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The members of load bearing reinforced concrete structure
Leitner, Ivan ; Zlámal, Martin (referee) ; Šimůnek, Petr (advisor)
The diploma thesis is focused on the design and assessment of the reinforced concrete structure of the administrative building in terms of the ultimate limit state and serviceability limit state. A 3D model of construction in Scia Engineer 17 was created for calculation of internal forces. The thesis contains static calculation and technical drawings of ceiling slab above first floor, staircase and a column. All structures are designed according to EN 1992-1-1.
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Reinforced concrete structure of a administrative building
Čačaný, Matej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).
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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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BRNO – NEW SOUTH CENTRE LOCATION – POŘÍČÍ, BRIDGES TRINITY, THE AREA OF COMMUNICATION AND SOCIAL INTEGRATION, MULTIFUNCTIONAL OBJECT AND SPACE
Tasch, Daniel ; Obtulovič, Marek (referee) ; Kiszka, Josef (advisor)
The aim of my work was to create a multifunctional house, which serves as a connection between the city center of Brno and its industrial part. This building is also in direct contact with the historic viaduct that would be excavated for this project. Today, this historic viaduct serves as a railway line. However, according to the new KAM proposal, the main Brno railway station is planned to be diverted, so that the viaduct will remain unused. For this reason, it also adds character and interest to the bridge on which I decided to design this project. The houses on the bridges over the river are not something out of the ordinary. They are not built at all to the extent expected. The house on the bridge provides not only a practical connection between the two banks and the use of each place for development, but also an aesthetic pleasure. It is something that is not seen every day.
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Family house in Myjava
Mizerák, Maroš ; Kalužová, Alena (referee) ; Pěnčík, Jan (advisor)
The theme of bachelor´s thesis is new-building family house in Myjava. In the house is one living room on the first floor and four are in the second floor. The building is set in sloping terrain. It has two floors and one underground floor. Second floor is solved in the attic. It is a brick building, which is the system POROTHERM with a combination of BTB fittings in the basement. Roofing is solved by gabled roof with a pitch 32° and 37°.
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Masonry and reinforcement structural items review of family house
Šimráková, Petra ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The bachelor thesis deals with assessment of selected loadbearing elements of a twostorey detached house. The main aim of thesis is assessment of floor slap above fisrt floor, stairs and mansonry pillar. The finite element method is used to calculate the internal forces, to which the necessary reinforcement is subsequently dimensioned. SCIA Engineer 22.0 is used as a calculation program. Part of thesis is drawing of the shape and reinforcement of assessed load-bearing elements. The Allplan 2021 program is used to create the drawings. The static calculation is made according to valid ČSN and EN standards.
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Design of Reinforced Concrete Structure of Residential Building
Bodor, Andrej ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor thesis is focused on the design and assessment of the reinforced concrete floor structure and selected load-bearing structural elements of the apartment building. The design and calculation of internal forces was developed using SCIA Engineer 21.1 and subsequently compared with the manual calculation. Selected structural elements were designed and assessed for sound insulation and thermal bridge breaks. The design of the structures followed the applicable European standards EN 1992-1-1 and EN 73 1201. The final output is the elaborated drawing documentation.
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BRNO – NEW SOUTH CENTRE LOCATION – POŘÍČÍ, BRIDGES TRINITY, THE AREA OF COMMUNICATION AND SOCIAL INTEGRATION, MULTIFUNCTIONAL OBJECT AND SPACE
Tasch, Daniel ; Obtulovič, Marek (referee) ; Kiszka, Josef (advisor)
The aim of my work was to create a multifunctional house, which serves as a connection between the city center of Brno and its industrial part. This building is also in direct contact with the historic viaduct that would be excavated for this project. Today, this historic viaduct serves as a railway line. However, according to the new KAM proposal, the main Brno railway station is planned to be diverted, so that the viaduct will remain unused. For this reason, it also adds character and interest to the bridge on which I decided to design this project. The houses on the bridges over the river are not something out of the ordinary. They are not built at all to the extent expected. The house on the bridge provides not only a practical connection between the two banks and the use of each place for development, but also an aesthetic pleasure. It is something that is not seen every day.
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The members of load bearing reinforced concrete structure
Leitner, Ivan ; Zlámal, Martin (referee) ; Šimůnek, Petr (advisor)
The diploma thesis is focused on the design and assessment of the reinforced concrete structure of the administrative building in terms of the ultimate limit state and serviceability limit state. A 3D model of construction in Scia Engineer 17 was created for calculation of internal forces. The thesis contains static calculation and technical drawings of ceiling slab above first floor, staircase and a column. All structures are designed according to EN 1992-1-1.
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