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Single-family house
Jiříček, Zdeněk ; Donaťák, Vladislav (referee) ; Donaťáková, Dagmar (advisor)
This bachelor’s word deals with the process of a design documentation of a detached family house in a village called Janová. The building site is situated at the end of the family houses zone on the outskirts of the village. The house itself is located on the pot No. 905/105. It has two floors and no cellarage. The grounplan is going to be 21,7 metres in length and 7,4 metres in width. The basement is formed by the permanent formwork. The vertical framework beams are built of Porotherm Profi 24 and Porotherm Profi 30 systems, while the horizontal framework beams are built of Porotherm BN and make the ceiling. Wooden beams are used for the shelter. The roofs are flat covered by coating roofing.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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The Multipurpose Building in Popůvky
Pernica, Martin ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This diploma thesis deals with design of Multipurpose building located in the proximty of the town Popůvky u Brna. This buidling consists of 3 seperate structures. The first structure SO01 is intendet to be used for manufacturing an storage purposes. It is steel warehouse with plane dimensions 69,5 x 44 m. Height in the top is 10,4 m. The second structure SO02 is a 3 - storey steel building given up to office building. It's plane dimensions are 24,85x14,00 m. Height in the top is 10,69 m. The third structure SO03 is designed from timber and it's purpose is to serve as the company's showroom. It's plane dimensions are 20,08 x 21,05 m. Height in the top is 10,69 m.
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Load bearing structure of the hall
Žák, Ondřej ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
Bachelor's thesis solves the design and assessment of the load bearing structure of multipurpose hall. The building is designed as a single-storey, octagonal plan, with a shed roof. Construction of the hall consists of a set of frames. The supporting structure is designed in two versions - three-hinged frames with curved corners or as two-hinged frame with a large finger joint. The three-hinged frame option is solved in detail.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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Single-family house
Jiříček, Zdeněk ; Donaťák, Vladislav (referee) ; Donaťáková, Dagmar (advisor)
This bachelor’s word deals with the process of a design documentation of a detached family house in a village called Janová. The building site is situated at the end of the family houses zone on the outskirts of the village. The house itself is located on the pot No. 905/105. It has two floors and no cellarage. The grounplan is going to be 21,7 metres in length and 7,4 metres in width. The basement is formed by the permanent formwork. The vertical framework beams are built of Porotherm Profi 24 and Porotherm Profi 30 systems, while the horizontal framework beams are built of Porotherm BN and make the ceiling. Wooden beams are used for the shelter. The roofs are flat covered by coating roofing.
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The Multipurpose Building in Popůvky
Pernica, Martin ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This diploma thesis deals with design of Multipurpose building located in the proximty of the town Popůvky u Brna. This buidling consists of 3 seperate structures. The first structure SO01 is intendet to be used for manufacturing an storage purposes. It is steel warehouse with plane dimensions 69,5 x 44 m. Height in the top is 10,4 m. The second structure SO02 is a 3 - storey steel building given up to office building. It's plane dimensions are 24,85x14,00 m. Height in the top is 10,69 m. The third structure SO03 is designed from timber and it's purpose is to serve as the company's showroom. It's plane dimensions are 20,08 x 21,05 m. Height in the top is 10,69 m.
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Load bearing structure of the hall
Žák, Ondřej ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
Bachelor's thesis solves the design and assessment of the load bearing structure of multipurpose hall. The building is designed as a single-storey, octagonal plan, with a shed roof. Construction of the hall consists of a set of frames. The supporting structure is designed in two versions - three-hinged frames with curved corners or as two-hinged frame with a large finger joint. The three-hinged frame option is solved in detail.
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