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Static analysis of reinforced concrete hall
Fišer, Jiří ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the static analysis and static design of individual components prefabricated halls. It also includes preparation of project documentation, drawings and drawing the shape of the reinforcement element. Bachelor thesis divided into two parts, technical reports and calculation part. Technical report addresses the specific terms of defining design and details of individual elements. Calculation of addressing specific design elements. Calculations were performed using SCIA Engineer and manual calculations.
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Slovanic secondary school in Olomouc – Gross upper building construction
Homolová, Sandra ; Bravenec, Roman (referee) ; Novotný, Michal (advisor)
The subject of my thesis is the technology of gross upper building construction of Slovanic secondary school in Olomouc. The building is made of monolithic reinforced concrete structures. The work includes technological specification of execution monolithic structure, technical report, construction site, design of mechanical assembly, scheduling, bill of quantities, budget of the building, inspection and test plan and health and safety at work.
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Methods for the survey reinforced concrete bridges
Ehrenberger, Ondřej ; Anton, Ondřej (referee) ; Cikrle, Petr (advisor)
Policies and types of diagnostic examination of a bridge. The theoretical section contains review diagnostic methods for a steel concrete frameworks. In a practical section there is made a examination of a bridge object over a river Moravia and a suggestion of the examination according to the detected defects. In the experimental section we are discovering, with a help of georadar, a location of reinforcement of a monolithic wall and board.
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Garage Hroznová, Brno - implementation of slope stabilization and foundation structure
Všetečka, Jan ; Henková, Svatava (referee) ; Novotný, Michal (advisor)
This bachelor’s thesis is focused on the technological implementation phase of realization sheeting structure with the subsequent establishment of the garage building in Brno. The work includes the implementation of technology, design of mechanical assemblies, a solution building site, budget, schedule, checking and test plan, safety and environmental protection during execution relevant construction.
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Reinforced concrete structure of a multifunction building
Marková, Anna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of this qualification thesis is to design a reinforced concrete monolithic ceiling construction of typical floor. It concerns locally supported panel that is 250 mm thick and of irregular shape. The spread of the span is 6 x 6 m with the overshoot of 1,2 m. Inside the building there is a staircase with a lift and a plumbing stack that is surrounded by the monolithic reinforced concrete wall that is 300 mm thick. The structural height of the floor is 3500 mm. The pillars` cross-sections are 450/450 mm. An analysis using the end-element method, a static design and a drawing documentation of the ceiling panel were conducted within this thesis.
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Multi-functional house, Brno, Horova
Hurta, Adam ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The bachelor thesis deals with the static design of selectet part od the structure multy-functional house in Brno. The building consist of o basement, three floors, attic and roof trusses. The supporting structure consists of a monolithic conrete slab and ceiling of the attic Miako. Vertical load-bearing elements are bulit form bricks Porotherm. Column under the girders in 1.NP is plain concrete. The elements under consideration is made drawings.
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Cranked ceiling slab
Maršalová, Jiřina ; Koláček, Jan (referee) ; Strnad, Jiří (advisor)
This bachelor work deals with the suggestion of spatially cranked concrete plate of family house and spiral staircase. The concrete desk of asymmetrical shape, which is reinforced in both directions, creates a ceiling construction of basement and is simply supported on the perimeter walls. The construction is dimensioned to the limiting state of carrying capacity and usability. Software programme RFEM 4.10 has been used for the calculation of internal forces.
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