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Hall for Metal Production with Administrative Building
Kaňok, Vojtěch ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This diploma thesis deals with the design of a metalworking shed with its adjacent administrative center. Both objects are statically independent. The buildings are located in the town of Bučovice. The dimensions of the shed are 54,78x72,58 m. There is an overhead crane situated in the middle wing. The shed‘s height is +11,62 m. The administrative building has L-shaped plan. Its dimensions are 27,62x8,13 m (the wider part is 15,63 m). The design of the administrative object has two variants. Both variants have composite steel-concrete ceiling structure. The heights of the objects are +11,20 m (A variant) and +18,20 m (B variant). For the A variant, drawings were also drawn up with the design and assessment of structural details and anchoring.
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Prefabricated reinforced concrete hall with crane track
Velecký, Tomáš ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
This bachelor thesis is focused on static solution of prefabricated reinforced concrete hall with crane runway. Specifically, the cross-section of the hall, which consists of rectangular columns and a T-profile reinforced concrete truss, is solved here. The load on the structure is transmitted to the subsoil by calyx-reinforced concrete pavements. The bachelor thesis deals with the design and assessment of individual structural elements. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the bachelor thesis are drawn drawings of the assembly of parts, shapes and reinforcement of individual parts.
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Glazier's Hall
Kelar, Petr ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor's thesis deal with structural design of Glazier's hall. Dimension of the hall are 9,24 m x 24,51 m. The basic material is steel S355. The main frame is three-hidged frame. Each frames are connected by the purlins and girts. Spatial rigidity of the structure is provided by the rigid frame corners and sway bracings. Part of the design is crane runway for bridge crane from Demag company with load capacity of 5 t. Structure i designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.07.03 of Dlubal company.
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Horečky
Potůčková, Kristýna ; Mašek, Radomír (referee) ; Marek, Jiří (advisor)
The matter of the Horečky project is complex called Art in Horečky,which is complex strategy how to get the people interested in arts to the area. Project designs gallery, house for artist, artistic path in nature...
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Strenghtening of the load bearing parts of the production hall
Čížová, Kateřina ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the strenghtening of the supporting parts of the production hall in Drásov. In the first part the existing load bearing capacity of the structure is solved. The next step is to design of strenghtening variants for nonconforming columns and short corbel. Columns and short corbel are strenghtening with monostrand. At the end of the thesis, verification of the load bearing capacity of the strenghtening structure is performed.
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Production hall
Londa, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis deals with steel structures of industrial building with the arrangements of the building with a span of 18 m, a length of 18 m and a corresponding height of cantilever of a crane track girder is 6,6 m. In the hall are considered two cranes with a capacity of 20/5 t and 32/8 t. The structures is designed for the district of Olomouc.
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Production hall
Paroulek, Adam ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
This thesis contains design and assessment of main construction elements one-aisle steel production hall. Spatial arrangement of hall is span 18 m, length 63 m, and height of hall is corresponding to the height of a holder of a crane track girder 12,3 m. Main structural materials are steel S235 and S355. In the hall are two overhead cranes, the first one with load capacity of 32 tons, and the second one with load capacity of 20 tons.
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Survey and Diagnostics of Reinforced Concrete Structure
Filipu, Martina ; Heřmánková, Věra (referee) ; Anton, Ondřej (advisor)
The master´s thesis deals with concrete properties and it introduces problematics of building survey. In each part the study deals with diagnostic methods used for building construction. Then it closely examines selected methods, which are used for recognisability of steel reinforcement in concrete. In the practical part I conducted two engineering surveys of reinforced concrete industrial buildings. The main aims were to identify the position of reinforcement in selected elements of crane runway and to evaluate the quality of used concrete. The last part of thesis is focused on static assessment of short corbel of crane runway.
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Structural design of the testing centre
Růžička, Martin ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The master´s thesis concerns with the design of the construction of the testing centre. The hall is divided in two parts, in one of those parts the office rooms are located. The precast concrete frame of the hall is composed by foundation pads, columns, secondary beams and crane beams, precast slabs, and prestressed girders. The thesis contains report, structural design, drawings of floor plans and sections, drawings of formwork and reinforcement, visualization and steps of construction.
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Steel load-bearing structure of an industrial hall
Jaroš, Jakub ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The bachelor´s thesis contains design of one-aisle industrial hall with span of 24 m, length of 72 m and height of the holder of craneway 9 m. In hall there are two cranes, first one with load capacity of 32/8 t and second one with load capacity of 12,5 t. The roof structure is designed as a system of truss girders and truss purlins. Spatial rigidity of the structure is secured by bracing. Main structural material is steel S235 JR+AR ČSN EN 10025-2. Drawings contain flor wiew and sections of hall and manufacturing drawings of truss.
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