The diploma thesis deals with project documentation for the realization of the sports centre in Zlín. Object is located on the edge of the city Zlín in build-up area of the sports halls. Object is defined from two sides by major roads, that are connected with family and residential buildings. Building site of the object is sligtly sloping, however with ground adapting adjusts into seeming flat land. The hall is devided on three operation parts. First and dominant unit is formed by gaming area with grandstrand, corresponding facilities included. Second unit is formed by mountaineering wall, corresponding included. Third unit is formed by bar, corresponding facilities included. Object is drafted with consideration of the Baťas architecture. Object is designed like a skeleton construction with combinated system of frames. Main supporting vertical construction of skeleton is designed from reinforced prefabricated concrete column. Main supporting horizontal construction of skeleton is designed like a system solution slimfloor, that is based on placing prestressed segment onto bottom side of a special beam Deltabeam. Within the main supporting construction is designed stifenner and construction of grandstrand as well, maid from reinforced prefabricard concrete. Sheathing of the object is combinated. From the second floor is designed system from thermal insulated sandwich panels, which is anchored into the pre-set steel construction. Roof is designed as a flat roof with trapezoidal metal sheet with thermal insulation and waterproofing layer made from m-PVC. Fillings of the object including light curtain wall is designed from system Schüco.

The diploma thesis deals with the design of a multifunctional house on the street Křídlovická in the city of Brno. The new building is five-storey with four above-ground and one underground floors. The main entrance is oriented to the southeastern side and adjacent to the northwest side, and a separate entrance to the underground garage in the southwest corner of the designed object. Behind the main entrance is a staircase connecting all floors, after a special entrance for the underground garage is the staircase down into the garage. From the southwest side there are entrances to restaurants and shops, these have staffing and supply entrances and social facilities from the north-east side of the building. A downhill ramp is also located behind the northeast side of the building, from the southwest side are solved areas - restaurant garden, sidewalks and parking areas. In other above-ground floors, open space office spaces with separate meeting rooms, office director, secretary offices, and social facilities on the northeastern side of the floor are designed. Within these floors is proposed continuous greening of the atrium. The supporting system is a monolithic reinforced concrete combined with masonry staircases and a northeast wall. In the basement, the support system is a skeleton in combination with the walls of a lost formwork. Roof flat single-skinned with various inclinations 1-5°

The architectural study deals with the design of Childern´s sanatorium with speleotherapy in Ostrov u Macochy. Design works with the idea of connecting with the surrounding nature, responds to the slopping terrain and tries to fulfill a comprehensive construction program. A characteristic element is the use of natural material – wood within the curtaing walling, which defines the architectural expression of the building. Emphasis is placed on renewable energy sources.

This diploma thesis elaborates project documentation for the construction of building. The building is situated in outskirts of the town Velké Meziříčí. The boarding house for fooding and lodging with separated private zone and restaurant. Both parts connect entrance hall with reception and communication spaces. The lodging section is divided into three stories. Ground floor restaurant and salon with terrace on the second floor have south-facing oriented glazed curtain wall. That is the main part of building with stunning views on the ambient nature.

Diploma thesis gives an overview of artificial lightweight aggregates based on fly ash. Fly ash such as the residues of coal burning is currently one of the most used secondary raw materials for new building materials for research papers. The results shows that the secondary energy products are not just fully substitute the primary component, but in many cases improves the final properties of building products. Wide complex of fly ashes not only from domestic sources was tested and it`s main properties important for it`s further application was determined. Laboratory production of artificial aggregates based on fly ash made by sintering and also by cold bonding and following manufacture of artificial fly ash aggregates in technological conditions are also solved. The thesis is simultaneously concentrate on review of the suitability of fly ash aggregates in lightweight concrete.It was found that the highest quality fly ash for the production of sintered fly ash aggregate is fly ash and FBC ash is the best for the production of cold bonded aggregates. It was also verified that both types of aggregates are applicable to lightweight concrete class LC 20/22. The vast majority of manufactured aggregates is suitable for the production of lightweight concrete class LC 30/33. It was demonstrated that the sintered fly ash aggregates can be also used for high strength lightweight concrete class LC 50/55. Tests have also verified that all tested fly ashes and products produced from them meet the requirements of legislation on environment.

Specified topic of the thesis is a multilevel evaluation of brittleness of selected building composites. The work deals with the opinions of fracture parameters of test specimens of lightweight and ordinary concrete. Specimens further differed fibres content in concrete mixtures, their type and length. The work is divided into two parts, theoretical and practical. The theoretical part conceives composite materials and introduction to fracture mechanics. The practical part describes the different steps for fracture-mechanical parameters evaluation using StiCrack and Excel Visual Basic software. The main part of the work is to evaluate the brittleness of different test specimens, taking into account the type of concrete mix and type of fibres.

The master’s thesis deals with the solution of selected parts of the the construction technology project of the Cultural center in Žamberk. The thesis primarily focuses on the light external cladding which is designed as a hanging light curtain wall with ventilated air gap. Several other topics are also covered, namely the building site, construction equipment and the technological process schedule.

This master´s thesis solves the construction technological project of Pharmacy Pavilon II at the Veterinary University in Brno. It consists of parts of the project site equipment, technical reports, schedule of the main building, the control and test plan, design, an inventory of machines, financial plan of organization development, a register of environmental aspects, technological regulations and the plan for securing material resources.

Diploma thesis, that cover project documentation of building part of the new build museum of motosport. The object include two above grand floors without basement. Ground plan consist of four mutually adjacent rectangles. On the first floor is an exhibicion space of the museum. Second floor provides space for the administrative part of museum. The building is covered with a flat green roof and is designed as a reinforced concrete skeleton. The facade is composed of the curtaim wall

Thesis "Library Information Centre" is processed in the form of detailed project documentation containing all requirements in accordance with applicable standards and regulations. The proposed building is designed as a four-storey building shape of a rounded rectangular triangle with dimensions of 33.5 x 33.5 m, which is a full basement. The building is used for administration, services and information centers. In 1PP is located technical facilities, warehouses and supply. On the 1st floor there is space for services and administration. In the 2nd floor-3rd floor spaces are located Information Center. In the last nadzemím floor space technical background. The building is based on a baseplate. Used a support system is a combined structural system of walls and columns. The building is designed with an offset raster light curtain wall system complete with sun protection. The object is implemented to suit the requirements of the wheelchair. For the object will be set up areas for landscaping and furniture for visitors to the building. On the southwest side of the parking lot will be built with 39 stalls including 5 places for the disabled with a reduced pavement. In the Northeast will be built with 44 parking spaces for cars.