Master`s thesis solves technological processes rehabilitation of masonry reconstruction historically protected building. Describes the restoration of masonry using the electroosmotic system and by using helical reinforcement masonry of reinforcement, then it is also in this master`s thesis time and financial plan, site facilities and complementary features.

The Master’s thesis deals a project documentation of a new multifunctional building. The building is a detached. It is the three-storeyed build with attic and cellared. There are 12 flats, 2 surgeries and 6 garages. The surgeries are in the ground floor. The building is built from a Heluz system and walls are isolated by a contact thermal insulation system ETICS. Roof is a cross roof.

This diploma thesis is aimed on solution of a three-storey object for residential and commercial purposes of a university. In the ground floor there is canteen with canteen kitchen, café, shops and fitness. The first and second floors are designed as an accommodation for students with different types of room layouts. Reinforced concrete skeleton was chosen as a load-bearing system of the building and acoustic masonry is used as an infill material. The roof is designed as a green flat roof with extensive type of flora. The object is founded on piles.

The subject of this thesis is the design documentation for three floor object with basement. Object art school includes a concert hall. The object is located in Zábřeh and will be built in existing buildings in the city center. The building will be used for teaching and training of 500 pupils, the concert hall is for 100 visitors and 30 performers. In the basement there is a technical background - boiler room and utility room, dancing hall with accessories and several classrooms. On the first floor there is room for ventilation, facilities for pupils and their parents, dressing room, classroom for orchestr, which includes a recording studio, classroom for drums and several classrooms for the solo instrument. The Concert Hall is also located on first floor and is divided into two parts. Part for visitors, where is located treasury, foyer, dressing room and concert hall. In the part for performers are separate changing rooms and kitchen. The second floor is partially defined by the school management - there are director's office, secretariat, staff room, day room for teachers and classrooms. The third floor will serve particularly dramatic and visual department, there will be six classrooms for solo instrument or singing. Art School has three main entrances - entry to school, entrance to the concert hall for visitors and a separate one for acting. Facilities for performers is connected to the testing orchestral playing. The land is gently sloping toward the southeast. In all parts of the school will be shed roof with slight slope.

This thesis deals with improving thermal properties of contemporary ceramic fittings for external walls using built-in thermal insulation. In the practical part, PUR foam and PUR granulate waste mixes were designed. Based on insulation, mechanical and physical properties and estimated price, the best mix was chosen. Using the chosen mix as integrated isolation, the resulting ceramic block was simulated.

The subject matter of my Master thesis is a project of an agricultural building with a riding-hall located in Dolný Kubin in the Slovak Republic. This construction comprises from three consecutive buildings. The first single-storey building is designed as a horse stable, the vertical load bearing structures are constructed from a monolithic iron-concrete, a steel truss is designed as the load-bearing roof element, the roof is a sloping aisle roof. The second building comprises of a double-storey operational building with a flat roof, the load-bearing and non-load bearing system consists of a ceramic masonry POROTHERM and monolithic iron-concrete ceilings. The third building is a riding hall, where the load-bearing system consists of steel columns and a gable truss. The strip footings and plain-concrete feet are designed as foundation structures. The project emphasises the layout plan, thermo-technical properties and safety in use.

This project designs a new administrative building, which will serve as a municipal office in Postřelmov. The building structure is made as a masonry construction with ceiling construction of prestressed panels Spiroll. The building has two floors and partial basement coverage as well. The building is covered with a flat roof. The building is provided with two sheltered parking lots.

Diploma thesis solve design of the Apartment house in city Vsetín. It is a four-storey detached building without basement. The shape of house is rectangle with maximum dimensions 30,72 x 17,42 m. The apartment house is designed of clay block Porotherm 30 AKU SYM, is founded on the foundation strips and the roof is saddleback with a slope 20°. There is designed a 18 flats.

The aim of my diploma thesis is the solution of nursing house in Hovězí. Three floored building is without cellar in the shape of rectangle and its size is 36,045 x 16,295m. Structural system is made from bricks specifically acoustic bricks Porotherm AKU Z. The saddle roof is from wooden trusses, roofing material is made from metal sheet with rake angle 12°. Basis of the building is ferroconcrete and concrete.

The Diploma thesis deals with the assessment of global and local stability of the masonry gravity dam Pastviny, for two load conditions. The first part consists of a present state review describing selected masonry dams in the Czech Republic and abroad. Further on a conceptual and mathematical formulation of the seepage flow and strain-stress problem are stated. The case study is focused on the practical application of formulated problems on the Pastviny dam. Firstly the available data have been assembled and processed. Global and local safety of the dam was assessed for the selected most vulnerable profile of the dam body. In the final chapters 5, 6 and 7, the seepage flow, stress and strain have been calculated and graphically displayed. Finally global and local stability have been assessed and completed with final summary of the results and concluding remarks.