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Building with civic amenities
Nekorancová, Anna ; Majsniar, Michal (referee) ; Brukner, Bohuslav (advisor)
The subject of this thesis was the project documentation processing for the new construction of a polyfunctional office building in Trenčín. The building consists of four above-ground floors and one underground floor and is made up of several functional parts. There is a coffee bar, two smaller shops and a reception for the administrative part of the building on the first floor. The administrative space is located on the second and third above-ground floors. There are six apartment units on the fourth above-ground floor with assigned parking spaces in the garage on the first underground floor. The framework of the building consists of a reinforced concrete monolithic skeletal structure with two stiffening reinforced concrete cores, where a staircase with an elevator shaft is located in. The above-ground perimeter infill structures between the columns are partly designed as monolithic reinforced concrete walls, there is a light perimeter shell delimiting part of the building perimeter with a length of thirteen and a half meters from the south-eastern part of the building, the roof of the building is a flat single-skin roof. Part of the project was the assessment of the building's fire safety, the thermal technical assessment, the construction design solution, the architectural-construction solution, and the building physics perspective evaluation.
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Design of prefabricated concrete hall
Cibičková, Viktória ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
The diploma thesis is focused on the design and assessment of a precast concrete hall. The first part of the work deals with the selection of a suitable layout solution from several proposed variants and a description of the technical solution of the object. After the load calculation, which corresponds to the nature of the building's use and climatic conditions, is followed by an assessment of selected elements of the structure, such as a typical purlin, girder, columns and foundation structures. The static assessment was determined through computational models and was accompanied by a manual simplified calculation check. The next part is devoted to creating a study of the structure's behavior. In the study, the design of several versions of the steel bracing system of the object was evaluated. The task was to choose the most suitable variant. Another goal of the study was the evaluation of the results of the global model from the nonlinear assessment through the software, as well as the evaluation of the results of the deformation caused by entering flexible supports into the computer software. In the last part, the proposed structure is demonstrated through assembly drawings, drawings of the shape and reinforcement of selected elements, drawings of assembly details, bearings and forgings. Visualizations of the object are part of the drawing documentation.
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