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Load bearing structure of administrative building
Kudrna, Jan ; Perla, Jan (referee) ; Šimůnek, Petr (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete load bearing structure office building of two floors above ground and one basement floor. During the design were appropriately combined manual idealized models solved structures with complex models of selected parts of the structure calculation by finite element method. Were assessed elements: locally supported ceiling structure above the first slab above, three reinforced stairs and beam. All selected elements were assessed at the ultimate limit state, reinforced concrete slab and the serviceability limit state.
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Reinforced concrete structure of the apartment building
Tmej, Patrik ; Laníková, Ivana (referee) ; Šulák, Pavel (advisor)
The aim of the thesis is the assessment of choice elements of a four-storey residential building in Litomyšl from the static point of view based on the real project documentation. The thesis specifically follows up girder, columns of circular cross section, internal bearing walls and staircase. Finally, the thesis contain assessment designed ceiling structure and the proposal of alternative solutions. Results determine the reinforcement of selected elements of project documentation and assess whether they meet the load exerted.
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Family House
Beranová, Iveta ; Gábrová, Lenka (referee) ; Winklerová, Jitka (advisor)
The bachelor thesis deals with the processing of project documentation. Specifically, the parts A, B, C, D.1.1 and D.1.3 of Annex 6 to Regulation No. 499/2006 Coll., On construction documentation, as amended by Decree No. 62/2013 Coll. The documentation refers to a house designed for four-to five-member family. Land with plate number 1414 is in Troubsko. The building has two floors and a partial basement. The second floor is designed in the form of the attic below the pitched roof with timber roof truss. Lee is protected by pitched hipped roof with timber roof truss. On the south side of the house is a spacious terrace. In the basement is designed one-car garage, utility room and storage. The first floor is the social part of the house. The second floor is resting part, children's rooms and bedroom for parents are placed here. The house is based on the footings of plain concrete. Vertical and horizontal load bearing structures are designed from Porotherm. Partitions are also designed from clay blocks Porotherm. For roofing are designed roof tiles. Roof is supported by timber roof truss. Retaining walls are designed from permanent concrete formwork. The enclosed essay deals with the topic of staircases.
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Family house in Nový Jičín
Výtisková, Jana ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
Family house in Nový Jičín is projected as family house with business premises. This is a two-storey house without cellar built up from HELUZ system. The house has flat roofs, reinforced concrete floors and glass staircase. In the front of the northeast side there are business premises. Other premises provide living of 4-6 people. The main entrance to the house is from the southwest side. Daytime part of the house - living room with dining room and kitchen which are situated on the southward, is on the first floor. Rest part of the house is on the second floor. Bedroom is situated on the northwest and rooms on the eastside. Bathrooms and the garage are located on the north and eastside. House foundation is made up of footings from plain concrete where is foundation concrete slab included. The main wing of the house has a contact insulated frontage. The main part of the house is covered by single-layer non-walking roof. On the left part of the house there is an en extensive green roof with well aired frontage. There is a large terrace with well aired frontage on the right side above the living room with dining room. Ceilings are built from reinforced concrete with crossed reinforced system of roof slabs. Glass staircase is fixed to the steel construction.
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Family house
Diviš, Lukáš ; Pailová, Alena (referee) ; Maceková, Věra (advisor)
The topic of this bachelor thesis is a family house with one story above ground and residential basement under the part of building. Shed roof has a slope of 7%. As the load-bearing construction were used bidirectional structure walls made of Porotherm bricks. The building is situated on slightly sloping plot towards the west. All the used constructions are according valid ČSN regulations.
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Family house
Jureček, Jiří ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
Bachelor´s thesis solve design of the Family house in village Nové Veselí. I tis a two storey house with a partial basement, the roof is pitched with a slope of 30°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.
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Family house
Leupold, Karel ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
Bachelor´s thesis solve design of the Family house in city Telč. It is a two-storey house with a partial basement, the roof is pitched with a slope of 35°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.
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New-Built Detached House
Šimůnek, Ondřej ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The bachelor project New-Build Detached Family house is compiled in a from of project documentation which comprises all the requisites required by current regulations. The designed house is placed on the sites numbered 2311/7 in Roztoky u Jilemnice.
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Family house in Myjava
Mizerák, Maroš ; Kalužová, Alena (referee) ; Pěnčík, Jan (advisor)
The theme of bachelor´s thesis is new-building family house in Myjava. In the house is one living room on the first floor and four are in the second floor. The building is set in sloping terrain. It has two floors and one underground floor. Second floor is solved in the attic. It is a brick building, which is the system POROTHERM with a combination of BTB fittings in the basement. Roofing is solved by gabled roof with a pitch 32° and 37°.
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