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Administrative building Lomnického - Building technology preparation of construction
Hanzlík, Vlastimil ; Kopecký, Lukáš (referee) ; Biely, Boris (advisor)
This diploma thesis focuses on the construction and technological preparation of the office building in the Lomnického street. The aim of this work is to choose the appropriate construction process. The thesis contains a technical report of a construction and technological project, solutions of wider transport relations, time and financial object plan, itemized budget, design of a site equipment, design of the main building machines and mechanisms, time schedule, technological regulation, inspection and test plan, calculation of two options of the excavation of building pit and details to waterproofing of the substructure. In detail, the thesis is dedicated to secure the building pit enclosed by diaphragm walls.
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Selected parts of Construction-Technological Project - SCIENTIFIC-TECHNICAL PARK TRIANGL
Výstup, Petr ; Štěrba, Martin (referee) ; Čech, David (advisor)
The topic of this diploma thesis deals with the solution of selected parts of building technology design of Scientific and Technical Park Triangl that is planned to be constructed in Uherske Hradiste. This complex of buildings will be used for civil, administrative and residential purposes. The thesis describes creation of foundation constructions, design of reinforced concrete frames, transportation of building materials and machinery to the building site. This thesis also contains a design and a technical report about facilities of the construction site, pre-defined mechanical assembly, control and test plans and the budgets and schedules of the construction work. Required applications to carry out the construction, suggestions for reinforcement of the foundation construction as well as financial costs are also included in the thesis.
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The Design of Object Foundation
Adamík, Václav ; Štefaňák, Jan (referee) ; Glisníková, Věra (advisor)
The aim of this work is to introduce the foundation of buildings and to make a closer approach to the issue of deep foundation, which is needed to replace the shallow foundation. The reason is a small carrying capacity or too big compressibility of foundation soil. The main point of this work is practical solution of concrete deep foundation and comparing results from a calculation program GEO 5 with results which we get without using the calculation program.
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Waterpark Jeseník - selected geotechnical problems
Kučera, Jakub ; Fiala, Radek (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of establishing the basics of structures. Its main focus lays on foundation pads and piles. The practical part consists of finding a solution regarding two different approaches of the foundation of the waterslide in Aquapark Jeseník. Even though the proposed variants are calculated without the use of computational software, software GEO 5 is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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Administrative building Lomnického - Building technology preparation of construction
Hanzlík, Vlastimil ; Kopecký, Lukáš (referee) ; Biely, Boris (advisor)
This diploma thesis focuses on the construction and technological preparation of the office building in the Lomnického street. The aim of this work is to choose the appropriate construction process. The thesis contains a technical report of a construction and technological project, solutions of wider transport relations, time and financial object plan, itemized budget, design of a site equipment, design of the main building machines and mechanisms, time schedule, technological regulation, inspection and test plan, calculation of two options of the excavation of building pit and details to waterproofing of the substructure. In detail, the thesis is dedicated to secure the building pit enclosed by diaphragm walls.
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Silos foundation
Minarčík, Jan ; Boštík, Jiří (referee) ; Doněk, Michal (advisor)
The bachelor thesis deals with the surface fundamentals in the first part, in the second part presents a theoretical solution of the bearing capacity of the foundation soil under flat basis. In the third, practical part is solved the 8th unit of silos for plastics granulate in given geological conditions. The layout design was made according to Eurocode 7, using the GEO5 - Patky and SCIA Engineer.
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