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Coworking center in Olomouc - Slavonín
Bubniak, Denis ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
The aim of this thesis is to assess the selected details from the structural and thermo-technical point of view in the design of a co-working centre building in the Olomouc-Slavonín city district. It is a building with one underground and two above-ground floors. In the basement there is a collective garage for 88 parking spaces, technical facilities. Above-ground floors of the building are divided into 3 blocks. In the western part - block A there are office premises with a cafe and sanitary facilities, in block B purely office premises with sanitary facilities and in block C a gym with sanitary facilities. PP and 1. NP are made of reinforced concrete skeleton, 2. NP is a wooden building made of solid wooden panels of crosslaminated timber. The façade of the building is designed as ventilated in the 1st floor and in part 2. NP. In the case of wooden panels, they are insulated with a contact insulation system. The work also includes the project documentation of the new new building and the technical equipment of the building. The project was implemented in ArchiCad. The project documentation was prepared in accordance with the applicable legal and technical regulations.
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Extension and modernization of social services facilities Nitrava
Mitura, Daniel ; Krupica, Roman (referee) ; Hradil, Dušan (advisor)
The subject of this diploma thesis is the assessment of the existing facility of social services and the proposal for the modernization of the complex of objects in the facility. To date, the objects are fully utilized. Existing buildings Panel apartment building "A", Panel apartment building "B" and Connecting corridor "D". The existing construction object "C" will be demolished in its entirety. The diploma thesis focuses on the new construction object Extension, which has the task of replacing object "C" and modernizing the social services facility so that it meets the standard conditions. The proposed building is located on land that is accessible from Železničiarska street on the outskirts of Nitra. The extension is located on the north side of the land. The main entrance to the building is solved by crossing the Connecting Corridor. The building has two underground and four above-ground floors. On the 1st floor, there are pharmacy premises, a kitchen with a buffet and facilities, toilets and connecting corridors. In the northwest corner there is a warehouse for landscaping the green areas of the property. In the 1st floor there is a boiler room, a cleaning room and collective garage spaces, which also go into the 2nd floor. The dining room, toilets and chapel are located on the 2nd floor. On the 3rd floor, the premises of the dialysis clinic, workshops and rest rooms serving as clubhouses are accessible from the connecting corridor. On the 4th floor there is an exit to the flat green roof. All floors are connected vertically by two interior staircases and elevators. The supporting system of the substructure is designed from monolithic waterproof reinforced concrete. The structure of the upper structure mainly consists of prefabricated reinforced concrete columns and beams. The rigidity of the upper structure is solved by two stiffening monolithic reinforced concrete cores, in which vertical communications are placed. The supporting elements of the ceilings are designed from prestressed ceiling panels and monolithic reinforced concrete slabs. The building is covered with a green single-layer flat roof. The insulation of the perimeter structures is designed with the ETICS contact insulation system made of mineral wool. The foundation structures are designed as monolithic grids.
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Design of reinforced concrete floor structure
Velič, Marek ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The bachelor thesis focuses on two construction designs on the 3rd floor. The first design is made of pre-stressed panels of SPIROLL type. The second design consists of a reinforced concrete continuous slab design with two bays, a beam, and a column. The internal forces for the design were obtained using SCIA Engineer. These internal forces were checked by hand calculation using the method of three-moment equations. Drawings for the above structures are included in the thesis. The design and assessment of the structures have been carried out as per the applicable standards.
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Coworking center in Olomouc - Slavonín
Bubniak, Denis ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
The aim of this thesis is to elaborate the theoretical basis of green roofs and to confront with it my proposal of intensive and extensive green roofs within the design of a building of a co-working centre in the city district of Olomouc-Slavonín. It is a building with one underground and two above-ground floors. In the basement there is a collective garage for 88 parking spaces, technical facilities. Above-ground floors of the building are divided into 3 blocks. In the western part - block A there are office premises with a cafe and sanitary facilities, in block B purely office premises with sanitary facilities and in block C a gym with sanitary facilities. PP and 1. NP are made of reinforced concrete skeleton, 2. NP is a wooden building made of solid wooden panels of cross-laminated timber. The façade of the building is designed as ventilated in the 1st floor and in part 2. NP. In the case of wooden panels, they are insulated with a contact insulation system. The work also includes the project documentation of the new new building and the technical equipment of the building. The project was implemented in ArchiCad. The project documentation was prepared in accordance with the applicable legal and technical regulations.
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