National Repository of Grey Literature 242 records found  beginprevious231 - 240next  jump to record: Search took 0.02 seconds. 
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.
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.
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.
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.
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.
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.
Family house with hairdressing salon
Smutný, Květoslav ; Mocová, Pavla (referee) ; Daněk, Lukáš (advisor)
This thesis deals with documentation to the family house with a hairdressing salon. It issupposed to beplaced on thelandwiththenumber 35/2 in thevillagecalledKaceřov near to Kynšperknad Ohří in Karlovy Vary area. Thisland occurs in sloping area so this fact influenced the proposal of this plan. It is building for four to five people. This building has two aboveground floors and a residential loft-room. In the first aboveground floor there is the hairdressing salon. This plan came from the disposition studies and from the building permit. The result of this work will be the full detailed documentation, which consists of the drawing of situation, a floor plan, views, foundation drawings, ceilings, trusses, stairs, and details. Then a technical report, extracts elements, a fire safety solutions, technical assessment of the thermal of the building.
Multipurpose Sport Hall
Rusoňová, Nikola ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Subject of this thesis is to design and evaluate the multipurpose sports hall for a permanent,climate and traffic load. Light range of construction is 42,900 m, clear height at its highest point is 10,824 m. The construction is located in Brno. The main load-bearing elements of constructionare two-juncture arcs of constant cross-section of glued laminated timber class GL24h, axially remote 3,000 m. Trusses are transversely connected by purlins from solid wood for strengthclass C20 axially remote 1,100 m. The entire construction is braced by four transverse bracing,consisting of a rods system.
Structure of The Showroom
Trojanová, Lenka ; Röder, Václav (referee) ; Buchta, Stanislav (advisor)
This thesis describes the design of wooden substructures Motor Show. This constructionis located in South Moravia in Brno area. The dimensions are 33 mx 49 m and height from ground to top is 15.5 m The main structure is unbalanced arc of glued laminated timber, constant section height. Length of the arch is 39 meters. For the design of bearings, connections and contacts have been used steel elements. The concrete columns are stored using the arc tangent bearings. Front and side (east) side have a glass facade, glass is the antisun and security properties are opposite sides of the brickPOROTHERM 40th The structure was modeled in the SCIA ENGINEER 2011th The structural analysis was performed manually.
The steel roof structure of a sport hall
Frank, Ivo ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Jihlava. The plan dimensions of the structure are rectangural 45.200 x 40.300 m. The height of the structure is 15.150 m. The hall is designed by cylindrical roof. The main load bearing structure is created by arch lattice frame. The width of the frame is 40.300 m. The spacing of frames is 9.000 m. Frames are connected by lattice purlins‘. Purlins’are arranged radially. Longitudal rigidity of the structure is provided by transverse wind braces and upper beams of the purlins‘. Roof covering is made of roof panels laid directly on the purlins‘. The cladding is made of panels too. In the front of the structure is the cladding made by self-supported structure, which is not part of this thesis.

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