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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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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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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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Sports and Relaxation Centre Za Lužánkami, Brno
Julínek, Roman ; Kotek, arch Jakub (referee) ; Odvárka, Antonín (advisor)
The architectural-urban study of the sports and recreational centre Za Lužánkami in Brno deals with the complex design of the sports and recreational complex. At present, the area of the former Boby Centre is in a poor condition. Fully functioning buildings in the area are a hotel, a concert hall and a tennis hall with outdoor courts, while the remaining buildings and areas, led by the football stadium, are dilapidated and do not fulfil their potential for public life. I approached the assignment as a solution to a complicated problem with many variables. The design provides a clear definition and morphology of the buildings, living, sports and recreational areas, including green spaces. It helps to social interaction and induce new contacts between people. It addresses the needs of current and future generations of residents. Connects and links to the transport infrastructure of the neighbourhood at all levels. Refers to the past and thus preserves in all respect the famous sporting genius of the locus to which it adds its own distinctive added value. Based on the design concept, a study has been carried out that takes advantage of a quality site in an attractive location in the city and offers a range of sports and recreational facilities. The main idea behind the design was to connect and relate the area to its surroundings. To offer a high quality public realm that will appeal to as many residents as possible across all generations through its range of functions and focus. Proportionate to its size and importance, several masses and objects were designed to divide the large area into smaller interconnected units. Each area has its own face, its own content and its own typical atmosphere that will win over its users. A good public space can be recognised by the way its users treat it. It becomes a mirror of society. If the design listens to the wishes and needs of the majority of the inhabitants, it becomes useful and sustainable at any time.
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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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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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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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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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Construction technology project of the area for sports purposes in Hradec Králové
Dyntar, Lukáš ; Doubek, Rostislav (referee) ; Biely, Boris (advisor)
The aim of my master thesis is to solve a construction and technological project of a sports complex in the regional city of Hradec Králové. The content of the thesis is a technical report for the construction and technological project, solution of wider transport relations, calculation of the construction according to THU, time and financial plan of the construction, study of the implementation of the main technological stages, design of the construction site equipment, design of the main construction machines and mechanisms, time plan for the rough construction SO 01, itemized budget for the rough construction of SO 01, technological regulation for monolithic reinforced concrete ceilings SO 02, inspection and testing plan for monolithic reinforced concrete ceilings SO 02, safety aspects of construction, source limits, traffic signs near the construction site, noise study, LEED 2009, schematic section of the temporary entrance, alternative floor solution for SO 01.
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