The aim of diploma thesis is design and appraise the structure of the spatial reinforced concrete object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 15. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.

The subject of the diploma thesis is the processing of project documentation for the construction of wellness pension. This building is designed in a medium sloping terrain on the edge part of the Rajhrad city. The building has 3 floors and garage in the basement. Object is divided into 2 parts, the first part consists a restaurant and 2 floors for temporary accommodation in 14 rooms for 45 customers. The second part consists wellness for accommodated and also for other outside customers. The roof is designed single skin with vegetation area (extensive). The project includes a solution of paved areas and access to the underground garage, fencing, water connection, sewage connection, rainwater conection including a retention tank and overflow into the rainwater sewerage. The construction system of the building is based on reinforced concrete footings connected to foundation strips in the places of the cladding, follow up reinforced concrete columns. The ceiling structures, including hidden girders and stairs, are made of monolithic, reinforced concrete. Vertical load-bearing structures are designed from POROTHERM ceramic blocks. The vertical structures of the basement are designed from lost formwork. The building's ventilation system is divided into four parts, the first part is for wellness, the second part is for restaurant and pension, third part is for kitchen, last part is for fire protected escape route.

The location of Černá louka is situated between the city-centre of Moravská Ostrava and an area of Slezská Ostrava next to the confluence of two rivers – Ostravice and Lučina. The development at the building site of Černá louka is a result from an international competition 2010, which winner was the project Culture Meadow from studio Maxwan. The main idea of the project is to concentrate cultural and educational buildings around a culture meadow. This design has been used as a default situation for the master´s thesis. The complex of schools is situated at the parcel of existing Miniuni-site between cultural cluster Černá louka and the residential quarter Nová Karolina. The volume of the school with its front-spaces reacts to the surrounding structures. In the middle of the complex arises a half-public open space, where are located the internal entrances. Because of the placing of the school next to the city-centre the multifunctional pitch is situated on the roof of the gym. The design of the school respects principles of the age differentiation just as the horizontal integration. That´s why the substance makes up a symbiosis of 5 parts - common space, gym, first and second level, gymnasium. These parts are connected together and at the same time enable to use individual parts separately. The building of kindergarten with its garden is separated from the school because of differential needs of the smallest children.

This project is focused on the conversion of the former factory area of OP Prostejov company, which is located in the Eastern part of the city Prostejov, close to the R46 highway. OP Prostejov company bankrupted in the year 2010 and since that year the area has been falling into disrepair. I approach this area in my thesis as new polyfunctional city district, which contains places for sport, relaxing, administration, commercialism, education, culture and living. I focus especially on the living function of this area, which is located in its Eastern part. Nowadays those buildings are being gradually dismantled, most of their parts have been practically taken out but the supporting construction system still remains. The view to those naked objects (bare steel-concrete skeleton) let us to see the energy of the historical development and also the legacy of the industrial past period. That historical view became the basement of my concept. My idea is to create different flats by the combination of separate units and residential containers (see scheme of flats). The flat solutions are done in some variations (from 1+kk to 3+kk). The entrances to the flats are from the external area, with some stairs and their own garden - it means analogically to live in family house, which is the dream of many people.

The theme of the diploma thesis "Brno waterfront - rehabilitation of the Brno rivers and their surroundings" is creating an urban proposal in Brno, Zábrdovice, on the eastern waterfront of the Svitava river. The intention is to use the potential of the area and create the possibility of lucrative housing by river with a commercial ground floor, services, leisure time park with a multifunctional playground and easy direct access to the Svitava river. The studied location, has an area of 6.32 hectares andis defined mainly by the Zábrdovická Street and the Svitava River near the former Premonstratensian Monastery, which now serves as a Military Hospital. At present, the location has mainly low-floor industrial buildings with storage and expedition functions. The proposed buildings relate to existing buildings on the east and west banks of the Svitava River. They have the form of four to six storey blocks, which are characteristic for this area. The park connects to the revitalized eastern embankment of the river at the site of a new footbridgethat connects both rive sides and stairs. They provide space formeetings and relaxation, but also serve as a flood control in the event of a water inflow. Along the Svitava River there is a sidewalk with street alleyways and access to the river.

Diploma thesis develops comprehensive documentation of the new building construction of residential house on the level of the implementation of the project construction. Proposal emphasizes layout of linked to ensure the technical design, structural, fire safety, protection against noise, energy saving, safety in use. Work is performed in an electronic format using AutoCAD and Microsoft Word (PDF Creator).

The theme of this diploma thesis are the Selected Parts of Building and Technological Project for Football Tribune of Ander Stadium in Olomouc. The content of this diploma thesis is the technological process of assembly of the building bearing construction of prefabricated concrete elements, the budget, the inspection and the test plan, the issue of safety and health at the construction site, the project concerning the construction site installation, the mechanical assembly, assessment of tower crane, object time and financial plan, construction technology study and the construction timetable.

The topic of the masters thesis is newly built sports center in Broumov on the outskirts of the historic center. The proposal was placed high demands on appearance. There is a non-traditional stone facade with a combination of wood ventilated facades. The combination of wood and stone construction gives a historic feel and fit and existing buildings, which will carry the dominant built-up area. The new building is set into the sloping terrain with a flair for existing buildings. The building is part sunk into the ground to reduce the height to the surrounding area. The sports center is divided into three dilatations objects: Technical facilities, sports hall, bowling with squash and gym.

Master’s thesis theme is mountain hotel project. The hotel has one lower basement and four aboveground floor. It has trditional look and the roof is double-pitched. Floor projection looks like letter "L". Main part has measurements 25,3 x 14,1 m and it has four floor. Extension is on northwest side of main part. It has measuremnts 11,85 x 9,5 m and three floor. Facede of basement and first floor is from stone facing mansory. Facade od second floor of main patr of buildings id timbered looks like curb. Third and fourth floor are attic, gable is vertical timbered. Facade of second floor of extension is plaster on ETICS. The gable od extension is vertical timbered. Roof covering is alpen shingle from larch wood. Foundations of house are shallow. The construction system is walled. The lower basement is built from masonry BS Klatovy BD30 and other wall are from masonry Porotherm . Floor structures are from monolithic reinforced concrete, thickness 220 mm. House stairs are prefabricated double-flight. Partition wall are mostly built from mansory Porotherm 11,5 P+D. Lintols above windows and doors in facadeare made by reverse of floor slab and inside of disposition are made by ceramics lintols Porotherm. Floor structures are floating with impact insulation in whole house. In living rooms wear layers are from oak parquet block and in common rooms, toilets, bathrooms and technical rooms is ceramics paving. Wall’s surfaces are made from patent plaster and in lower basement are made from two-coat work with white coat. Toilets and bathrooms are tilled with ceramic tiles. All distributions of building equipment are covered with gypsum plasterboard ceiling. All windows and doors in facade are made by wooden profile Solid comfort SC78 and glazed by triple glazing unit (Uw,max=0,9 W/m2.K), exception is main entrance door, It is made by aluminum profile and it is automatically opened.

The final thesis is focused on designing reinforced concrete load-bearing structures of a detached house on two floors and one basement. In the basement will be located the storages, utility room and wine bar. On the ground floor will be located garage for two cars, living room with kitchen and study. On the second floor will be located bedroon and two child’s rooms. The ceiling slab of the second floor, the ceiling slab of the ground floor, the ceiling slab of the basement, spiral staircase, half-turn staircase and walls of the first underground floor with solution as water-resistant construction. Programs SCIA Engineer 21.1 and Dlubal RFEM are used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of formwork and reinforcement of the all designing structires. The bulding is designed according to ČSN EN 1992-1-1.