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Foundation pit design
Valkó, Attila ; Boštík, Jiří (referee) ; Doněk, Michal (advisor)
Diploma thesis deals with securing of foundation pit of family house in given geological conditions situated in Brno-Kohoutovice. The aim of the thesis is to list possible solutions of securing foundation pits in general and solve this geotechnical problem with an appropriate solution. Static calculations were performed by geotechnical software GEO5.
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Foundation pit design
Valkó, Attila ; Boštík, Jiří (referee) ; Doněk, Michal (advisor)
Diploma thesis deals with securing of foundation pit of family house in given geological conditions situated in Brno-Kohoutovice. The aim of the thesis is to list possible solutions of securing foundation pits in general and solve this geotechnical problem with an appropriate solution. Static calculations were performed by geotechnical software GEO5.
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Seletice, the new building of dairy - the rough substructure
Bartoň, Marek ; Bříza, Lukáš (referee) ; Biely, Boris (advisor)
The subject of this Bachelor thesis is the construction and technology project for the execu-tion phase of the structural works on the Seletice dairy farm substructure. It is a three-story skeleton frame structure. The content of this work is the technical report, the transport solutions to the construction site, the construction site equipment design, the technological regulation, control and test plan, the itemized budget, health and safety at work, time plan and environmental protection.
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Constructive technological project of the hotel
Tůma, Daniel ; Jakubíček, Jiří (referee) ; Diaz, Yvetta (advisor)
This diploma thesis solves the construction technology project of construction hotel in Frýdlant. The introduction of the thesis contains basic information about the construction of the building. The presumed design and construction process are described in a construction-technological study. A time and financial object plan is also processed for the object, the total cost of which was determined from the software BuildPower S program according to the THU. Also included in this software program was an item budget for rough construction. A detailed schedule of the construction was created in Contec. In addition, suitable machines, mechanisms and site equipment are designed for the rough construction. In my work I deal mainly with the design of earthworks, rider bracing and board piles. For these stages a technological regulations and a control and test plan were implemented. A technological regulation was also created to make a white tank on the second basement floor. For the white tank is designed a formwork system with sofware DokaCad 8. Health safety and preservation at work are also addressed.
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Design of the Foundation Pit Sheeting
Valkó, Attila ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The bachelor´s thesis deals with the design of the foundation pit sheeting of a multifunctional building in Brno - Pisárky. The thesis contains the description of various styles of foundation pit sheeting. The purpose of the thesis is designing an appropriate method of sheeting, in this case an anchored excavation method is used. Statistic calculations were performed by program GEO5.
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Securing of Foundation Pit CARLA in Brno
Novák, Michal ; Boštík, Jiří (referee) ; Svoboda, Petr (advisor)
The topic of the master’s thesis is the statically compliant and economical design of the ensuring of foundation pit for building Carla Brno. The calculation part will be solved through program GEO5. The part of this thesis is also to describe the technological process of implementing elements and the relevant project documentation.
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Sheeting of Foundation Pit
Vodáček, Ondřej ; Chalmovský, Juraj (referee) ; Glisníková, Věra (advisor)
First part of the thesis talks about pit sheeting in general, including shafts and trenches as well as pits, however pits are the very main topic and therefore described in details. This part also discusses earth pressure and groundwater issues as applied loads, yet only marginally. Second part demonstrates a particular sheeting structure and its calculation. All presumptions are established here, including double-anchored sheet pile wall geometry, spoken earth pressure loads and groundwater loads plus heavy equipment load during a construction. The calculating process is shown using computer softwares (Plaxis 2D, GEO5) and also in a non-software way using just pen and paper. At the very end of thesis an ultimate limit state (ULS) of sheet piles is assessed, software and non-software results are compared to each other and discussed.
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