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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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To problems of effective and reliable design of crane girders
Kočařová, Jindřiška ; Juhás,, Pavol (referee) ; Rozlívka,, Lubomír (referee) ; Brodniansky,, Ján (referee) ; Melcher, Jindřich (advisor)
Recently the most often used crane runway beams designed from rolled HEA sections as multispan beams is the topic of this doctoral thesis. It deals with the study of real stress in the cross section focused on local stress analysis in the web of cross section due to eccentricities of wheal load and on the problems of stress analysis above the middle support of multi-span beams. First, the outline of crane supporting structures, currently used methods of implementation and available stress analysis methods are summarized. Than two parametrical studies of crane runway beam design depending on statical determination of the beam, crane span, crane wheelbase and chosen quality of structural steel are presented. Following part of thesis contains the stress analysis of crane runway two-span beam in its continuous part above the middle support on implemented crane supporting structure. Experiment of crane runway two-span beams actions above the middle support are described in the last part of the thesis. Closing part of thesis summarizes results.
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Industrial building
Michálek, Vojtěch ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
In the bachelor thesis a project for steel construction of an industrial hall in Brno area is developed. The extent of the ground plan of the hall is 30x63m with maximum height of 17,300m. The main load-bearing structural elements such as suspended purlin, truss bond timber, noggin pieces, solid-poles forming a cross linking with the bond timber, base and crane runway, are designed and considered in the static calculation. The statement of material and design documentation consisting of the design, cross-section, production drawing of a bond timber and selected details are part of the thesis.
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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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Steel Structure of Industry Hall
Kačírek, Michal ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of the bachelor thesis is to design a one-nave steel structure industrial hall in Jablonne nad Orlici with dimensions 63x30m and 15.0 m in height of the structure. In the hall, two overhead cranes with lifting capacity 32/8 tons and 20/5 tons are installed. The roof structure is designed in a variant of saddle roof with truss girder and truss purling with the function of the longitudinal roof bracing. The columns are solid panel fixed to the foundation pad. The main construction material is steel classed as S355. Spatial rigidity of the structure is provided by sway bracing and longitudinal bracing. Roofing is made of sandwich panels with polyurethane foam and trapezoidal sheet thickness of 0.9 mm. It is designed in accordance with the ČSN EN 1993.
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Steel structure of an industrial hall
Janoušek, Vít ; Milan,, Šmak (referee) ; Sýkora, Karel (advisor)
The diploma thesis contains design of steel one-aisle industrial hall with span 24 m, length 63 m and height of the holder of a crane track girder 8,7 m. In hall are two overhead cranes, first with load capacity 50 tons and second with load capacity 32 tons. Main structural material is steel S 450. Is processed several versions and one is processed in detail. Drawings contain platform and section of hall and manufacturing drawings of crane runway.
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Industrial building
Kočí, Petr ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
Bachelor thesis deals with proposal of a load-bearing steel structure of a single-bay hall in accordance with the space arrangement of the building with span of 24 m, length of 63 m and 8,7 m height of a modular crane cantilever. Two bridge cranes are designed with a load capacity of 12,5t and 32/8 t. Essential load-bearing element of the building are transversal frames designed in 12m distance formed by truss girder and solid columns cantilevered at the plane of a transversal main frame. Roof panels are fixed onto the parabolic purlins. Hall is located in the Ustí nad Labem region.
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Loading of the crane-runway girder
Vrbka, Dušan ; Fuis, Vladimír (referee) ; Suchánek, Miroslav (advisor)
The main purpose of this bachelor project is to solve Loading of the crane-runway girder. First of all, we located the possible dangerous places where we solved the running of Shear and moment diagrams which depends on distance of loading forces p from the beginning of the crane-runway. For the mathematic solutions, we used specialized software MAPLE. The main advantage of this software is the ability of the analytic analysis. We introduced the method of the solving the crane-runway girder on three supports. The final part shows the main results and highlights the most strained parts with suggestions for decrease loading level of strained parts.
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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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