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Multifuntional Sport Hall
Škatula, Václav ; Pilgr,, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis presents a project of a load bearing structure of a multifunction hall that has a rectangular ground plan and also deals with the assessment of the project. The object is situated in the urban area of Ostrava. The task provides two versions of design. The first version consists of ten traverse joining beams witch are distanced five meters from each other. The second version consists of six traverse joining beams witch are distanced nine meters from each other. The thesis focuses on the load pressure of the steel construction, the main emphasis being placed on the single structural components and assembling components. The calculation meet the standards of ČSN EN.
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Information Centre
Kovář, Jindřich ; Štrba,, Michal (referee) ; Barnat, Jan (advisor)
This bachelor thesis is concerned with the static project and the consideration of the carrier steel construction of the information centre that means the two-storeyed building with the 24 x 24m extent. The project is solved by two options. In both cases, the steel basis with components united by articulated joints is concerned. These are pillars, supporting joists and ceiling beams that are composited with a concrete desk so that they ensure the position stability in a horizontal direction. The both options differ from each other by the position stability method in a vertical direction. In the first case, the vertical clamps avoid the deformation. In the second case, two frame constructions are designed for both yawing directions. The result was the choice of the first method that is discussed in a more detailed way further.
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Reinforced concrete frame construction
Duda, Tomáš ; Strnad,, Jiří (referee) ; Koláček, Jan (advisor)
The bachelor’s thesis describes the design and assessment of the load-bearing part of the reinforced concrete structure of the department store – the frame. Respectively design and assessment of individual structural elements of the this frame at ultimate limit states. This is a rung frame R1, column S1, footings P1 and floor plate D1 above the first floor of this building.
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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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Reinforced concrete skeleton construction
Pevner, Jan ; Strnad,, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor project is aimed for design of monolithic reinforced concrete slab supported locally and stairs over the second floor in administrativ object, elaboration of design and reinforcement drawings to bending and shear. Calculation of internal forces is made by computer program SCIA Engineer with manual verification using simplified methods.
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Steel structure of botanical pavilion
Ducheček, Jan ; Barnat,, Jan (referee) ; Röder, Václav (advisor)
Work called Supporting curved construction of botanical pavilon is developed as realization documentation. The building is situated in an area with low vegetation, where the hight of sorrounding buildings do not exceed 5 metres. Construction of a triaxial ellipsoid shape has a layout dimensions of 42,5 x 30 m and 7,3 m surge. Roof cladding is made from textile sheets from PTFE fibers, which are anchored to the trusses. The translucent textile sheets are used to achieve optimum conditions for plants that are grow inside. The supporting construction is made of glued laminated beams, which are tilted by 45 degrees and alternately fit together. Emphasis is placed on visual design of construction.
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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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Guest House in Brno
Budina, Martin ; jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The purpose of this thesis is to present the static design of chosen parts of the supporting structure of Guest House in Brno. Part of the building is located below ground level, therefore the supporting structure is made of monolithic reinforced concrete frames holding the reinforced concrete slab. Above ground level the supporting structure is made of masonry construction with folded ceiling. Drawing documentation is included.
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Návrh dřevěné lávky pro pěší
Honzík, Vladimír
The thesis is named: Design wooden footbridge deals with architectonic and constructs study of wooden footbridge for walker and cyclist. The work solves proposal of construction for concretely area. The location of footbridge was consulted with draftsman of company CB s.r.o. At the beginning of work is described future visual appearance of footbridge with emphasis on complex buildings around this area. This architecture project is supplied by statistic model. The model was proposed in software: Dlubal RFEM 5 and Dlubal RF-Timber Pro 8 of company Dlubal Software. When I made a proposal, it was calculated with constant, utility and climate load structure. Main result from used software was designated materials, dimension of elements and resultant statistic report of footbridge. The report is base on technical documentation which contains drawing documentation, schematics of important details and technical report. I concentrated on preservative construction of wood for reason maximization of service life and simultaneously minimization of pretension on servicing during used footbridge.
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