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Design of residential house
Moravcová, Eva ; Loudil, Lukáš (referee) ; Zich, Miloš (advisor)
This is a residential house in Brno. The supporting structure is reinforced concrete. The building has one basement and six floors. Vertical load-bearing structures are made up of reinforced concrete columns and walls. Horizontal load-bearing structures are formed by slabs (bearing in both directions). The staircase is concrete slab. Foundation is on piles. Infill vertical structures are brick. In the fifth floor pool is located.
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Reinforced concrete and masonry bearing structure of a multi-storey building
Fojtek, František ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The bachelor's thesis deals with the design and assessment of a load-bearing monolithic reinforced concrete structure of an administrative building. Specifically, it is a locally supported ceiling slab, the dominant feature of which is a circular opening with a diameter of two meters, an inner column and a staircase. The analysis of the structure was performed by the finite element method in the SCIA Engeneer 18.1 program and verified by the method of spare frames. The structure is designed and assessed according to ČSN EN 1992-1-1 and ČSN 73 1201.
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Design of the floor slab structure of a tall building
Vintrová, Tereza ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design of the ceiling structure of a high-rise building. The basis for the work was a study of the building with basic floor plan dimensions and heights. The aim of the bachelor thesis is to design a locally supported floor slab with a stiffening core in the middle, as a section of one floor, namely the ceiling above the tenth floor. According to the specified study, a slab model was created in SCIA Engineer to analyze the internal forces based on which the design of the flexural reinforcement of the slab to the ultimate limit state was carried out. The design of the shear reinforcement is based on the internal forces of the 3D model and was done using Schöck Bole with manual verification of the selected column. Non-linear calculation of the 3D model and manual verification of crack widths was used to assess the ultimate limit state. At the end of the work, the design of the circumferential rib variant and the comparison of the two types of slabs was carried out. The work includes a static calculation and drawings.
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Reinforced concrete structure
Zdražilová, Pavlína ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with design and assessment of chosen parts of load-bearing reinforced concrete cast-in-place structure of a department store. The aim of this thesis is to design and assess the reinforced concrete structure of a slab above first floor and one column. Scia Engineer 14 computational software was chosen to model the structure and to obtain the international forces. The structure is designed according to ČSN EN.
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Structure of multi-storey building
Achillesová, Jana ; Klodner, Jan (referee) ; Perla, Jan (advisor)
This diploma thesis deals with the project of the structure of ferroconcrete multi-storey building. Selected parts for assessment are point-supported slab over the 1st floor, inside column, external and internal wall in the 1st floor. Finite Element Method in software Dlubal RFEM 5.23 was selected for the analysis. Another part of the thesis is the project of dimensions of foundations that are dealt with as deep foundations in accordance with engineering-geological survey.
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The Hlinky Hotel
Vojta, Martin ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
Diploma thesis deals with project documentation for construction of the facility. Specifically, it is a hotel on the street Hlinky in Brno. Hotel capacity is 58 beds and 60 seated restaurant. The building will have one floor underground and five floors above ground. The building will have a bearing structure of reinforced concrete monolithic skeleton, accompanied by reinforcing monolithic wall. External walls will be created by filling the porous masonry blocks. Horizontal framework will be created locally supported monolithic reinforced concrete slabs. The roof of the hotel is flat. In 4th and 5th floor are created terraces.
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Prestressed concrete slab of library
Slezák, Lukáš ; Perla, Jan (referee) ; Požár, Michal (advisor)
The diploma thesis deals with the design of the over-tensioned ceiling slab above the 1st floor of a two-story library building. It is a locally supported slab using prestressing. The analysis of internal forces is carried out by manual calculation using the method of sum moments and using the SCIA Engineer 22.0 calculation software, which uses the finite element method. The design is made according to the ČSN EN group of standards.
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Design of concrete structure of Music Pavilion in Podebrady
Juda, Jan ; Musil, Jiří (referee) ; Zich, Miloš (advisor)
This diploma thesis is focused on the roofing of the stage in spa park in Poděbrady. This construction is designed in two variants. In each variant is determined load on the structure and internal forces acting on the structure. Of these two variants, only one variant was selected. This selected variant was design in detail. In this variant was dimension their parts. Under the roof construction is located stage, which was not solved in the diploma thesis. All elements are dimensioned to the ultimate load condition by ČSN EN 1992-1-1. Drawings of the foundations, shapes construction, reinforcement and visualization are processed in the drawing part.
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Winery Altenberk
Palásková, Zita ; Nováková, Eva (referee) ; Kolář, Radim (advisor)
The subject of the master´s thesis is design documentation for the construction of a winery on the outskirts of the town Hustopeče. The building is designed on a slope between the vineyards and consists of two parts that are connected under the terrain. Under the terrain there is also an underlying part of the building so as not to disturb the landscape of the vineyards. The first part is used for wine production and the second part is used for the presentation of wine. The building is designed from in situ reinforced concrete with load-bearing walls and internal columns. The basement walls are made of waterproof concrete. The above-ground perimeter walls consist of sandwich structures consisting of a load-bearing wall, thermal insulation and a partition made of architectural concrete. At the same time, architectural concrete dominates the entire building. The foundation is designed on piles due to the subsoil. Horizontal structures are solved as locally supported slabs and the roofing is solved by two vegetation roofs and one load-bearing roof.
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Reinforced concrete slab supported on columns
Hadamíková, Karolína ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor thesis is focused on design and assessment point-supported slab on the lowest level of fourth-level storage to ultimate and serviceability limit state. Design of slab was created in software SCIA Engineer and followed by checking if it is right by manual calculation. This thesis contains a static calculation and technical drawings of typical column, foundation pad. At the end of structural assessment was calculated prefabricated staircase. All structures were proceeded according to the valid standard ČSN EN 1992-1-1.
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