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Tennis Hall in Bystřice pod Hostýnem
Pospíšilová, Vendula ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The bachelor thesis is focused on a proposal and a review of load-carrying steel structure of the tennis hall for 3 tennis courts. The construction is located in Bystřice pod Hostýnem. The hall contains 11 main frames spaced by 5.8 m. It is a building of a rectangular plan with a groud plan dimensions of 38.0 x 58.0 m. The main support system includes cylindrical lattice truss, purlins, longitudinal and transverse bracing which secure the spatial rigidity of the construction. For analysis was used the programme Scia Engineer.
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The steel roof structure of a tennis hall
Šašinka, Jakub ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
This bachelor thesis describes the design and assessment of steel structure of the roofing of the sports hall. The supporting structure of hall is 20.00 meters span, 39.80 m length and 11.99 m height. Main construction material is steel, grade S235. There were done 3 possible variants of the hall, from which one of them was calculated in detail. It is prepared by static analysis of the main load-bearing parts of the structure, including joints and details. The supporting structure of hall consists in the transverse direction from the curved spatial lattice structure made of steel circular tubes.
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Superior detached house
Ryšánek, Jakub ; Jarošová, Petra (referee) ; Utíkalová, Ivana (advisor)
This thesis deals with detached two-storey building with 1 apartment unit, staffed in sloping terrain in the administrative territory of Nový Jičín. The building is roofed by arch and green roof at different levels and is luxuriously equipped with an indoor swimming pool and sauna.
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Steel structure of a military museum
Šašinka, Jakub ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The diploma thesis describes the design and assessment of steel structure of the roofing of the military museum in Králíky. The supporting structure of hall is 40.00 meters span. The total layout are 55.93 x 72.04 m, building height 11.43 m, 16.11 m pylon height. Main construction material is steel, grade S355, secondary constructions are made from steel grade S235, rods are made from steel grade S460. I did optimization of steel structure and chose the best option. For this option I made detailed structural analysis. It is prepared by static analysis of the main load-bearing parts of the structure, including joints and details. The supporting structure of hall consists in the transverse direction from the curved spatial lattice structure made of steel circular tubes which hang on rods on a sloped pylon. Part of the report is open-air roofing.
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Steel load-bearing structure of a sport hall
Cejpek, Martin ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The main target is to design and assess the steel structure of a tennis hall. The steel structure is rectangular shaped, single-nave, with a 24 m span and 48 m length (without hanging gable walls). An analysis of two solutions of the supporting structure was performed. The first variant is a pin-supported truss girder connected to columns fixed in the transverse direction and an alternative is a frame construction. Both variants were compared and the amount of steel was found. The selected option was developed in greater detail.
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Steel construction of an exhibition pavilion
Wawreczka, Karel ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.
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Detached house with a café
Šoulová, Eva ; Rybaková, Anna (referee) ; Utíkalová, Ivana (advisor)
The bachelor´s work concerns a new building of double floored slab detached house with a café. The object is designed in the community of Hradec Králové. Ground plan of object is constituted by two mutually moved rectangles. Café is situated in a single floored part of object, oriented to the east. Parking spaces are designed at the entry to café. Housing unit is situated in a double floored part of object, oriented to the west. The object is roofed by arched roof with inclination 2-18 %. Facade of café is covered by stone facing, there are plasters on other facades.
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Residential Building
Kozák, Jiří ; Němeček, Martin (referee) ; Sukopová, Dáša (advisor)
The Bachelor thesis deals with the processing of project documentation in the municipality Hutisko – Solanec. The project documentation and attachments are processed according to the current legislation, regulations and standards. The apartment building is situated on a parcel 362/1, which falls within the cadastral area of Hutisko – Solanec. The land is linked to the transport and technical infrastructure. This apartment building consists of four residential units. Each unit is designed for housing of 4 to 5 people. In the basement there are parking spaces for each apartment one. The ground area of the building is 308 square meters. The supporting structure is designed from the POROTHERM. The building is covered by an arched roof and the supporting structure consists of trusses. The apartment building is situated on a land slope and is embedded into it.
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Adaptation of Radost building, Brno
Janováč, David ; Zumr, David (referee) ; Müller, Jan (advisor)
The subject of the masters thesis was a proposal of the adaptation of the existing historic and listed building „Radost“ in Brno on Cejl street. Within the whole adaptation, appart from the change of use, has been dealt with the structural, material and technical solution. Due to the consistent architectural transformation, which is aimed at a vigorous restoration of the signifikance of the building.
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Steel construction of an exhibition pavilion
Wawreczka, Karel ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.
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