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Wooden churches from Subcarpathian Ruthenia in CzechoslovakiaChurch of St. Paraskeva in Blansko and the Church of St. Archangel Michael in Prague
Shyshova, Yuliana ; Ottová, Michaela (advisor) ; Royt, Jan (referee)
The aim of this bachelor thesis is to work on the issue of wooden churches from the 16th- 18th centuries from Subcarpathian Rus, which were moved to the territory of the Czechoslovak Republic in the interwar period. The thesis was narrowed down in view of the amount of archival material and the findings that emerged from it. The thesis discusses the Church of St. Paraskeva in Blansko and the Church of St. Archangel Michael in Prague. The thesis will provide comprehensive information about the churches, including their architectural history and furnishings, as well as their current condition. Additionally, an attempt at reconstructing the iconostasis in the Church of St. Paraskeva in Blansko will be made. The thesis will focus on the political and religious situation in Subcarpathian Rus and the cultural-historical context of the time, as a result of which these churches came into the possession of the Czechoslovak state. Thorough attention will be given not only to the currently used Church of St. Paraskeva in Blansko but also to the Church of St. Archangel Michael, which was affected by a fire on the premises of the cultural monument Letohrádek Kinských in Prague in 2020.
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Static design of steel and timber members of structure of a guesthouse in Pasohlávky
Tomášek, Matěj ; Bukovská, Pavla (referee) ; Pešek, Ondřej (advisor)
The topic of this bechelor’s thesis is assesment of the load-bearing steel and wooden structures of a guest house in the town of Pasohlávky using the BIM method, which includes data sharing and collaboration with other professions. The thesis includes two separate structures: a winter garden designed from steel S235JR and a roof structure that combines steel S235JR and structural timber C24. The content of the work covers the assesment of the main load-bearing elements, dimensioning of selected joints, stability analysis of frame structures, column anchoring and drawing solutions in combination with an IFC format model.
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Enviromental centre in Vyškov
Rybníček, Maxmilián ; Plášil, Jiří (referee) ; Boháč, Ivo (advisor)
Design of an environmental center focused on traditional trees in Hanáck and Moravia with environmental education for mainly school-aged children from the surrounding area. The center will be complemented by the nearby zoo and Hanáck farm, which focus on traditional animals and the life of people in Hanáck. It will also include a new scout base for local scout groups in a more convenient location. Furthermore, the center will have exhibition spaces focused mainly on orchards and a cafe. In addition, the center has new facilities for packaging-free shops and an eco-advice for the public with small libraly. Various associations from Vyškov also have the option of renting space in the center. It mainly counts with the association Zelený Vyškov. Together with the construction, the revitalization of the woodshed and its new planting will take place. The original division of the garden by paths will be partially restored, as it is in the sketch from the 18th century.
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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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The structure of mountain hotel in Beskydy
Danelová, Veronika ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The diploma thesis presents design and assessment of a loadbearing timber structure of mountain hotel in the Trojmezi u Hrčavy area. The object is a two-storey building without cellar and with attic rooms. The object has a floor plan of an incomplete octagon with a roofless central courtyard. The structure spans 36 meters at its widest dimension and the maximum height reaches almost 12 meters. The individual segments are covered by mono-pitched roof with 27° slope. The main loadbearing elements are constructed of glued laminated timber and solid timber with steel joints and gypsum fibreboard cladding. The loadbearing structure is designed and assessed in accordance with relevant standards, taking ultimate and serviceability limit state into consideration. The thesis includes an engineering report including bill of quantities, structural design report and drawings of loadbearing structure, anchorage and selected details.
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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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Construction technology project of Yacht club in Hlučín
Labudek, Lukáš ; Čech, Václav (referee) ; Venkrbec, Václav (advisor)
The subject of this thesis is a construction technology project object Yacht Club Hlučín. The basis for the elaboration of this work is the diploma thesis from Ing.Radim Kučera - Yacht Club Hlučín. This thesis includes technical report construction technology project, coordinating the situation with the construction of wider relations of routes for transportation of main materials, time and financial plan of the construction according to the technical-economic indicators, drawing building equipment, scheduling, inspection and test plan, technological regulation for the implementation of the gross substructure, itemized budget and the plan for OSH implementation in Yacht club Hlučín.
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The mountain hotel in Jeseníky
Holub, Radim ; Straka, Bohumil (referee) ; Šmak, Milan (advisor)
Design of timber structures of mountain hotel is performed. The building is slab-on-ground, three – storeyed, plan size axially 36×15 m. Total build up area is about 567 m2. It’s constructionally timber skeleton structure of modern construction that consist of supporting members and joists in several meter grid. Wall and floor frames, that provide object stability, consist of components of elementary frame structure. The roof of building is designed as plate girder in modul grid with lengthwise purlin.
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Load bearing structure of a multi storey building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.
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Roofing of the New Apartment Building in Rajhrad
Houha, Jan ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Content of this bachelor’s thesis is solving of technological stage of roofing of the new apartment building in Rajhrad. Roof is designed as a cold mono-pitched roof consists of metal plate-connected timber truss. Detailed procedure of assembly of the bearing timber structure and the roof sheathing is provided in specifications. Control and test plans, budget and schedule are elaborated for stage of the building roofing. The bachelor’s thesis contains technical report of the building, suggested construction site installations, proposal of suitable machines and mechanisms required for the given stage, further it solves wider relations of transport lines to construction site and occupational safety and health.
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