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Urban design of waterfront in Třebíč
Vacek, Jiří ; Ležatka,, Lukáš (referee) ; Pavlovský, Tomáš (advisor)
Thesis is concerning urbanistic treatment of Jihlava river embankment in the city of Třebíč. Tries to find cause for urban non-functionality of the area within local and wider context to its surroundings. Offers possible solution for rehabilitation of the urbanistic function of the embankment, including putting the embankment into role of important passageway, improving its bounds to the surroundings and active role in city's everyday life.
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New synagogue Jihlava
Mašková, Klára ; Gürtler,, Ivan (referee) ; Dulenčín, Juraj (advisor)
The diploma project handles the design of the synagogue and other buildings of the Jewish community in Jihlava. The project is formed as an architectural study. Apart from the synagogue, the proposed set of buildings also includes a kosher restaurant, which is characteized by a specific cooking convention, and the administration of a Jewish community with a lecture hall and a community library. The entire complex is complemented by underground parking and the necessary technical facilities. The area is located on the edge of the historical center of Jihlava and the character of the place is strongly determined by the presence of fortifications and fortification greenery. The concept is based on legible urbanism, which copies the line of fortification. Between the proposed building complex and the walls of fortification the park is preserved and valorises the urban potential of the site. The functions are divided into separate objects. A uniform architectural language of simple cubic volumes was chosen for all buildings. The principles of the construction and inner disposition of individual buildings vary according to their characteristics.
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Monolithic reinforced concrete tank
Kollárik, Adrián ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing documentations, construction proces and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
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Sewage pumping station
Kustyánová, Orsolya ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a reinforced concrete sewage pumping station in the village Vrbice u Velkých Pavlovic. The main parts of the thesis are the technical report, static analysis, drawing documentations and visualisations. Calculation of internal forces was performed by the software Scia Engineer and verified by manual calculation. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
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Cast-in-place tank
Laurinyeczová, Erika ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with the analysis of a reinforced concrete digestate tank. The tank is built as a semi-underground construction. The roof is designed as a reinforced concrete dome, which is prestressed in a circular beam with prestressing cables - monostrands. The calculation of internal forces were performed by the software SCIA Engineer. The structure was assessed for the ultimate limit state and the ultimate serviceability state, in terms of watertightness for the width of cracks.
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Design of the concrete sewage plant
Štramberský, Martin ; Strnad,, Jiří (referee) ; Zich, Miloš (advisor)
The subject of my bachelor's thesis is a static design of a sewage plant reservoir, dimensioning and examination of the construction part for Capacity Limit State and Applicability Limit State. Design documentation is included in the project. The aim of this thesis was to design the reservoir in such a way that there would be no cracks in the concrete. The calculations were carried out in accordance with Eurocode 2.
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Design of underground garage in Brno
Hájek, Jan ; Hladík, Pavel (referee) ; Zich, Miloš (advisor)
The goal of the project is behaviour and dimensioning of selected monolithic concrete structure elements. Design and assessment of the building foundation was made. Slabs of the floors are dimensioned in detail. All computations are made in accordance with Eurocode 2. Drawing documentation is part of this project.
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Hotel in Špindlerův Mlýn
Vostřelová, Jana ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
In the thesis of the documentation Hotel in Spindleruv Mlyn. This is a six-storey building of the partial basement. In 1S is a technical base for an indoor swimming pool, air-conditioning, hot water, workshop, stores, and USB battery compartment. The 1st floor has a reception, restaurant with kitchen facilities for staff, and ski storage pool. In 2 and 3rd floor are designed bedrooms (two - four people) with access to the loggia. In the 4th floor are two two-storey rooms designed to 5th. The foundations are designed as footings under load bearing walls and the columns are designed shoe. External walls in 1S are designed from the shuttering in thickness. 300 mm insulated thermal insulation XPS thickness. 100 mm. External walls in 1 to 5th floor are designed from the sandwich concrete blocks tl.400 mm with built-in liner made of stabilized polyurethane foam (th. 140 mm) from BS Group Klatovy. The roof is designed with smooth saddle roofs with a slope of 34 °. Plane roofs are completed in different height levels. The ceilings are designed as a monolithic thick. 180 mm.
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