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Static analysis of wooden truss
Cicálková, Eliška ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
Bachelor work is processed as static calculation of traditional wooden roof. For analysis of structural model is used program using finite element method (FEM) - Dlubal RFEM 4. According to the actual implementation is modeled brace calculating model. Here separate construction elements are assessed the first and the second limit states - ultimate limit state and serviceability limit state. Nail connection is maked at the close of work. It´s connections of roof tie and rafter.
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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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Detached house with design office in Šmolovy
Dvořák, Tomáš ; Klubal, Tomáš (referee) ; Brzoň, Roman (advisor)
Bachelor’s thesis is focused on solving project documentation detached house with design office. The building is designed with two floors, without underground, dissected plan. The roof of the family house has hipped shape. The building is designed as a brick building, where vertical structures are designed from the structural system POROTHERM and horizontal structures are designed from the structural system POROTHERM and ceiling panels FILIGRAN.
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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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High standard detached house
Vaňková, Michaela ; Ing.Tomáš Duriš (referee) ; Daněk, Lukáš (advisor)
This bachelor's work deal with study of high standard deteached house with the double garage. House is two – storey high with shed roof with prevailing dimentions 26 m x 10,6 m. Around the house is designed teracce follow up to garden. Entries to the house are from the teracce on first floor and from path on second floor. Supporting walls are made prom Porotherm 30 PROFI, extermal walls are extamal thermal contact insulation system.
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Detached house
Elbl, Jiří ; Kalábová, Tereza (referee) ; Bečkovský, David (advisor)
The Bachelor thesis topic is a project of a low-energy detached house. The house is designed as two storey basementless wooden building with a pitched roof. The 4 bedrooms layout fulfills the design for 3-5 family members. The object includes a wooden warehouse for garden furniture and other tools. The warehouse which is connected by an one-car garage to the detached house. The architectural expression is to be a two matters interpenetration of a standard plaster and a stone facing. The two materials create an L-shape. The entrance which is shaded by the garage shelter is situated in the western part of the house. After the vestibule there is a living room connected with a kitchen. If turned right there is a technical room and WC. From the South-East oriented living room there is a contact with a garden which may be entered by a terrace via a french window. The second storey is reachable via a cranked flight of stairs. The second story layout is simply designed with a focus on an utility while respecting the cardinal directions. There are two children rooms which will be split by a soft wall in the future. The parent bedroom includes its own dressing room and bathroom. There is a bedroom, single WC and dressing room for the children. All of the bedrooms ar enterable form the hall and have southern-west view. The structure is to be from timber bearing boards that are also noise and heat insulants. The house shell is also covered by heat insulations. The structure is designed as a timber beam structure. The roof is supported by nailed timber trusses while respecting an over-rafter heat insulation. The warehouse and the garage shelter have their own not-to-be-walked flat roof.
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Residential Building
Kozák, Jiří ; Němeček, Martin (referee) ; Sukopová, Dáša (advisor)
The Bachelor thesis deals with the processing of project documentation in the municipality Hutisko – Solanec. The project documentation and attachments are processed according to the current legislation, regulations and standards. The apartment building is situated on a parcel 362/1, which falls within the cadastral area of Hutisko – Solanec. The land is linked to the transport and technical infrastructure. This apartment building consists of four residential units. Each unit is designed for housing of 4 to 5 people. In the basement there are parking spaces for each apartment one. The ground area of the building is 308 square meters. The supporting structure is designed from the POROTHERM. The building is covered by an arched roof and the supporting structure consists of trusses. The apartment building is situated on a land slope and is embedded into it.
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The reconstruction of a storage object
Morcinková, Eliška ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is a reconstruction of the administrative building in Třinec. The work is divided into two parts: the design and assessment of a timber roof on the ground plan 16 × 21 m and steel supporting structure for the extension of the administrative building on the ground plan 8 × 16 m. The roof frame consists of 22 trusses with the axial distance 1 meter. The steel structure consists of two supporting frames connected to floor beams between them which create with the concrete plate composite steel and concrete structure.
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Steel hall structure for industrial production
Bém, Miroslav ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is design and assessment of the double aisle steel hall structure for industrial production in Moravské Budějovice. The hall has rectangular ground plan and it is 30m (18 m and 12 m) wide and 56 m long. There is trolley crane inside in the buinding with a lifting capacity of 12,5 tones. The main bearing components are trusses, solid poles, bracings and thin-walled purlins.
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The manufacuring hall in Louny
Jirásek, Marek ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of the bachelor thesis is design and assessment of the factory building in Louny. The hall has rectangular floor plan 68x30m. The supporting structure of the hall is designed as a steel frame with roof truss, purlins and braces for attachment of sheatling.
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