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Exhibition pavilion
Řeháček, Jakub ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.
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Solution of timber hall structures
Šigutová, Petra ; Hradil, Petr (referee) ; Zídek, Rostislav (advisor)
The subject of my thesis is a static analysis of a different trusses of a great span length. The preface is devoted to the trusses their creation of plane models of a girder with the extent of 18 metres. The questions of construction´s joints are mainly solid. The conclusion is dedicated to the creation of the girder and joints´ formation.
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The pavilion in the zoo Lešná
Petrík, Tomáš ; Puchner, Josef (referee) ; Šmak, Milan (advisor)
The subject of the diploma thesis is a processed design of a steel construction of a pavilion shaped by spherical segments. The pavilion has exhibition purpose as a part of the zoological garden Lešná, and is intended for African beasts. The design meets architectonical requests - roundness and luminosity. A shape of the pavilion consists of three intersecting cupolas with a frontal curved cut out for glass facade. Construction of the pavilion consists of the radial arranged arched ribs with transversal bars, which are supplemented by horizontal purlins. Forehead of the pavilion is formed by columns and girts. Cladding is designed in combination: aluminum profile and insulated glass. Comparison of alternative steel structure solutions is also a part of the diploma thesis.
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Airport Departure Hall
Čech, Ondřej ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with the design and assessment of steel load bearing structure of the departures hall of the airport. It is a purlin system consisting of sloping trusses of curved shape with overhangs that make up the awning above the entrance to the building. Truss to span 18 meters is welded from pipes. The steel used in the project is S355. For the design was used Scia Engineer software, in which was created a spatial model of the structure.
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Static solution of timber structure
Burza, Martin ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
The Bachelor thesis is focused on an analysis of a wooden house truss. The first part deals with the load acting on spatially complex roof structure which is modeled in the Scia Engineer 2012 analysis software. Furthermore, the work considers the most stressed cross sections of wood elements and selected joints. In conclusion, the Bachelor´s thesis evaluates the original construction design.
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Furniture shop
Richtrová, Pavla ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The aim of this bachelor thesis was to design and assessment of the key elements of the supporting structure of the furniture store. Glued laminated timber of GL24h class was designed as the main material of the supporting elements. The construction is symmetry square layout 30x30 m. The roof structure has the shape of a pyramid with a slope of 15°. The top of construction consist of the corner rafters installed on the corner columns. The main reinforcing elements are columns and rungs, which form stiff knee and ensure the stability. Roof cladding is considered of the panels of insulating glass for the upper half and metal tiles for the bottom half of construction for the calculation. External cladding is designed of sandwich walls. Detailed composition roof and external cladding were not resolved within the work. Bachelor thesis consists of a static calculation in which the individual cross sections and their joints including anchoring are assessed, technical report and drawings.
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Supporting structure of exhibition pavilion
Novotný, Petr ; Štrba,, Michal (referee) ; Röder, Václav (advisor)
This bachelor thesis focuses on the design and stress analysis of the steel construction of an exhibition pavilion in Brno which utilises tensegrity in its load-bearing system. It also includes the assessment of the main load-bearing construction elements and of the details of selected connections. The thesis also contains the design documentation of the building.
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