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Kuřim tennis hall
Křivánek, David ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This bachelor thesis deals with the design and assessment of the steel structure of a tennis hall, which is located in the town of Kuřim. Floor plan dimensions are 40x84 m and construction height 16 m. The roof structure is designed as a purlinless system. The structure consists of 15 main trusses formed by arch trusses over an axial distance of 6 m. Spatial rigidity of the structure providing sway and longitudinal bracing. The trusses are interconnected by a system of longitudinal braces. The gable columns are pin-supported to the truss and do not transfer the load from the roof structure. The anchoring of main trusses and gable columns is designed as articulated with the base plate.
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Brno Tennis Hall
Szórád, Martin ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing steel structure of a tennis hall in Brno. The floor plan dimensions of the tennis hall are 36 x 72 m and a height of 10.2 m. The main load-bearing part of the structure consists of arched trusses with an axial distance of 6 m. The rigidity of the structure is ensured by transverse, longitudinal stiffeners and binding rafters. A wall cladding is placed on the gable columns. The steel used to design the structure is S235JR+AR.
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Technological project of an indoor tennis hall construction in Uherský Brod location
Něnička, Roman ; Venkrbec, Václav (referee) ; Diaz, Yvetta (advisor)
The thesis is focused on the technological project of an indoor tennis hall construction in Uherský Brod. It is completely embracing the construction of the hall in terms of a carcass with its roofing. It reveals a technical report that describes the construction with reference to the used construction materials, positioning in the site and looking into its impact of the building on the environment. The following aim of the thesis is also a design of a machinery needed to implement the object. It also shows an assessment of machines and mechanization transport routes in terms of road traffic, a time and financial plan of construction, a draft and design of the equipment construction site, an analysis of economic costs of the construction, a material resources plan for the construction, a technological regulation of a flat roof and a quality test scheme along the construction.
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Tennis hall in Brno
Brozmanová, Dagmar ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is structural assessment of the steel construction of tennis hall. The ground plan dimensions of this hall, located in Brno, are 66,0 x 42,0 m. The height of the structure above the ground is 13,539 m. The load-bearing structure consists of arched truss girders, which are anchored to concrete panels using pins. The distance between the arched truss girders is 6,0 m. The spatial rigidity of the structure is enshured with purlins and bracings. Front walls consists of columns and girts. The structure elements are made of steel class S235JR+AR. Wall and roof cladding consists of sandwich panels.
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Tennis Hall in Nové Město na Moravě
Pešák, Radek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of the bachelor's thesis is to design load-bearing steel assembly of tennis hall in Nové Město na Moravě. The hall is designed for 2 tennis courts. The object has oblong shape ground plan with span 34 m and 60 m in length. Transverse bonding is designed for 6 m. A roof structure is designed as a framework of cylindrical roof truss in which purlins are placed. The spatial toughness is secured by longitudinal and transverse stiffener. When designing the tennis hall valid standards ČSN EN have been used. The assembly was designed in RFEM program. The static calculation of main load-bearing components of the assembly was made, including joints and details.
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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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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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Tennis hall
Mynaříková, Alice ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The Bachelor’s thesis describes the design and check of the construction of a tennis hall. I have chosen the design of glued laminated timber in combination with solid timber. The plan dimensions of the hall are 23.275 x 67.375 m. The work includes by a technical report, a design calculation, a statement of material and design documentation. Next, the work deals with a special wall system.
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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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