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Steel load-bearing structure of a sport hall
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The project's purpose is to create a design of a steel load-bearing structure of a sports hall with a floor plan measuring 30 x 63 m in dimension. The structure will be used for common indoor sports and consists of main trusses with parabolic chords and piston rods. The trusses are pinned on columns. The centre to centre spacing between the trusses is 9 m. The Columns are fixed to their bases.The Rigidity of the main frame is ensured by a sway and longitudinal bracing system. All bars are rolled steel profiles and are designed according to current ČSN EN standards. All elements are made from class S 235, S 355 or S 460 steel.
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Proposal of advertising concept for sport hall TJ Sokol Praha Vršovice
Pelikán, Lukáš ; Voráček, Josef (advisor) ; Crossan, William Morea (referee)
Title: Proposal of advertising concept for sport hall TJ Sokol Praha Vršovice Objectives: The main aim was to colect information about using advertising space in sport halls in top leagues in Czech republic and then build an advertising concept for sport hall TJ Sokol Praha Vršovice based on collected data. Methods: There were used both methods of analysis qualitative and quantitative - observation, document analysis, interview. Results: The results of a repeated analysis showed an advance in use of advertising space in handball sport halls. Collected data were compared to advertising space options of chosen sport hall. The result was advertising concept regarding to options of chosen sport hall and financial opportunities of team. Keywords: handball, sport hall, advertisement, sport advertisement, advertising concept
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Building services of near zero energy buildings
Šťastný, Radek ; Tůmová, Eliška (referee) ; Hirš, Jiří (advisor)
Master´s thesis is focusing on zero energy building with technical equipment. The building was built in 70. decade of last century. It has been using for sport and cultular events until these days. Restaurant was connected to sport hall. First part is focusing on zero energy building and technical equipment, their using, combination and optimal connecting in systém. Second part solving how many fotovoltaic panels must be in the system to reching economic advantage. In third part is solving how to connecting fotovoltaic panels to the system.
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Multipurpose Sport Hall
Bém, Miroslav ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the master’s thesis is design and assessment of multipurpose sport hall structure. located in Moravské Budějovice. The hall has rectangular ground plan and it is 40 m wide and 48 long. The proposal is developed in four variants according to ČSN EN. Structure is composed of rolling sections and tubes. The main bearing components are arched trusses. In both gable walls are designed steel truss columns. Structure has been accomplished by Scia Engineer 14 and hand computation
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Sport hall in Jihlava
Milich, Marek ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-chcecked with a hand assessment of the structure elements.
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Steel structure of sportshall roof
Altoff, Tomáš ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor thesis deals with the design and static assessment of steel structure of sports hall roof. The object has a ground plan in the shape of a rectangle. The length of the sport hall is 58,5 m, width of structure is 44,0 m and the height is 13,995 m. The object is situated in the Ostrava city. There were done three variants of the hall. One of them was assessed in detail. The supporting structure is made up of lattice trusses in the shape of the circular arch. The main structural element is steel grade S235.
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Hall for Sport Purposes in Lipník nad Bečvou
Kožík, Jiří ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This bachelor´s thesis " hall for sport purposes in Lipník nad Bečvou" is processed in the form of project documentation according to applicable regulations. It is a steel hall. It is designed as a single-storey, one-bay with a gable roof. The hall is located in Lipnik nad Bečvou..Main structure consists of portal frames, which is stored on restraint articulated on concrete footings.
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The steel roof structure of a hall
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Olomouc. The plan dimensions of the hall are 55,0 x 35,0 m and height is 15,0 m. The solution is chosen from two preliminary variants. The roof construction is on the cross-section formed by the unbalanced circular arc. The main load bearing structure is created by planar circular lattice frames with height 1,8 m, which are hinged on the columns at one side, and on the other side tailed to the underlying structure. Between main bearing arches are solid purlins, which are radially arranged. Spatial solidity is provided by transverse and longitudinal bracings.
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The steel roof structure of a sport hall
Frank, Ivo ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Jihlava. The plan dimensions of the structure are rectangural 45.200 x 40.300 m. The height of the structure is 15.150 m. The hall is designed by cylindrical roof. The main load bearing structure is created by arch lattice frame. The width of the frame is 40.300 m. The spacing of frames is 9.000 m. Frames are connected by lattice purlins‘. Purlins’are arranged radially. Longitudal rigidity of the structure is provided by transverse wind braces and upper beams of the purlins‘. Roof covering is made of roof panels laid directly on the purlins‘. The cladding is made of panels too. In the front of the structure is the cladding made by self-supported structure, which is not part of this thesis.
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