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The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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Reconstruction and strengthening of reinforced concrete ceiling construction
Klimeš, Petr ; Zich, Miloš (referee) ; Perla, Jan (advisor)
The final thesis deals with strengthening of cast-in-place concrete ceiling in existing construction for couple of escalators. New prestressed beam, columns in new positions and strengthened girder with unbonded strands are building in this adjustments. Every member, including the existing construction, is verified for ultimate and serviceability limit state. Prestressed members are alternatively designed with bonded strands and these variants are comparison in terms of utilization and calculation.
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Restoration of masonry building
Hubený, Radim ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The final thesis is focused on restoration masonry building. Concretely assessment of resistance joist's floors, design alternative's strengthening and impact of surcharge on pronounces constructions. The choice one of alternatives strengthening, design and check of floor structure over the second floor.
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Extension of School
Jirčík, Jakub ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The content of the thesis is a static design of the supporting parts of the extension of the textbook pavilion of the elementary school in Mirošov. The proposed building is a four-storey reinforced concrete monolithic column construction. The ceilings above the first three floors are designed as cross-reinforced slabs with internal girders. The roof slab consists of a monolithic slab with additionally prestressed beams. The internal forces were calculated using SCIA Engeneer 19.0 and these values were subsequently verified by manual calculation. The design followed the applicable European standards. The result of the work is a static assessment of the object and corresponding drawing documentation.
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Reconstruction of historic building
Strnadová, Ludmila ; Tichomirov, Vladimír (referee) ; Novotný, Miloslav (advisor)
In my diploma thesis deals with the reconstruction of the parish. Unused areas of the building will serve as a day care center, lounge, apartments and offices for priests. Fara, which I have chosen is located in the Pardubice region in the spa town of Lázně Bohdaneč. Fara is located northeast of the local church, which is situated in the center square. This is a two-storeyed building with attic space. The roof is hipped with a stencil asbestos cement roofing.
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Apartment building
Sedláková, Zuzana ; Ladomirjáková, Jitka (referee) ; Sobotka, Jindřich (advisor)
This bachelor theses deals with making of desing documentation for an apartment building. The building is designed as a terraced house situated in the centre of Podivín town. It has 4 above-ground floors (3 floors + attic rooms) and 1 basement. There are 2 enters in the building – both are designed in the ground floor. The main one is situated in the part of the house that heads towards the street and the other one is situated in the back of the apartment building next to the car park. There will be 6 apartments in the building. In the ground floor there will be situated apartments for the disabled people. In the second and third floor there will be typical apartments. The apartments in the third floor will be maisonette apartments. The above-ground part of the building is made of clay masonry and the basement is made of hollow concrete blocks. Ceilings will be made of prestressed concrete panels and the ceiling above third floor is designed as the joist floor. There are designed two types of roofs – pitched and flat roof.
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Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.
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Static design of building for accommodation
Jirčík, Jakub ; Perla, Jan (referee) ; Požár, Michal (advisor)
The topic of the bachelor thesis is static design of monolithic reinforced concrete beam and reinforced concrete columns of the third floor of the hostel in Rokycany. Element design is done using Scia Engineer and the control is done manually. The design was followed according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of reinforced concrete beam and column and drawing documentation.
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House and winery in Zaječí
Tomková, Denisa ; Polášek, Josef (referee) ; Müller, Jan (advisor)
The bachelor's thesis deals with the proposal of a new house intended for permanent living of a family of four and at the same time for the production and storage of wine. The building is located in a sloping terrain in the cadastral area of the village Zaječí and consists of a basement and one above-ground floor. It includes a vaulted cellar for archiving wine, an outdoor terrace and a covered parking space. The proposal of the house is adapted so that the well-being of family members is not disturbed by the planned wine production. This is achieved by the fact that the basement floor is intended for the operation of the winery, and on the contrary, the quiet and social zone, which is the zone intended for living, is designed on the above-ground floor. The main load-bearing system of the basement are concrete blocks made of lost formwork and ceramic bricks from the Heluz system on the 1st floor. The perimeter masonry is insulated with the ETICS contact thermal insulation system. The living room has a wooden, beamed ceiling and in the rest of the building is designed a reinforced concrete ceiling slab. The roof is flat, in 2 height levels and with a slope of 3%. The design of the house includes an internal recuperation unit, underfloor heating and an external three-layer stainless steel Schiedel chimney system. The work is processed in the form of project documentation adapted for the construction with almost zero energy consumption.
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