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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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Belt conveyor for brown coal
Bezděk, Marek ; Pokorný, Přemysl (referee) ; Malášek, Jiří (advisor)
The main key in this bachelor thesis is to calculate and design conveyor belt for transport of brown coal for the transport capacity of 140,000 kg per hour and the height difference of 10,5 m and axial distance between the drums at the both ends of 50 m. First part of the work is focused on the main parts of the conveyor belt construction. Then follows the part with the calculation of conveyor belt according to norm ČSN ISO 5048, which is then used for designing of the main parts of the conveyor belt and its dimensions. The thesis is extended by the required technical drawings.
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Design of steel-concrete composite structure of road box girder bridge on by-road of Bludov
Kuba, Michal ; Marván, David (referee) ; Nečesal, Petr (advisor)
The aim of this work is design and assessment of the box-girder road bridge on by-road of Bludov. Bridge is designed as composite steel concrete bridge with 5 spans with distances between supports of 31,25 m; 40,0 m; 60,0 m; 60,0 m and 40,35 m. Main bearing structure is designed as open steel box-girder with reinforced concrete deck. Box girder is braced with longitudinal and transversal bracings. Main structure is separated for each traffic direction. The bridge crosses river Morava and railway in 2nd and 3rd span, respectively. The category of road I/44 is S 21,5/100. The height of steel box girder is designed as 2,5 m. Bridge will be built by incremental launching method, with in-situ casted concrete deck afterwards. The bridge is designed according to current standards. Supporting elements are designed from steel of class S 355 and concrete of class C35/45.
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Static design of the structure composed of combination of steel and structural glass
Potůčková, Simona ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The objective of the bachelor thesis is to design the load-bearing construction system and its cladding made of a combination of steel and structural glass and to verify its sufficient resistance. The object has rectangular floor plan with dimensions of 7,5x10,5 m and and its total height is 24,5 m. The building is located at the suburban area of the city Ostrava, precisely Ostrava Poruba. The construction is composed of a ground floor and six upper floors. The main load-bearing system consists of steel frame formed by six tubular columns connected beams and sway bracings ensuring the spatial rigidity of the structure. The object was designed according to currently valid standards using ULS and SLS verification.
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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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Steel Load-bearing Structure of a Car Showroom and Repair Centre
Thomanková, Lucie ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are glass. Climatic load is intended for locality Ostrava.
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Construction technology study stage assembly of reinforced concrete load-bearing structure of the hall
Hubáček, Lukáš ; Venkrbec, Václav (referee) ; Diaz, Yvetta (advisor)
The object of work is a stage of assembly of reinforced concrete supporting structure construction of universal hall with annex within the project Technology Park Holešov. The property consists of indoor and part two-storey annex. The thesis contains a technical report object, situation, including wider relations routes, itemized budget including bills of quantities, technological specification for mounting the skeleton, the principles of organization of construction, the timetable proposed mechanical assembly, inspection and test plan and occupational safety and health.
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Renovation of escalator
Kobzík, Martin ; Šebesta, Luděk (referee) ; Pokorný, Přemysl (advisor)
This master's thesis covers the construction analysis of an escalator by the Otis a.s. company and the conception of its modernization called "In-truss".This type of modernization consists in preserving the supporting construction of the 506-type escalator into which the components of newer 506-NCE series are to be built in. Such operation requires modifying the construction and creating adaptors used to anchor the new components to it. These modifications lead to the stress testing of the construction, that is done by using the finite elements method in NX-Ideas software. The thesis contains the design of selected subsystems of the escalator, the stress testing of the new supporting construction and the creation of volume model in CREO-Parametric application for further use.
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Two Bay Industrial Hall
Hetmer, Jakub ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This bachelor´s thesis "two-bay industrial hall" is processed in the form of project documentation according to applicable regulations. It is a steel hall. It is designed as a single-storey, two-bay with a gable roof. The hall is located in Brno. Main structure consists of planar cross coupling, which is stored on restraint articulated columns. The construction is designed 9 cross ties and spacing of individual bonds is 6.0 m in the extreme lateral links are hinged mounted columns with stored axial length 6.0 m, which are secured lattice bracing longitudinal forces from the effects of wind. All columns are stored on concrete footings. In the longitudinal direction of the object is reinforced by transverse glue press in the plane of the roof and walls. Lateral bracing is located in the outer fields of the structure. Purlins and side runner are statically designed as simple beams, stored in the longitudinal direction of the transverse links and columns.
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Sports hall
Štelc, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.
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