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To Dvur Kralove by train - Transfer Terminal in Dvur Kralove nad Labem
Šlesingerová, Veronika ; Hora, Jan (referee) ; Ponešová, Barbora (advisor)
The subject of this architectural and urban study is to design a new transfer terminal in Dvůr Králové nad Labem. The terminal has to associate the existing bus lines and the new train line using the existing track, which connects to the train station located on the outskirts of the city. At the same time, the town deals with the issue of train and bus services. It came with a proposal to extend the track closer to the city and at the same time move the existing bus station to one place. This creates a direct train-bus transfer. The aim of the project, however, is to design not only the transport terminal, but to create a new public space with the use of the city itself.
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Production hall
Paroulek, Adam ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
This thesis contains design and assessment of main construction elements one-aisle steel production hall. Spatial arrangement of hall is span 18 m, length 63 m, and height of hall is corresponding to the height of a holder of a crane track girder 12,3 m. Main structural materials are steel S235 and S355. In the hall are two overhead cranes, the first one with load capacity of 32 tons, and the second one with load capacity of 20 tons.
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The steel roof structure of a hall
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Olomouc. The plan dimensions of the hall are 55,0 x 35,0 m and height is 15,0 m. The solution is chosen from two preliminary variants. The roof construction is on the cross-section formed by the unbalanced circular arc. The main load bearing structure is created by planar circular lattice frames with height 1,8 m, which are hinged on the columns at one side, and on the other side tailed to the underlying structure. Between main bearing arches are solid purlins, which are radially arranged. Spatial solidity is provided by transverse and longitudinal bracings.
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Hangar
Matějková, Pavla ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Diploma thesis contains a design of steel load-bearing structure of a hangar placed in Brno-Medlánky. The ground dimensions are 40.0×44.0 m, the height of the building is 10.0 m. Two preliminary variants of the design solution were processed; main difference is the shape of the truss girder. Both variants were assessed for a combination of seventeen load cases. The comparison of the variants led to the selection of the final variant, which was assessed in detail. The girder truss in this variant is an arched truss, the height of the truss is 1.5 m, the individual elements are made of square hollow sections. A detailed static calculation was performed including the calculation of joints, drawing documentation and technical report. The main construction material is S235JR steel.
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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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Energy efficient house
Procházka, Milan ; Elešová, Klára (referee) ; Jelínek, Petr (advisor)
This bachelor thesis deals with project documentation for new-built energy-efficient family house situated in Moravské Budějovice cadastral. The house is designed as rectangle two-storey and partially basement building with detached garage. Both parts – residential part and garage – are joined by shelter in shape of „L“. The residential part of the house is roofed by mono-pitched roof and the adjacent garage is roofed by flat roof. The ground floor vertical constructions are designed by using ceramic masonry units; the basement circumferential masonry is designed by using concrete masonry units. Heating of the object is provided by contact thermal insulation system.
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Stress and deformation analysis of railway bridge over the Svratka River
Kovář, Jaroslav ; Žák, Stanislav (referee) ; Fuis, Vladimír (advisor)
This thesis deals with stress and strain analysis of real truss bridge structure. This structure is modelled as plane bar system. The opening part dedicates to theory, which is further used for calculations. The calculation part dedicates to compare statically determinate and indeterminate variation of structure for load by own weight and passage of the train. Analytic calculations are numerically verified with program ANSYS. In thesis is assessed concentration of stress, when the rivet drops out of the structure. The next part of thesis dedicates the spatial model of bridge, which is compared witch plane model.
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Assembled structure of hall
Bartosch, Václav ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
Master´s thesis describes the design and static calculating of selected elements of prefabricated reinforced concrete hall with bulit-in office, elaboration of basic drawings of the project documentation, shape and reinforcemenet drawings of these selected structural prefabricated elements. The work also includes technical report, details of selected element´s contacts, drawing of plates and study of the behavior of reinforced buildings. Calculation was performed by using a computer program AxisVm, Microsoft Excel a IDEA StatiCa
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Roof structure of sport stadium
Pijáčková, Jana ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this thesis was to develop a conversion and a variant of the existing steel structure roofing ice rink in Třinec. The building has a rectangular plan on pages 90 m x 60 m, minimum headroom inside the building is given with regard to the requirements of operation. The roof structure is stored in steel and concrete columns around the perimeter at a distance of 7.5 m. Variant solution for the design of new steel roof structure was chosen arc grate. The design consists of 13 main arc lattice girders in the transverse direction for a distance of 7.5 m in the longitudinal direction of the structure consisting of planar lattice strips (girders) and purlins. All this is complemented by a reinforced system. Two dimensions are retained.
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