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Pension for Seniors
Vítek, Jan ; Ing.Jaroslav Kavka (referee) ; Čuprová, Danuše (advisor)
This Diploma´s thesis proceses topic Pension for Seniors. The object is situated in Božetěchova street in Brno-Královo Pole. This house is new building, three-floored and partial basemented. Basement is a technical floor. On the first floor are spaces of services and offices. On the second and the third floor are situated twenty-eight flats. Shape of the house is „L“ and its basic dimensions are 39,0 x 38,0 meters. The building is finished with a single layered flat roof. Height of house is 10,715 meters. The base structures is of conrete C16/20. The bearing walls on 1S are of monolithic reinforced concrete. Other Bering construction system is used of Porotherm. The staircase structure consists is of monolithic reinforced concrete.
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Evaluation of the load-bearing capacity of micropiles using various methods
Tarbajová, Mária ; Miča, Lumír (referee) ; Chalmovský, Juraj (advisor)
The work focuses on the description of various domestic and foreign methods that can be applied to calculate the load-bearing capacity of micropiles in cohesive and cohesionless soils. The main goal of this work is to determine the values of the load-bearing capacity of micropiles on two specific cases, while in the first case it is a cohesive and in the second case a cohesionless soils. Subsequently, the comparison and evaluation of the used methods of calculation with the results of load tests.
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House of Culture Brno countryside, Civil technical project
Fišer, Jiří ; Rychtecký, Martin (referee) ; Kovářová, Barbora (advisor)
The subject of the master´s is the construction and technological preparation of a house of culture reconstruction. For the construction project it is made a technical report, a estate road layout, a preliminary design of technological implementation, a site equipment, a time and financial schedule, a design of the main building machines and mechanism, technological specifications and test plan. The other topic is a contract of work, a project budget, a comparison of roof production technology and a special topic is a structural analysis of roof girder.
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House of Culture Brno countryside, Civil technical project
Fišer, Jiří ; Rychtecký, Martin (referee) ; Kovářová, Barbora (advisor)
The subject of the master´s is the construction and technological preparation of a house of culture reconstruction. For the construction project it is made a technical report, a estate road layout, a preliminary design of technological implementation, a site equipment, a time and financial schedule, a design of the main building machines and mechanism, technological specifications and test plan. The other topic is a contract of work, a project budget, a comparison of roof production technology and a special topic is a structural analysis of roof girder.
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Evaluation of the load-bearing capacity of micropiles using various methods
Tarbajová, Mária ; Miča, Lumír (referee) ; Chalmovský, Juraj (advisor)
The work focuses on the description of various domestic and foreign methods that can be applied to calculate the load-bearing capacity of micropiles in cohesive and cohesionless soils. The main goal of this work is to determine the values of the load-bearing capacity of micropiles on two specific cases, while in the first case it is a cohesive and in the second case a cohesionless soils. Subsequently, the comparison and evaluation of the used methods of calculation with the results of load tests.
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Pension for Seniors
Vítek, Jan ; Ing.Jaroslav Kavka (referee) ; Čuprová, Danuše (advisor)
This Diploma´s thesis proceses topic Pension for Seniors. The object is situated in Božetěchova street in Brno-Královo Pole. This house is new building, three-floored and partial basemented. Basement is a technical floor. On the first floor are spaces of services and offices. On the second and the third floor are situated twenty-eight flats. Shape of the house is „L“ and its basic dimensions are 39,0 x 38,0 meters. The building is finished with a single layered flat roof. Height of house is 10,715 meters. The base structures is of conrete C16/20. The bearing walls on 1S are of monolithic reinforced concrete. Other Bering construction system is used of Porotherm. The staircase structure consists is of monolithic reinforced concrete.
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