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Design and static analysis of the sports hall roof
Chudějová, Ludmila ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
This bachelor thesis deals with design and static analysis of sports hall roof. The program Dlubal RFEM 5.11 were created models of plane frames and calculated using the finite element method. These models were compared with each other. The values of internal forces were taken from RFEM program. Subsequently, one of the load cases was verified by manual calculation.
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The technological phase of roofing Otevřená zahrada construction in Brno
Marková, Veronika ; Čech, David (referee) ; Venkrbec, Václav (advisor)
The subject of the thesis is solving roofing of counseling center NNO Údolní (Otevřená zahrada v Brně) . It is a flat green roof of administrative building. For that phase is handled by a engineering report, assessment transport routes, bill of quantities and itemized budget, technological prescription, design of site equipment, construction schedule, design of machine assembly , inspection and quality plan and work safety. It also includes a drawing of the site.
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Solutions to the Technological Stage of the Roof of the Winter Stadium in Litomysl
Kynclová, Veronika ; Liška, Pavel (referee) ; Mohapl, Martin (advisor)
Bachelor´s thesis deals solutions to the technological stage of the roof of the winter stadium in Litomysl. The work includes the technical report, drawing of the situation, statement of assessment, technological specification, drawing of the devide construction, schedule, proposal engineer reports, inspection and test plan, health and safety, ekonomic assessment of transport and itemized budget.
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The steel construction of a volleyball hall
Polerecká, Katarína ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of this work is design and assessment of the steel roof structure of the hall object designed for volleyball training and events located in Brno. Ground plan dimensions are in the shape of a rectangle with a floor space 30 x 40 m. The hall consists of 9 cross-lenks spaced by 5 m. The truss girders are arc-shaped, pinned on column. Structure is divided into two areas with hight diference of 6 m. Spatial stiffness is ensured by a system of longitudinal, diagonal strut and purlins.
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Alternative Solution of Roofing for Apartment Building in Brno
Voráčová, Tereza ; Venkrbec, Václav (referee) ; Nečasová, Barbora (advisor)
The subject of this bachelor thesis is a solution of technology stage of roofing for apartment building in Brno. The bachelor thesis includes technological regulations, proposal of mechanical assembly, engineering report of site equipment, engineering report, solution of transport relations, safety and health plan, control and test plans, budgets and time schedules. Purpose of this thesis is to compare selected variants in terms of money and time.
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To Dvur Kralove by train - Transfer Terminal in Dvur Kralove nad Labem
Stibůrková, Nikola ; Svojanovský, Viktor (referee) ; Žalmanová, Petra (advisor)
The project deals with the architectural and urban design of the new transport terminal in Dvůr Králové nad Labem. The terminal has to associate the current bus lines and also the train, which is newly brought to the city by the tracks of the existing siding. The location of the terminal is the prime impetus for the development of the entire adjacent site. The site is influenced by busy transport and the surrounding area, which consists of industrial plants, a supermarket hall and fragments of the original buildings. The proposal works with the current situation and existing barriers but is open to future changes in the territory. The individual buildings are located on the imaginary axis leading from the parcel to the city center and thus direct pedestrian movement in the intended direction. The transport solution follows the current location of the sink leading to the heating plant, to which the bus transport circuit is added. In the circuit´s center, a pleasant space for waiting and safe transfer between lines is created. Trains and buses have a common main building that hides all necessary terminal functions. The terminal is also connected with newly designed public space where the markets and city festivals can be held. This space, amongst other functions of the terminal therefore serves not only passengers but also the inhabitants of the city.
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Roofing of Athletic Hall
Potůčková, Simona ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of this diploma thesis is a design of two versions of bearing roof construction of the athletic stadium in Brno and a smaller side roofing of changing rooms. The building has rectangular plan of dimension 67 x 102 m and the side construction has also rectangular plan of dimension 61x 8 m. The minimum height is given by requirements of various athletic sports. Material used for the main construction is steel strength class S355 and for the side construction it is steel strength class S235. All the calculations are according to valid norms ČSN EN.
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Winter Stadium in Olomouc
Tomčíková, Lucie ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is static verification and the desing of two options of a roofing of the winter stadium in Olomouc. The object has a rectangular plan of dimension 68 x 100 m, the minimum clearance is given by requirements of the operation of winter sports. Steel construction is made of steel strength class S355. The calculations are made according to valid norms ČSN EN.
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The load bearing steel building structure of the gym for ball games
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
Work includes design of steel structure of the single- object sports hall , which is designed for sports activities around the city of Brno . Building plan dimensions are 30 x 48 m. The main structure is formed with the help of a planar cross ties . Crosslink forming trusses which are on both sides hinged on fixed columns . The main beam is made of trusses , which have an arch shape with the construction height max. 4 m composed of a single arc. Crosslinks are spaced 6 m . The spatial rigidity provides a system of longitudinal and transverse stiffeners . The structure is designed as a purlin . All the truss rods are tubular profile , the draft of which is made according to standards EN . The columns are made of rolled profiles HEB . As a material of bearing elements is steel class S235 .
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The storage hall in Olomouc
Balhar, Martin ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
This thesis deals with design and static assessment umbrella structure warehouse in Manchester. The hall has a footprint of 60x30 rectangular shape. The hall is designed in three variants. Option 1 is lattice girder from steel S355, Option 2 is a solid panel truss of steel S355 and the last option is the lattice truss steel S235. The roof is gabled with a skylight in the middle. Roof slope is 3%. Static analysis calculation is performed in the student version of Scia Engineer 2015.2.
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