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Multifunctional house Prudký - construction technology project
Kaláb, Ondřej ; Valenta, Michal (referee) ; Biely, Boris (advisor)
The aim of this Diploma Thesis is constructionally - technological solution of the rough construction of polyfunctional house on the corner of Bánskobystrická and Medlánecká streets in Brno Řečkovice. In the Diploma Thesis I will deal with the plan of the work procedure of the execution of roof construction layers, machine sets, itemized budget, construction schedule, construction site equipment, inspection and testing plan, ecology and transport relations related to the construction. I would like to point out the complication of the construction with a lack of space because the construction is in the area of Brno Řečkovice. The plan of construction execution was more difficult due to lack of space for storage of materials and machinery handling.
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Dewatering of foundation pit - numerical analysis
Krejzar, Vojtěch ; Boštík, Jiří (referee) ; Miča, Lumír (advisor)
The subject of the presented thesis is a foundation pit dewatering numerical analysis. The study is introduced with practical examples and the summary of the necessary theory. Individual subtasks are modeled as two or three-dimensional problem on a chosen foundation pit example. A comparison with analytical methods and theoretical knowledge about the problem is made. The studies focus on specifying the pumped water quantity, the shape of the depression curve, determining the size of the numerical model and the influence of the finite element network density. The steady-state flow cases, water table aquifer, a well system, sheet pile wall cutoff effect, surface drained pit and partial penetration cases are analyzed. The work proposes a method of modeling a well by FEM. The main output is a 3D analysis of a submerged excavation dewatered with a partially penetrated well system.
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Sheeting of foundation pit
Šajuk, Mykola ; Kliš, Lumír (referee) ; Glisníková, Věra (advisor)
The bachelor's thesis describes the design and static assessment of the excavation of the construction pit realized for the construction of the Homole tunnel of the D35 Ostrov – Vysoké Mýto highway section. The introductory part of the work summarizes the basic input information about the location of interest, including the outputs of the engineering-geological survey, and provides an overview of the possibilities of securing construction pits. The core part of the work describes the design, assessment and economic evaluation of three selected variants of the stocking, subsequent evaluation of the results of the selection of the most suitable variant. The resulting structure is supplemented with drawing documentation, which is part of the annex.
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Technological stage of the substructure of an apartment building in Zlín
Žůrková, Dominika ; Řihák, Pavel (referee) ; Kantová, Radka (advisor)
The subject of my bachelor's thesis is the solution of the technological stage of the substructure of an apartment building in Zlín. The building has four floors above ground and one underground floor. The house is based on a foundation slab, which is connected to the perimeter walls, these structures form a white tank system. The thesis includes a technical report, the construction situation with broader relations to transport routes, bill of quantities, technological regulations for earthworks and foundations, design of mechanical assembly, time schedule, machine system design, inspection and test plan, occupational health and safety, white tank system solution, schemes for excavation work and concreting.
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Dewatering of foundation pit - numerical analysis
Krejzar, Vojtěch ; Boštík, Jiří (referee) ; Miča, Lumír (advisor)
The subject of the presented thesis is a foundation pit dewatering numerical analysis. The study is introduced with practical examples and the summary of the necessary theory. Individual subtasks are modeled as two or three-dimensional problem on a chosen foundation pit example. A comparison with analytical methods and theoretical knowledge about the problem is made. The studies focus on specifying the pumped water quantity, the shape of the depression curve, determining the size of the numerical model and the influence of the finite element network density. The steady-state flow cases, water table aquifer, a well system, sheet pile wall cutoff effect, surface drained pit and partial penetration cases are analyzed. The work proposes a method of modeling a well by FEM. The main output is a 3D analysis of a submerged excavation dewatered with a partially penetrated well system.
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Numerical analysis of stability of retaining structure in cohesive soils
Fejfarová, Aneta ; Račanský, Václav (referee) ; Chalmovský, Juraj (advisor)
The bachelor thesis deals with numerical modeling of excavation using finite element method in the Plaxis 2D software. Triple-anchored retaining structure is founded in a less permeable cohesive soils. There are described loss of stability, types of the calculation and material model (Hardenig soil model used in the mathematical model) in the theoretical section of this bachelor thesis. Mathematical model of the excavation was described in the practical section of this thesis, specifically first limit state. Part of the thesis is an evaluation of the degree of stability over time, pore pressures and critical shear surfaces.
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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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Realization of the lower building of a dwelling house in Děrná
Bulawa, Tomáš ; Diaz, Yvetta (referee) ; Vlčková, Jitka Laura (advisor)
The subject of this bachelor thesis is to process a building construction project of the lower building of dwelling house in Děrné. The building is designed as a three- floor object with flat roof and the object will be located on the sloping terrain. The foundations of object will be stepped. The thesis focused on the preparation of the construction proces of the carcass lower building and on its organization. The content of this work is to proces technological regulations. These regulations are processed accompanying and summarized technical report, solution of broader logistic relations, proposal of the mechanical set, proposal of the construction site equipment, control and test plan, health and safety at work, the itemized budget with bill of quantities and the time-schedule plan. Part of the work is graphical illustration of construction site equipment and the movements of dozer and backhoe loader.
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