The aim of thesis was to evaluate the use of the twigs of the young stands of Norway spruce (Picea abies L. Karst) for decorative purposes. The weight of twigs in the stands, analysis of the production of wreaths and a survey of interest in decoration from greenery was analyzed in thesis. Thesis was made on Training Forest Enterprise Masaryk Forest Křtiny, Forest District Bílovice nad Svitavou. Weight of spruce twigs growing in the fourth forest vegetation degree was higher about a half compared to the first vegetation degree. The results of the survey showed that approximately half of the respondents manufactured wreath at home.

This thesis addresses the static security chapel in Medlice. The chapel is a single-Gothic style. The other two dimensions 8x14 m chapels are part of the chapel tower is 20 m high with dimensions of 2,6 x2, 6 m Chapel was built in 1901. The truss chapel was damaged by pests, and therefore, a need to examine and exchange truss. On this occasion, establish a reinforced concrete ring that object until now lacked. In bearing walls of the chapel are visible cracks and occurs because the horizontal bracing object using a technology called monostrands.

The diploma thesis is focused on the design of structural support and construction modifications of a baroque wine cellar, which is part of a double-storeyed house. The first part deals with the statical analysis and structural support of a masonry barrel vault, which was loaded with a new building. The second part deals with the reconstruction of the double-storeyed object, which is in a state of disrepair with heavily developed cracks. The thesis contains a technical report, analysis of statics, drawing documentation and the work progress. The calculation of internal forces were executed by the software Scia Engineer 2017. The drawing documentation contains a formwork and reinforcement drawing, maping of cracks, leading of tensions in the walls and vault including of floor plans, sections and elevations, production plans of base plates and deviators, reinforcement drawing of concrete bond beam and finally the construction process of upper construction.

The matter of this diploma thesis is a static storage tank for petroleum substances, the study of a solution for appropriate shape of shell and its effort to dihedral for roofing, and the study of effect of the storage of inner roofs walls of the tank to the size of the internal forces. The internal walls are carried out by the method of finite elements in the engineering program Scia Engineering 2013 and on the basis of it, designing of the framing sections of the tank. There is a calculation part of the lower horizontal bias wreaths of the shell and internal supporting wall. All the components are assessed on the 1st limit state of the load-bearing capacity and the 2nd limit state of the application (emergence cracks, limiting voltage in the concrete and a prestressing steel). The existing external wall is assessed only on the marginal status load of carrying capacity. The part of diploma thesis is also drawing documentation, accompanying report and technical report. The goal of the diploma thesis was to design the tank without an occurrence of the cracks in the concrete so as the vertical wall was prestressing only in the horizontal direction and the optimal proposal roof tanks as an addition.

This thesis deals with design of CNC lathe milling head with B axis. Thesis includes research in CNC turning machines, their tool systems and overview of manufacturers of milling B axis. It also includes calculation of machining forces, design of spindle and design of B axis including necessary calculations. Part of this thesis is also 3D model and assembly drawing, 2 manufacturing drawings and list of items.

The goal of the project is a static provision design of Drnovice castle. This castle (today a municipal office and a restaurant) is violated by vertical cracks. There is a significant horizontal displacement vector. That’s why horizontal prestress redevelopment (using prestressed cables) was chosen. A drawing documentation is an integral part of the project.

The subject of the diploma thesis is construction-technological solution for realization of the production hall with administrative part in Sudoměřice. Parts of the thesis are the technical report for the construction-technological project, a study of the realization of the main technological stages of the building, the solution of the wider transport route links, where I designed and assessed selected transport routes. The other parts of the diploma thesis are design of a site equipment with the technical report of the site equipment, design of the main building machines and mechanisms. The time and financial plans of objects are elaborated, followed by the detail time schedule of the realization of the main building obejct with a workers needs diagram and the item budget of the main building object with the bill of quantities. For the proces of the realization of the reiforced concrete prefabricated construction, the technological regulation for the assembly of elements with usability of the mobile crane, was made. In the diploma thesis, the technological regulation for the reiforced concrete cast-in-place columns and bond beams, was also prepared. Due to the high demands on the quality of the construction, the control and test plans for the assembly of the reiforced concrete prefabricated elements and for the cast-in-place columns and bond beams, were also prepared. Within the environmental protection, the requirements for the certification LEED 2009 Core & Shell, were processed.

The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.

The project solves a multifunctional Duma building in a vacant lot, contemplated the construction site is located in Carlsbad, in the street Vyhlíce. This is a protected site spa. Part of the project's layout and structural design of the house. It is a six-storey house with an attic and a basement floor. It is designed as a free-standing in the gap as the final house. The layout is divided into two complete units with their own input. There are spaces for business and residential units for permanent housing. Part of the living area are also room house equipment. Inputs to both parts are wheelchair accessible. The house is not wheelchair The house is designed as a brick building of brick masonry Porotherm the module dimensions of 250 (125) mm with reinforced concrete ceilings. Roofed by a hipped roof. The house is located on a private plot of 519 m2 built-up area of 221 m2. The land is gently sloping. The main orientation of the building to the cardinal's east and west. The south wall is adjacent to the neighboring house.