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Reinforced concrete structure of residential building
Vilímek, Václav ; Girgle, František (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the design and assessment of the reinforced concrete ceiling structure of an apartment building. The design of the structure was carried out using SCIA Engineer using the finite element method and subsequently verified by manual calculation. The design of the structures was carried out according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of the work is the design of the reinforced concrete floor slab and staircase. The scope of the work was made in a BIM-compatible design.
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Structure of apartment building – selected elements
Kanichová, Barbora ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of the bachelor thesis is selected construction elements of low-rise apartment building. Reinforced concrete slab of the upper floor is solved in this thesis. The requirement to limit the propagation of impact noise from the staircase to the building and thermal bridge interruption was taken into account in the design of the construction. The deformation of the ceiling structure was verified regarding the integrity of the deposited infill structures. RFEM 5.18 software is used to solve internal forces. All the calculation are performer according to ČSN EN 1992-1-1 and ČSN 73 1201.
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Supporting structure of a polyfunctional house
Reinoha, David ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.
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Reinforced concrete structure of residential building
Vilímek, Václav ; Girgle, František (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the design and assessment of the reinforced concrete ceiling structure of an apartment building. The design of the structure was carried out using SCIA Engineer using the finite element method and subsequently verified by manual calculation. The design of the structures was carried out according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of the work is the design of the reinforced concrete floor slab and staircase. The scope of the work was made in a BIM-compatible design.
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|
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Structure of apartment building – selected elements
Kanichová, Barbora ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of the bachelor thesis is selected construction elements of low-rise apartment building. Reinforced concrete slab of the upper floor is solved in this thesis. The requirement to limit the propagation of impact noise from the staircase to the building and thermal bridge interruption was taken into account in the design of the construction. The deformation of the ceiling structure was verified regarding the integrity of the deposited infill structures. RFEM 5.18 software is used to solve internal forces. All the calculation are performer according to ČSN EN 1992-1-1 and ČSN 73 1201.
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|
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Supporting structure of a polyfunctional house
Reinoha, David ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.
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