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Technological stage of roofing the winter stadium in Vyškov
Novotná, Nicolette ; Jílek, Jan (referee) ; Diaz, Yvetta (advisor)
The bachelor's thesis deals with the technological process of roofing the ice surface at the winter stadium building in Vyškov. It is a system arch construction. The work contains a technical report focusing on the given stage, budget, technological regulation, construction site equipment, machine design, time schedule and other technical documentation according to the assignment.
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Optimization of air conditioning of the ice stadium
Zach, Daniel ; Rubinová, Olga (referee) ; Blasinski, Petr (advisor)
This diploma thesis is divided into three parts: theoretical, calculation and experimental measurement. The issue of humid air and air-conditioning in winter stadiums is elaborately analysed in the theoretical part. In the calculation part, the dessertation focuses on the optimization of current draft of hockey hall air conditioning system. The hall is now in operation during the season, which means from September to March. In the dissertation are discussed two variants of the draft. The first variant is draft upgrade to year-round operation with condensing dehumidification. The second option is solved as a combination of air handler unit system and absorption dehumidification. This variant is also designed for seasonal and year-round operation of the ice rink. At the end of the dissertation are all of them compared in terms of annual costs. The experimental measurement is carried out on dehumidification of air from areas with high water gains, in this case swimming pool hall model. This problematics is solved by changing the speed of ventilator and using Peltier generator.
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Roofing of the winter stadium in Jihlava
Mátlová, Michaela ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of bachelor thesis is the design and check of the new steel (load-bearing) structure of the roofing of the winter stadium in Jihlava. The existing building has a irregular plan and the height of the columns is 12m. The new steel structure was designed with a width of 60m and a length of 96m. The load-bearing system consists of a spatial truss girder and rolled IPE purlins. The main load-bearing elements are made of S355 steel.
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Roofing of the winter stadium
Kašpír, Filip ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The subject of this bachelor thesis is the design and assessment of a steel roof structure of the winter stadium in the city of Olomouc. The new layout solution takes into account the current dimensions of the stadium. Ground plan dimensions of the structure are 101x73 m with the maximum height of 30.5 m. The main load-bearing part of the roof structure is represented by a truss, which has the shape of an arch. The arch is latticed. With an axial distance of the upper and the lower belt of 3.0 m and axial distance of the trusses of 5.0 m. Spatial rigidity is ensured in the transverse and longitudinal directions by stiffeners, which are distributed symmetrically. The bachelor thesis contains a static calculation of purlins, truss, gable wall and of joints. The whole roof structure is then clad with panels.
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Technological stage of roofing the winter stadium in Vyškov
Novotná, Nicolette ; Jílek, Jan (referee) ; Diaz, Yvetta (advisor)
The bachelor's thesis deals with the technological process of roofing the ice surface at the winter stadium building in Vyškov. It is a system arch construction. The work contains a technical report focusing on the given stage, budget, technological regulation, construction site equipment, machine design, time schedule and other technical documentation according to the assignment.
|
|
|
Optimization of air conditioning of the ice stadium
Zach, Daniel ; Rubinová, Olga (referee) ; Blasinski, Petr (advisor)
This diploma thesis is divided into three parts: theoretical, calculation and experimental measurement. The issue of humid air and air-conditioning in winter stadiums is elaborately analysed in the theoretical part. In the calculation part, the dessertation focuses on the optimization of current draft of hockey hall air conditioning system. The hall is now in operation during the season, which means from September to March. In the dissertation are discussed two variants of the draft. The first variant is draft upgrade to year-round operation with condensing dehumidification. The second option is solved as a combination of air handler unit system and absorption dehumidification. This variant is also designed for seasonal and year-round operation of the ice rink. At the end of the dissertation are all of them compared in terms of annual costs. The experimental measurement is carried out on dehumidification of air from areas with high water gains, in this case swimming pool hall model. This problematics is solved by changing the speed of ventilator and using Peltier generator.
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|
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Roofing of the winter stadium
Kašpír, Filip ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The subject of this bachelor thesis is the design and assessment of a steel roof structure of the winter stadium in the city of Olomouc. The new layout solution takes into account the current dimensions of the stadium. Ground plan dimensions of the structure are 101x73 m with the maximum height of 30.5 m. The main load-bearing part of the roof structure is represented by a truss, which has the shape of an arch. The arch is latticed. With an axial distance of the upper and the lower belt of 3.0 m and axial distance of the trusses of 5.0 m. Spatial rigidity is ensured in the transverse and longitudinal directions by stiffeners, which are distributed symmetrically. The bachelor thesis contains a static calculation of purlins, truss, gable wall and of joints. The whole roof structure is then clad with panels.
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Roofing of the winter stadium in Jihlava
Mátlová, Michaela ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of bachelor thesis is the design and check of the new steel (load-bearing) structure of the roofing of the winter stadium in Jihlava. The existing building has a irregular plan and the height of the columns is 12m. The new steel structure was designed with a width of 60m and a length of 96m. The load-bearing system consists of a spatial truss girder and rolled IPE purlins. The main load-bearing elements are made of S355 steel.
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