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Industrial building
Nitková, Jana ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
The bachelor thesis contains design of steel one-aisle industrial building with span 24 m, lenght 63 m and height of the holder of a crane track girder 8,7m. There are two overhead cranes with load capacity 12,5 tons and 32/8 tons in industrial building. The structural material hall is made of steel S 235. The drawings includes transverse and longitudinal section, platform and manufacturing drawing of continuous truss.
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Load bearing structure of a tennis hall
Janoušek, Martin ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
This bachelor's thesis deals with design of the timber structure tennis hall. Plan dimensions of the hall are 56,4 x 48 m. In the highest point, height of the hall is 14,65 m. The structure is designed for the Třebíč. It is a three-hinged arch of glued lamineted timber. The axial distance of arches is 4 m. Arches are connected by purlins. Purlins are designed as simple beams. Articulated connection is made by pivotal connections.
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Rehabilitation and extension of the steel building
Výborný, Martin ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
Project deals with reconstruction and extension of steel structure according to the current norms while being focused on utilizing materials used in the original structure and on simple erection. It is about a former milk-drying factory with investor`s requirements to lower the height and increase the floor area. After the consideration of variants it was decided to select the one that provides the investor with the best economic results. Both modern software and manual calculations were used when designing the project.
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Footbridge
Smělíková, Petra ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The topic of my Bachelor's thesis is a static assessment of a bearing structure of a current footbridge which is also used for cycling. It is placed in Kunovice near Uherské Hradiště. The length of span is 28 meters. Its construction is solved as space framework with through-span. Main beam is truss structure with upper saddle flange. The height of beam in the middle of the span is 2.5 meters and above supports is 1.5 meters. The calculation is done either by hand or using calculation program Scia Engineer 2012.0.
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Load bearing structure of the hall
Žák, Ondřej ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
Bachelor's thesis solves the design and assessment of the load bearing structure of multipurpose hall. The building is designed as a single-storey, octagonal plan, with a shed roof. Construction of the hall consists of a set of frames. The supporting structure is designed in two versions - three-hinged frames with curved corners or as two-hinged frame with a large finger joint. The three-hinged frame option is solved in detail.
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Multi-function sports hall
Drexler, Martin ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
This thesis deals with the design of the construction of multi-funcion sports hall. Hall ground plan dimensions are 36 x 48 m. Height of the hall is 18 m. Sports hall is designed for common sports as handball, football, tennis, volleyball, basketball etc. Construction is designed in the Šumperk locality. It is a curved construction of glued laminated timber. The hall is made of cross- binding - triple joint arches in the shape of circle. Individual cross-binding are distanced 4 m. Arcs are connected by purlins. The stability of the whole construction is toughened by four areas.
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Sports hall
Návarová, Michaela ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The thesis proposal is developed wooden structure sports hall. The hall is designed for general sports (handball, football, tennis, volleyball, basketball). Plan dimensions of the hall are 26,5 m x 45 m and variable height.The structure is designed for the České Budějovice. Carrier enclosure is designed from the glued laminated wood with axial distance of 3 m Purlins are designed as simple beams with axial distance of 2,5 m and PUR sheathing panels are used. Articulated connection is made with steel pivotal connections.
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The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Možnosti a způsoby využití kalů a sedimentů z ČOV
ENVISAN-GEM a.s., Praha ; AGRO-EKO, Ostrava ; Výzkumný ústav vodohospodářský T.G. Masaryka, Praha ; Petrášková, L ; Vosáhlová, Simona ; Kyclt, Robin ; Holuša, Václav ; Pospíšilová, Eva ; Sýkora, Karel ; Sedláček, Miroslav ; Michalová, Marie
Současný stav v přípravě a diskusi o výhledovém nakládání s kaly a bioodpady v EU. Současný stav nakládání s čistírenskými kaly v ČR. Údaje o produkci a nakládání s kaly, produkce ostatních odpadů z ČOV v ČR. Charakteristika technického stavu kalového hospodářství v ČR. Prognóza vývoje následného využití/odstranění kalu z ČOV. Odhad investičních nákladů na kalové hospodářství s vazbou na nakládání s kalem podle zákona o odpadech. Nové trendy v nakládání s kaly. Dosahovaná kvalita kalů ve vztahu k limitům rizikových látek a platné legislativy.
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