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Multifunctional building
Slatinská, Michaela ; Ruber, Lukáš (referee) ; Brukner, Bohuslav (advisor)
The aim of the Diploma thesis is elaboration of design documentation for execution of an multifunkcional building.It is a building with four above ground floors and one partly under-ground floor. In the underground floor, individual garages are designed. The entrance is on the first floor, where there are also business premises. Office space is located on the second floor, and flats are placed on the third and fourth floors. The roof above the 4th floor is designed as flat roof. The underground part of the building and some other structures are designed from concrete. The other load-bearing masonry is made of ceramic blocks. The partitions are made of plasterboard or ceramic fittings. The shafts are also made of plasterboard. The ETICS system is used on the facade. The ceiling structures are monolithic reinforced concrete slabs. The roof is made as an extensive green roof.
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Load bearing reinforced concrete structure of flat building
Ruber, Lukáš ; Kadlec, Jaroslav (referee) ; Girgle, František (advisor)
The aim of bachelor thesis was to design and assess reinforced concrete floor slab on a typical floor of flat building, which has been specifically selected second floor. Slab is locally supported by restraint concrete columns without collumns head. On the short sides is also reinforced concrete walls. These walls also serves as reinforcing. To calculate the internal forces were used calculation software RFEM 5. It was controled by method of summary moments with subsequent comparation of results. The Slab was rainforced by flexural longitudinal load-bearing reinforcement and around columns is placed shear reinforcement against slab extrusion by column. Part of this work is also drawing documentation of proposed solution.
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Load bearing reinforced concrete structure of apartment house
Ruber, Lukáš ; Krůpa, Pavel (referee) ; Girgle, František (advisor)
The subject of this diploma thesis is the design of the underground parts of the building. Part of this thesis is to comapare alternative designs and subsequentli evaluate the interaction of the upper structure with subsoil and pile fundantion. A detailed static assessment and implementation documentation is then prepared for the selected variant. The design of the base plate and reinforced concrete walls of the underground section are designed with respect to the crack width according to the principles for designing the white box. The theoretical part contains principles for designing and implementing a white box and evaluating design variants.
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Assessmen of ROI in a Passive and Standard House
Ruber, Lukáš ; Čech, Josef (referee) ; Hrdlička, Tomáš (advisor)
The thesis deals with the assessment of the return on economic investment in passive house compared to the low-energy (standard) house. The thesis deals with the issue of passive house, development, conception and division of structural parts including used materials. Their advantages, disatvantages and possibilities of use in construction are briefly discussed. The main part of the thesis focuses on the economic return on investment in passive house. Based on a detailed calculation, the costs for two buildings in low-energy and passive standards are quantified here. The passive standard is achieved by various design modifications. All this is supported by software calculation of annual energy consumption. The return on such an investment is then determined in more ways from this balance sheet, taking into account the evolution of energy prices.
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Multifunctional building
Slatinská, Michaela ; Ruber, Lukáš (referee) ; Brukner, Bohuslav (advisor)
The aim of the Diploma thesis is elaboration of design documentation for execution of an multifunkcional building.It is a building with four above ground floors and one partly under-ground floor. In the underground floor, individual garages are designed. The entrance is on the first floor, where there are also business premises. Office space is located on the second floor, and flats are placed on the third and fourth floors. The roof above the 4th floor is designed as flat roof. The underground part of the building and some other structures are designed from concrete. The other load-bearing masonry is made of ceramic blocks. The partitions are made of plasterboard or ceramic fittings. The shafts are also made of plasterboard. The ETICS system is used on the facade. The ceiling structures are monolithic reinforced concrete slabs. The roof is made as an extensive green roof.
|
|
|
Assessmen of ROI in a Passive and Standard House
Ruber, Lukáš ; Čech, Josef (referee) ; Hrdlička, Tomáš (advisor)
The thesis deals with the assessment of the return on economic investment in passive house compared to the low-energy (standard) house. The thesis deals with the issue of passive house, development, conception and division of structural parts including used materials. Their advantages, disatvantages and possibilities of use in construction are briefly discussed. The main part of the thesis focuses on the economic return on investment in passive house. Based on a detailed calculation, the costs for two buildings in low-energy and passive standards are quantified here. The passive standard is achieved by various design modifications. All this is supported by software calculation of annual energy consumption. The return on such an investment is then determined in more ways from this balance sheet, taking into account the evolution of energy prices.
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|
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Load bearing reinforced concrete structure of apartment house
Ruber, Lukáš ; Krůpa, Pavel (referee) ; Girgle, František (advisor)
The subject of this diploma thesis is the design of the underground parts of the building. Part of this thesis is to comapare alternative designs and subsequentli evaluate the interaction of the upper structure with subsoil and pile fundantion. A detailed static assessment and implementation documentation is then prepared for the selected variant. The design of the base plate and reinforced concrete walls of the underground section are designed with respect to the crack width according to the principles for designing the white box. The theoretical part contains principles for designing and implementing a white box and evaluating design variants.
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|
|
Load bearing reinforced concrete structure of flat building
Ruber, Lukáš ; Kadlec, Jaroslav (referee) ; Girgle, František (advisor)
The aim of bachelor thesis was to design and assess reinforced concrete floor slab on a typical floor of flat building, which has been specifically selected second floor. Slab is locally supported by restraint concrete columns without collumns head. On the short sides is also reinforced concrete walls. These walls also serves as reinforcing. To calculate the internal forces were used calculation software RFEM 5. It was controled by method of summary moments with subsequent comparation of results. The Slab was rainforced by flexural longitudinal load-bearing reinforcement and around columns is placed shear reinforcement against slab extrusion by column. Part of this work is also drawing documentation of proposed solution.
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