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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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Technological phase of the upper structure of the apartment building in Otrokovice
Králíček, Jiří ; Vlčková, Jitka Laura (referee) ; Venkrbec, Václav (advisor)
The bachelor thesis deals with the description of the technological process in the execution of the gross overhead construction of a multifunctional apartment building in Otrokovice. These are the brickwork of load bearing and non-load-bearing vertical structures, the execution of reinforced concrete translations, columns, translations and ceilings. The content of the thesis is a technical report focusing on the given technological phase, solution of the transport routes, technological regulation for the given stage, technical report of the construction site including the situation, design of the machine assembly, safety of the solved technological phase, control and test plan, report statement, budget, schedule a comparison of the hydraulic manipulator and self-construction crane.
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Sports Centre
Sauer, Vít ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
The content of the master´s thesis is new building sports hall of ball sports. This building has contains no cellar and three above-ground floors. In ground floor, there are playing area, changing rooms, relevant functional facilities including utility rooms. The first floor is completely reserved for spectators, there are tribune for sitting spectators, gallery for standing spectators, hygienic rooms and buffet for spectators. In the third floor, there are rooms for VIP spectators, briefing room, head office of sports hall including conference room, spaces for TV transmission, hygienic rooms and utility room. Object is based on concrete foundation pads and strips foundation. Structural system of the object is combination of column system from cast-inplace reinforced concrete and wall system from brickwork. Floor structures over above the first and second floor are designed as castin- place reinforced concrete, floor structure above the third floor is folded from wood beams. Loadbearing structure of roof is system of glue laminated timber girders, roof cladding is mechanically anchored.
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Children's Home
Chrbolková, Erika ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
The thesis focuces on project documentation for a construction project with the aim to design home for children under institutional care. Located on the outskirts of Skuteč, the building is three-storey, detached and partially basemented. The basement area lays on the slab foundations and the first floor on strip foundations. Vertical structures are made of ceramic blocks and local reinforced concrete columns while horizontal structures are made of reinforced concrete slabs and wooden trusses over the gym. The building is covered by a vegetated flat roof. The building houses six residential units for six family groups with a total capacity of 43 children. The basement includes gym and fitness with technical facilities. The first floor consists of three residential units, changing rooms for the gym and kitchen with facilities. The second floor houses remaining three residential units, offices and the refectory. The upper floor is used for children´s education and entertainment.
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Car showroom with service
Pavlíček, Jiří ; Nespěšný, Ondřej (referee) ; Pěnčík, Jan (advisor)
The subject of this master thesis is the elaboration of project documentation for the construction of a car showroom & service. This building is located in Brno, cadastral area of city Brno: Královo Pole. It is a detached building without a basement built on a trapezoid shaped area with a flat terrain. Object is divided into two functional parts: the car showroom and the car service. These two parts are constructionally and operationally connected. The car showroom is designed as a two-storey object, which serves as car exhibition, technical and hygienic facilities and mainly the administrative parts of both objects. The car service is designed as a single-storey object without a basement, which serves as a workspace of the car service and a warehouse. The load-bearing structural system of the car showroom is made of reinforced concrete pillars with ceramic masonry. The load-bearing structural system of the car service is made of reinforced concrete pillars with light sandwich panels. The foundation slab consists of prefabricated stepped foundation pad, prefabricated reinforced concrete grade beam and concrete strip footing. Insulation system of the building is made of insulation boards from basalt wool cladding by ventilated facades with perforated steel panels. Insolation in the car showroom is secured by glass curtain wall in combination with plastic windows and doors. Ceiling structures are designed as prestressed ceiling panels Spiroll. Roofing structure of both objects is supported by prestressed reinforced concrete roof girder in combination with trapezoidal sheet and insulation boards from basalt wool and PIR boards. The roof of the objects is flat with ordinary layer order with waterproof layer from softened PVC.
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Multifunctional Building
Oliva, Mojmír ; Skřek, Daniel (referee) ; Beneš, Petr (advisor)
The subject of the thesis is the preparation of part of the project documentation for the construction of a multifunctional building in the village of Holubice. The building is set in a slightly sloping plot, adjacent to the municipal road on the south-west side and to the railway siding on the north-east side. The proposed object is trapezoidal in shape, free standing, generally basement and has three floors above ground. Underground garages are planned in the first underground floor. On the first above-ground floor, there is a dentist's office, a pediatrician's office and the premises necessary for the operation of the building. There are apartments on the second and third floors.
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Multifunctional house in Uherské Hradiště
Kopecká, Lucie ; Šuhajdová, Eva (referee) ; Šuhajda, Karel (advisor)
The object of this master’s thesis is a newly-built mixed-use building in the town of Uherské Hradiště. It includes parking and office spaces, retail shops, and a coffee shop. The building is situated in a mildly sloping terrain near the town centre. It is a three-storey detached building with partial basement. The floor plan was created by joining several different-sized rectangles together. The mixed-use building is based on foundation pads and slabs. It is roofed with a warm flat roof and, above the first floor, with a green roof. The building consists of a cast-in-place reinforced concrete frame with columns and beams. The floor structure is composed of prestressed hollow core slabs. The external wall of the above-ground floors is made of hollow clay blocks and the basement external wall is made of permanent formwork. The wall of the lift shaft is built from reinforced concrete and the staircase is composed of precast reinforced concrete slabs. The external walls are insulated with contact thermal insulation system and in some parts there is timber cladding – ventilated façade with thermal insulation from glass wool. The thermal insulation of the basement and of the plinth is made of extruded polystyrene. The object is divided into several functional zones. On the ground floor there is a coffee shop, a copy shop, a stationery shop, and a bakery. On the first and second floors there are office spaces. In the basement there are technical facilities only. The main entrance of the object is from the northwest part of the plot. There the entrance to the car park is also located, situated to the northwest and southwest side of the plot. Bicycle stands and a place for recycling is also located there. Around the object there is a pavement from which there is wheelchair access to all of the functional zones.
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Multifunctional Building in Jičín
Imlauf, Vítězslav ; Pilinszki, Martin (referee) ; Beneš, Petr (advisor)
The subject of the thesis is the design of a multifunctional building in Jičín, which includes underground parking garages with cellars, technical facilities, administrative parts, commercial premises, medical facilities and apartments. The building is a five-story detached building with a full basement. The floor plan of the building is an irregular polygonal shape approaching the letter L. The structural system of the building is designed as a combined monolithic reinforced concrete skeleton with reinforcing reinforced concrete wall cores and ceilings. The foundation structures are made up of a foundation slab with foundation belts made of waterproof concrete placed on drilled piles. The roofing consists of a single-layer flat vegetation roof. The perimeter shell of the above-ground floors is designed from aerated concrete blocks with a contact insulation system made of mineral basalt wool.
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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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