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Jihlava climbing hall
Příleský, Nikolas ; Šťastný, Marek (referee) ; Sedláková, Markéta (advisor)
The subject of this thesis is the development of project documentation for the construction of the Jihlava climbing hall. The new building is located in Jihlava, cadastral territory of Bedřichov u Jihlavy. It is a free-standing object with one underground and two above-ground floors, located on a slightly sloping plot towards the river Jihlava. The building is structurally divided into two parts, namely a part of the climbing hall with one floor above ground and a part with a shop and a cafe with refreshments. The building with a shop and cafe also serves the needs of the building and athletes. It is designed as a basement with three floors. In the underground floor there are technical rooms and changing rooms for athletes. The main entrance with a shop, reception and rooms for employees is located on the first floor. On the second above-ground floor there is a cafe with refreshments, a bar counter, a room for food preparation and hygiene rooms for visitors. The load-bearing structural system is divided into steel frames placed on reinforced concrete pillars with cladding made of sandwich panels mounted on a grid of thin-walled steel profiles. Aluminum facade plates with variable thickness are attached to the sandwich panels. The part where is a shop with a cafe and athletes' locker rooms is designed as a monolithic reinforced concrete combined skeleton with a cross-reinforced ceiling plate. Between the buildings and on part of the facade, there is infill masonry made of ceramic blocks between the columns, in the part adjacent to the climbing hall, blocks with better acoustic properties are designed. The facade is solved using a contact insulation system made of basalt wool insulation boards. In the room of the cafe and shop, a light outer shell is designed to form the glass corner facade of the building, to improve the climate in these rooms, the glass facade is shielded by the overhang of the roof. The entire building is embedded below the level of the surrounding terrain and is made of waterproof concrete. Single-skin roofs with a classic order of layers with insulation made of softened PVC are designed over the entire building.
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Design of reinforced concrete slabs
Pavličko, Jakub ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The aim of this thesis is to design selected vertical and horizontal structures of a multi-storey office building. The skeleton frame consists of a perimeter masonry system, a pair of reinforced concrete columns and a pair of girders on the first floor. There is only supporting perimeter masonry and an outer column on the second floor. The designs of a column, a girder, a staircase, a plinth and a reinforced concrete ceiling slab on the lowest floor were chosen for this thesis. On the second floor, it was the design of a prestressed reinforced concrete beam ceiling.
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Crematorium
Hančík, Dominik ; Kacálková, Lenka (referee) ; Kacálek, Petr (advisor)
The Master´s thesis deals with the development of project documentation for the crematorium in the Mařatice district near Uherské Hradiště. The new building is located in the eastern part of Mařatice and is designed in a locality that, by its nature, represents areas for the construction of public cemeteries and related services. The proposed new crematorium building will be a free-standing, partly two-storey and partly basement building. The object will fulfill the requirements for a sacred building. The building is based on foundation belts made of plain concrete locally supplemented with foundation footings in place of supporting reinforced concrete columns. The building is divided into three basic sections, which are divided according to their function into the section associated with performing the last farewell, the section used for cremation and the + section. The new building is designed as a partly two-storey and partly basement building with a dominant projecting part, which has the task of imagining a long path dividing two different worlds. Part of the partial basement is designed with regard to the possibility of creating separate parking spaces for crematorium employees. The first above-ground floor is barely a part of the entire new building, and all traffic is designed on this level. The partial second above-ground floor is situated in SECTION A – i.e. in the premises used for holding the last farewells. This floor is designed with the growing trend of accompanying these devotional acts with a live band. Structurally, the object is designed as a classic brick building on the 1st floor level - partially the sub-basement is structurally formed by fittings of lost formwork. The ceiling structure will be made in combination as a heavy monolithic reinforced concrete ceiling slab supplemented with prestressed Spiroll ceiling panels. The roof structure of the entire building is solved with the help of extensive flat roofs in several height levels. These structures are designed with a slope of 3%. The exterior facade of the proposed new building will be made of three different materials. The individual type of facade materials used depends on the individual sections of the new building. The first type of facade is solved by a type of ventilated structure covered with wooden cladding of the Rhombus species from larch wood. The second type of facade is again chosen as a ventilated structure with cladding made of large-format sheet metal templates with the character of folded sheet metal. The third type of facade is then covered with colored pasty silicate plaster in white.
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Design of reinforced concrete slabs
Pavličko, Jakub ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The aim of this thesis is to design selected vertical and horizontal structures of a multi-storey office building. The skeleton frame consists of a perimeter masonry system, a pair of reinforced concrete columns and a pair of girders on the first floor. There is only supporting perimeter masonry and an outer column on the second floor. The designs of a column, a girder, a staircase, a plinth and a reinforced concrete ceiling slab on the lowest floor were chosen for this thesis. On the second floor, it was the design of a prestressed reinforced concrete beam ceiling.
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