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Renewal of the baroque rectory in Sebranice
Bubeníková, Zuzana ; Muroň, Ivo (referee) ; Ležatka, Lukáš (advisor) ; Sobotka, Jindřich (advisor)
This bachelor's thesis is aimed at the preparation of documentation for building permits and construction, based on previous architectural study for renewal of the baroque rectory in Sebranice. The projects is focused on the application of suitable methods of the reconstruction of a cultural monument along with the proposal of a new functional utilisation of the surrounding site. The design itself is characteristic by its careful and sensitive approach towards the listed building. However, it also pursues the present methods of site creation and adds a contrasting new structure to the environment, aiming to accommodate the modern standards of comfortable utilisation. The synthetic approach of the design is prominent in the effort to recover fragments of the original state of the building, as well as using present materials and colour schemes. The final outcome of the design respects the past of the landmark, adapts it to modern requirements and prepares it for its promising future.
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Steel Production Hall
Svoboda, Petr ; Pilgr, Milan (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is the design and assessment of a steel two-bay hall for industrial production in Znojmo. The hall has a rectangular plan with a width of 36 m (18 m and 18 m) and a length of 75 m. The total height of the supporting structure is 10.6 m. The hall houses a bridge crane with a capacity of 5 t. The supporting structure consists of trusses, full-wall columns, stiffeners and full-wall trusses.
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Design of the selected parts of the concrete object
Hrvolová, Markéta ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The aim of the bachelor´s thesis is the static solution of the selected parts of the reinforced concrete object with drawing documentation included. Project describes the design and assessment of the monolitic slab structure and stairway slab by the first and second limit state. As the part of the thesis is the attachment describing the process of modeling the truss structure. For calculation of the internal forces was used software Scia Engineer.
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Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
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Family house
Fendrich, Lukáš ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
The content of this thesis is the construction of a detached house in the Moravany village near the city of Brno. This is a house with two floors and a basement. The house is a self-contained housing unit, and is designed for 2 persons (2 children, 2 adults) for long-term accommodation. The main load-bearing walls are made of structural system Ytong and Prefa for underground walls. The non-supported walls in the basement are made of autoclaved aerated concrete, the rest of non-supported walls are made of plasterboard in the floors. The ceilings are made up of Ytong beams and autoclaved aerated concrete inserts, cast-concrete layer, forming reinforced concrete beamed ceiling. The roof is sloped, gabled, created by the construction of timber truss, purlin system.
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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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