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Construction Technology Study of multifunctional building construction
Kapusníková, Pavla ; Fila, Lukáš (referee) ; Diaz, Yvetta (advisor)
The bachelor thesis deals with construction and technology studies multifunctional building construction site. The house is located in Prerov. The building has six floors, the first floor there are shops in other floors are apartments. The supporting structure of the building is a reinforced concrete skeleton with slabs. Slabs are mounted on reinforced concrete columns and walls. Outer and inner walls are made of brick blocks Porotherm. The building has a steel timber truss. A roof is covered with roofing Tondach. In this thesis I address the study of rough construction and technological regulation is aimed at the monolithic frame.
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Bridge over the Lomnice river
Klein, Vojtěch ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this thesis is to design a bridge across the river Lomnice in Mirotice. It was designed in three variants. For detailed solving was chosen post-tensioned girder structure. Calculation of internal forces was made on the computational model in Scia Engineer 2013.1. The checks were counted manually in accordance with European standards.
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Design of reinforced concrete cylindric tank
Svobodová, Barbora ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The bachelor's thesis deals with static analysis of a reinforced concrete cylindrical tank. The analysis includes load calculation for selected load cases and design of tank wall and bottom reinforcement. Load combinations and load effects were calculated using the Axis VM software. The thesis includes shape drawing documentation, as well as drawing documentation of bottom and wall reinforcement.
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Production Building in Brno - Řečkovice
Horut, Jakub ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The design of the monolithic reinforced concrete horizontal supporting structures on the first deck above of a three-storey building is the aim of this bachelor thesis. Horizontal supporting structures consist of continuous slab of three fields heralded by girders in the longitudinal direction. In the static calculation, there are the ceiling slab, one girder, two angled slabs of staircase and the landing designed and evaluated. Structure was designed to fulfill especially functionality and to be economical. The drawings are the part of the work.
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House
Uheríková, Eliška ; Sibilla, Luboš (referee) ; Mohelníková, Jitka (advisor)
The subject of bachelor’s thesis is creation of project documentation of construction of a family house. The family house is a two-story building, without basement, partially covered by soil. The building is founded on foundation strips, load-bearing structures are designed as reinforced concrete with some partitions made from Vapis masonry. Ceiling structure is circle reinforced concrete slab with notched hinges, supported by load-bearing walls and inclined concrete columns in exterior. Pitched roof is design as extensive green roof, in interior visible timber rafter. Building object is situated on parcel no. 1946/3, municipality Krásné Pole, cadastral area Ostrava city, Moravian-Silesian region.
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Load bearing structure of administrative building
Kudrna, Jan ; Perla, Jan (referee) ; Šimůnek, Petr (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete load bearing structure office building of two floors above ground and one basement floor. During the design were appropriately combined manual idealized models solved structures with complex models of selected parts of the structure calculation by finite element method. Were assessed elements: locally supported ceiling structure above the first slab above, three reinforced stairs and beam. All selected elements were assessed at the ultimate limit state, reinforced concrete slab and the serviceability limit state.
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Ceiling slab over the corner windows
Tuchyňová, Andrea ; Zich, Miloš (referee) ; Strnad, Jiří (advisor)
This bachelor thesis concerns design of reinforced concrete ceiling slab with girder above the corner windows. The slab has rectangular floor plan with large opening in the middle. The slab is dimensioned to the ultimate limit state and serviceability limit state. The inner forces on the bar model were assessed by force method and were compared with inner forces on spatial model created in Scia Engineering programme.
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Design of a one-span railway bridge
Tomisová, Gabriela ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The topic of this thesis is a design of an one-span bridge over a river, a bicycle path and a route for pedestrians. The construction of prestressed beam bridge with one field with lower bridge deck is preferred out of all developed options. The construction is designed and assessed to the ultimate limit state and the serviceability limit state according to actual EN standards.
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Concrete ceiling over stage
Tošenovjan, Marek ; Šimůnek, Petr (referee) ; Perla, Jan (advisor)
This thesis is focused on the design of monolithic ceiling structure above the stage of the theater. The requirements for placement of an theatrical equipment are respected in the calculation of internal forces. Special emphasis is placed on the calculation of support moments in a partial fixation of the ceiling frame in a reinforced concrete wall. The structural design is limited by deflection limits affecting the functionality of theatrical equipment.
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