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Steel interior staircase in the polytechnical building in Bratislava
Redecha, Martin ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor thesis is the design and assessment of the supporting steel structure of the staircase in the multifunctional building in Bratislava. The staircase is located in the entrance atrium in an open space between the 1st floor to 3NP with a total height difference of 6850 mm floors. The approximate ground plan dimensions of the staircase construction are 5500 x 5100 mm. The construction of the staircase was designed from enclosed SHS 50x4 steel profiles in steel S355 J2. The construction system represents truss beams of various shapes that are connected to each other by horizontal and oblique dams. All rods are from the profile. Anchoring is rebuilt by anchor plates with a thickness of 15 mm with 4 chemical anchors and threaded rods M12, 8.8. The static calculation was the program by RFEM 6.06. Subsequently, manual calculation and assessment of the most stressed rods were made by internal forces and design and calculation of anchoring. The C-Fix Online program 1.1.58.1 Fischer was also used to design chemical anchors.
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Structure of the multi-storey of reinforced concrete building
Lochman, Ondřej ; Toušek, Michal (referee) ; Šulák, Pavel (advisor)
The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.
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Music Club Brno
Modlitba, Zdeněk ; Teplý, Vladimír (referee) ; Odvárka, Antonín (advisor) ; Štěpánek, Ladislav (advisor)
The theme of the project is a new music club with reharsal rooms and recording studio in the center of Brno, Obilní trh. The site is situated on the slope next to the castle Špilberk. The proposal is based on an openness to the public, trying to captivate, pull in and make a passerby the visitor. The whole complex is made of three solitary objects that escalates its scale from view and trying not to create a barrier, but rather give the impression of accessibility. The site of this complex, along with trees, creates a park enviroment which enables the views to the castle Špilberk. The buildings are partially buried in the hillside terrain and directly connected to the extensive green roof, which creates a friendly terrace where you can watch the street or the artists inside the building. Functional content is divided into three objects. The largest one is a music club, including foyer, 2 music halls, terrace allowing views to the Obilní trh, backstages for musicians and garages. The second, single-storey building with a courtyard includes ateliers, reharsal rooms and a sociable relax corridors. The last, two-storey building includes a recording studio, which is situated right inside the courtyard.
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Family house
Vávra, Adam ; Krejsa, Jan (referee) ; Spáčil, Miroslav (advisor)
Abstract The topic of this thesis is the project of a family house in Olomouc. The house is partially included with the cellar, with the ground floor, the second floor and includes living spaces. The part of the building is also the driveway to the garage, stairs outside and the garage situated on the ground floor of the living part of the house. The ground plan of the house has the indented form, which is roofed partially with the shed roof and partially with the terrace, which works as a flat walkable roof. The house will be situated on the flat terrain. The entrance into the house is located in the east. The building project was solved in the POROTHERM construction system.
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Familly house
Boor, Peter ; Dostálová, Darina (referee) ; Spáčil, Miroslav (advisor)
The topic of the bachelor´s thesis focuses on the solution of the house in the city of Nitra. The house has a partial basement with two floors and comprises living spaces. The building contains also the arrivals level, downhill ramp, parking area in front of the garage, patio, outdoor stairs and garage located in the basement of a residential building. Floor plan of the house has a varied shape due to the use of diverse materials with two pent and one flat walkable roof. The house will be located on steep terrain. Entrance to the house is situated to the northeast. During the construction of the object system was used Meccato, Ytong.
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The Students themselves - Student Center Poříčí
Markov, Daniel ; Stuchlík, Aleš (referee) ; Ponešová, Barbora (advisor)
The subject of this work is urban and architectural design of buildings of a city block in Brno or a new object, objects. Solved plot is situated at the crossing of the road running along the ambankement of the river and most Svratka radial direction Brno to Vienna. My answer to this award can be found in the attachment with a main poster, book and buckup report.
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Návrh dřevěného schodiště do dřevostavby
Bouzek, Štěpán
This bachelor thesis is focused on the selection of the suitable type of interior wooden staircase for the pre-defined area of two storey wooden house. In the introductory part, there is provided a comprehensive overview of wooden houses constructions systems. The frame construction system, which project documentation is part of the thesis, is used for the specific purpose of this thesis. The theoretical part also includes the types of staircases systems including the professional nomenclature. The chosen wooden staircase is subjected to the technical requirements of valid standards and subsequent production documentation. The output of the thesis is the project proposal of staircase supplemented with needed calculations of dimensions and sizes of individual components of chosen wooden staircase. The part of the thesis is final production documentation with financial calculation.
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Music Club Brno
Modlitba, Zdeněk ; Teplý, Vladimír (referee) ; Odvárka, Antonín (advisor) ; Štěpánek, Ladislav (advisor)
The theme of the project is a new music club with reharsal rooms and recording studio in the center of Brno, Obilní trh. The site is situated on the slope next to the castle Špilberk. The proposal is based on an openness to the public, trying to captivate, pull in and make a passerby the visitor. The whole complex is made of three solitary objects that escalates its scale from view and trying not to create a barrier, but rather give the impression of accessibility. The site of this complex, along with trees, creates a park enviroment which enables the views to the castle Špilberk. The buildings are partially buried in the hillside terrain and directly connected to the extensive green roof, which creates a friendly terrace where you can watch the street or the artists inside the building. Functional content is divided into three objects. The largest one is a music club, including foyer, 2 music halls, terrace allowing views to the Obilní trh, backstages for musicians and garages. The second, single-storey building with a courtyard includes ateliers, reharsal rooms and a sociable relax corridors. The last, two-storey building includes a recording studio, which is situated right inside the courtyard.
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The Students themselves - Student Center Poříčí
Markov, Daniel ; Stuchlík, Aleš (referee) ; Ponešová, Barbora (advisor)
The subject of this work is urban and architectural design of buildings of a city block in Brno or a new object, objects. Solved plot is situated at the crossing of the road running along the ambankement of the river and most Svratka radial direction Brno to Vienna. My answer to this award can be found in the attachment with a main poster, book and buckup report.
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Structure of the multi-storey of reinforced concrete building
Lochman, Ondřej ; Toušek, Michal (referee) ; Šulák, Pavel (advisor)
The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.
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