of full masonry and leaky lighten the facade of the lower part.

This thesis deals with the technological solution building construction project seniors home in Prague. Contains a technical report, technical regulations for monolithic and brick structures, which are documented inspection and test plans, as well as time and financial plans and project construction site.

The new building of Sport and Relaxation Centre with the possibility of accommodation is situated on the vacant site in Blansko. Under the three storey building partialy runs basement. On the ground floor is located a restaurant with facilities, also rooms for sport and relaxation. On the second and the third floor is the centre’s accommodation with a total capacity of 38 persons. In the basement are mainly storerooms and utility rooms. The building is made of ceramic bricks. The ceiling construction is monolithic and the building has a flat roof. The building is constructed on footing foundations and strip foundations.

This thesis covers brand new detached indoor pool with one underground and one above ground floor, which is designed for a maximum capacity of 120 people, with two swimming pools, a children's swimming. The building is designed with a flat rectangular roof insulation. Envelopes are ventilated, insulated, bearing part consists of reinforced concrete. The pool hall make up the majority of the building envelope glass facade. Facilities for employees is located on the first basement floor. All technologies for cleaning pool water, air conditioning, boiler, facilities for maintenance are located on the first basement floor. Chimneys are stainless steel, placed on the outside of the building. The finish floors are ceramic tile. Pool bath is designed as a so-called white bathtub. The supporting structure of the ceiling above the pool hall beams are post-tensioned concrete.

This thesis covers brand new detached showroom with one basement and two floors. The building is divided into 2 parts, the major part of the first floor sample room (showroom) for a maximum of 13 vehicles, offices and staff facilities salon. On the second floor is located the finance department and exemplary service area. In the basement of this building are public parking garage for 16 vehicles and car accessories stores. The second part of the new building is just overhead. It consists of a private car service for 5 vehicles, stock tires, utility room, car wash and storage of spare parts for cars. Flat roof supporting structure is made of pre-stressed girders reinforced with cross reinforced concrete slab with insulation. Cladding are ventilated insulated facade, supporting part is reinforced. The showroom form the majority of the building envelope glass facade. Finish of floors in office and showroom premises are ceramic tiles. In the Service and garages cast floor resistant to petroleum substances.

My thesis solveses the office building. The building will be located in Šumperk. It will be located near the center. The building has two floors and a partial basement floor. Ceilings are beams with ceramic inserts and reinforced concrete slabs. Vertical structure consists of a ceramic blocks in the aboveground parts and concrete blocks in the underground section. The roof is walked on vegetation. The staircase is reinforced concrete, monolithic. The entire building is insulated with mineral wool. Basement is insulated with polystyrene foam.

This thesis deals with the preparation of construction management, Faculty of Science, University of South Čekých Budějovice. The work includes a technical report on building technological project, coordinating the situation, time and financial plan, a study of the implementation of the main technological stages, the design of construction machines and mechanisms, the schedule of the main building structure, technological prescription for ventilated facade structures, inspection and test quality plan for the object SO 100, itemized budget plan and the main subject of risks arising from the construction and their action.

The main topic of this thesis is the detailed design of new building in a secluded state administration buildings with a flat roof single shell. The building has two floors and no basement. Structural system used is brick. Vertical structures are made of Porotherm system and horizontal structures are made of monolithic reinforced concrete. The load is transferred to the monolithic strip foundation.