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The Sports and education centre - the rough superstructure
Odehnalová, Jana ; Kotek, Lukáš (referee) ; Biely, Boris (advisor)
The subject of this bachelor thesis is the technology of rough upper stage of construction of The Sport and education centre in Petrovice. The building has two floors. Outer and inner walls are made of brick system. Internal pillars and ceilings are monolithic reinforced concrete. The work content is a technological regulation, technical reports, site equipment, mechanical design assembly, budget, timing plan, control and testing plan, work safety and environmental protection.
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Diagnostics of Reinforced Concrete Bridge
Rozbroj, Lukáš ; Anton, Ondřej (referee) ; Cikrle, Petr (advisor)
This thesis contains diagnostics of a reinforced concrete girder bridge in the municipality of Újezd u Brna. The aim is to conduct an inspection of the bridge, gather quality photo-documentation of defects and failures and design and conduct a diagnostic examination of such extent that would be necessary for judging the load bearing capacity of the bridge. The result of this thesis is the determined load bearing capacity and a proposal of measures required to keep the bridge functional.
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University Dormitory
Švehla, Ľuboš ; Ing.Jitka Spáčilová (referee) ; Spáčil, Miroslav (advisor)
New university dormitory in Trnava with five stories is based on the flat land. The first floor is the technical part of the building, space for a temporary accommodation and a separate sales area. Part of the second floor consists of offices for administration, the second part of the floor, as well as the other three stories are designed as a unit system for student accommodation. Total bed capacity is designed for 134 students. The bearing structure of the building is reinforced concrete monolithic skeleton with infill perimeter walls of ceramic bricks. The flat roof of the building is not walkable.
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REALIZATION OF A RESIDENTIAL BUILDING IN UHERSKE HRADISTE
Sedlářová, Martina ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
The subject of this master’s thesis is elaboration of selected parts of the building tech-nology project of residential building Stepnice in Uherske Hradiste. Part of the project is technical report, estate road layout, studies of major technological stages, project of site equipment, design of major machines and mechanisms, technological regulations and control and test plans for prefabricated ceiling and masonry system. Attachment of this master´s thesis is drawings of site equipment, selected construction details, working safety, instructions for using the building, budget by items and a time plan. The aim of the project is to design appropriate and economically effective procedure for realization of the building.
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Reinforced concrete lookout tower
Kalinová, Kristýna ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.
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Winery Altenberk
Palásková, Zita ; Nováková, Eva (referee) ; Kolář, Radim (advisor)
The subject of the master´s thesis is design documentation for the construction of a winery on the outskirts of the town Hustopeče. The building is designed on a slope between the vineyards and consists of two parts that are connected under the terrain. Under the terrain there is also an underlying part of the building so as not to disturb the landscape of the vineyards. The first part is used for wine production and the second part is used for the presentation of wine. The building is designed from in situ reinforced concrete with load-bearing walls and internal columns. The basement walls are made of waterproof concrete. The above-ground perimeter walls consist of sandwich structures consisting of a load-bearing wall, thermal insulation and a partition made of architectural concrete. At the same time, architectural concrete dominates the entire building. The foundation is designed on piles due to the subsoil. Horizontal structures are solved as locally supported slabs and the roofing is solved by two vegetation roofs and one load-bearing roof.
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Preparation for the implementation of the lower building of the pension in Opava
Žůrková, Amálie ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
The bachelor's thesis deals with the implementation of a substructure of a guest house in Opava. This building, founded in complex foundation conditions, is composed of five floors without a basement. The house is based on piles, which support the foundation strips. Part of the rough substructure is also an installation channel, made in the form of a watertight concrete structure. This work contains a technical report, the situation of the construction with wider relations of transport routes, a detailed statement of acreage, technological regulation for earthworks and foundation, drawing and report of construction site equipment, time schedule, machine design, control and trial plan, safety and health at work, schematic procedures of earthworks and foundations, as well as item budget.
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Assessment of Reinforced Concrete Elements
Pecháček, Martin ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The aim of the bachelor's thesis is the analysis of internal forces design and assessment of the reinforced concrete loadbearing elements. Staircase, floor slab and window header of a detached house with supporting masonry walls are designed in the thesis. In the project of the floor slab the occur of a thermal bridge is taken into account. To prevention of thermal bridge are used systematic elements. To analysis internal forces on the structure Finite Element Method in the SCIA Engineer 19.1 software is used. The results of selected sections and selected load combinations are verified by method of replacement beams. Internal forces on the staircase are calculated by method of replacement beams.
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Solution of the construction-technological phase of the substructure of the fire station building in Brno
Motyčka, Tomáš ; Vlčková, Jitka Laura (referee) ; Venkrbec, Václav (advisor)
The bachelor's thesis deals with the technological phase of the substructure of the fire station. It is a four-storey building without a basement, which is located on a sloped ground near the Brno dam. The individual floors are designed as receding with dominant terraces on the side of the dam. The building is designed as a reinforced concrete monolithic skeleton with a system of waterproof concrete foundations supplemented by external waterproofing of PVC foil. The building is based on the base plate. The work contains a technical report of the object, a closer and broader situation of transport relations, a detailed statement of acreage, technological regulation for the implementation of the waterproof concrete foundation, drawing and report of construction site equipment, schedule, machine design, control and test plan, safety and health at work, then a variant assessment of construction machinery.
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Preparation for rough superstructure object CEITEC
Mezuláníková, Lenka ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
The subject of this bachelor thesis is Preparation for rough superstructure object CEITEC in the technological park. The building has two floors. Walls, pillars and ceilings are monolithic reinforced concrete plus some walls are made of the brick system. The bachelor thesis includes the technical report, description of transport relations, technological regulations, a proposal of a machine set, equipment of a building site, schedule, control and test plan, working safety, budget and bill of quantities. A special section of my bachelor thesis is glazed curtain wall – flush facade.
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