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Familly house in Novém Městě nad Metají
Sháněl, Tomáš ; Burdová, Jana (referee) ; Brukner, Bohuslav (advisor)
The project addresses the low energy new build detached house, which will be permanently used for housing. The building is designed as a two-storey house, which is intended to be permanent residents of 4-5 persons. Roofed building with a flat roof is solved by using a bottom discharge reinforced concrete slabs. Load-bearing walls are from Sendvix manufacturer KM - BETA. The ceilings are designed as monolithic. The building is located in the gap between the existing building houses. The house has a garage for one car.
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Family house
Staníková, Radka ; Majsniar, Michal (referee) ; Škramlik, Jan (advisor)
The subject of this diploma work is the new building of a family house at Boží Dar town, that is situated in the mountain resort. The family house has a cellar, it is two storied with an attic apartment. The building is devided into three units . The first unit is found on the first floor and is designed as an apartment. The other units are situated in the attic and are designed for a short-term or long-term renting. The house is designed of cut bricks with a ceramic ceiling construction. The perimeter wall is thermally insulated with a contact insulating system and partly covered with a stony facing. There is a saddle-shaped roof on the house. The building site is sloping north-east. All constructions are in accordance with the valid regulations and ČSN standards.
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Foundation of Apartment Building in Třeboň
Jurníček, Lukáš ; Glisníková, Věra (referee) ; Svoboda, Petr (advisor)
The bachelor thesis deals with the theme of the apartment building foundation. Its objective is based on studies of expert resources and static assessment to design an appropriate way of building construction foundation. In the theoretical part of the bachelor thesis, the author is concerned with the most frequent possibilities of establishing common residential house, the area, and underground foundation on deep soils improved. In the second part, the author makes choice of a particular method of foundation (deep while using piles) and applies it to the calculation of the real structure. The static calculation has been described and consequently manually processed, and finally verified within the program GEO 5. The work also includes an overview together with a brief description of other information sources to be used for the creation of static calculation.
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Building technological study of construction mountain boarding house
Cabák, Ondřej ; Ing.Petr Selnik (referee) ; Diaz, Yvetta (advisor)
Bachelor´s thesis describes selected parts of technological studies for the construction of wood mountain boarding house in the city Karlov pod Praděděm. The processed documents will be discussed primarily a technological study of realization of the main construction parts for the specified object, time and financial plan, the basic koncept of building site and mainly for the wood walls which will be made in a factory and on the building site just given on their place.
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Microbrewery Highlands - technological phase basics
Horáková, Petra ; Kaňka, Pavel (referee) ; Vlčková, Jitka Laura (advisor)
The aim of the bachelor thesis is to solve the technological phase of foundation for the object of a microbrewery “Vysočina”, to establish technological orders about earthworks and foundations. It applies in alternative way the two others methods of foundation and does their price and term evaluation. The other aim is to elaborate the documents of principles of organization of construction includes the graphical illustration of construction facilities and the movements of chosen composition of machines.
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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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Detached house with two flats in Otradov
Myška, Jan ; Sobotka, Jindřich (referee) ; Kolář, Radim (advisor)
The subject of this bachelor´s thesis is the process of building the technical part of the project documentation for the realization of a detached house with two apartments in the village Otradov. The building is architecturally designed so that projects from the rural architecture. The house has a floor with attic and partial basement. Roofing is using two different height shelves. The building is designed structural system Naturblock. This bachelor´s thesis is on theme layers of roof sloping roofs.
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The roof structure of a bus station with facilities in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of bachelor's thesis is design and assessment of steel load-bearing construction of bus station in Vrchlabí. It is designed as a co-operating load-bearing steel pillar based structure with the construction of the outdoor platform. The design was considered in four different options for inner building. Followed was mainly the weight of inner structure with respect to the roof deck. The selected option is then incorporated into the scope of the entire structure. Design and assessment was conducted in accordance with the applicable standards and by using a computer program Scia Engineer.
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