National Repository of Grey Literature 29 records found  previous11 - 20next  jump to record: Search took 0.01 seconds. 
Residential building in Zlin, realization rough superstructure
Sedlářová, Martina ; Kučírek, Jaroslav (referee) ; Kantová, Radka (advisor)
The subject of this bachelor thesis is technology of rough superstructure of apartment block in Zlín, in district Jižní Svahy. The building has seven floors. Pillars and ceilings are monolithic reinforced concrete, outer and inner walls are made of brick system. The bachelor thesis includes technical report, description of transport relations, technological regulations, a proposal of a machine set, equipment of building site, schedule, control and test plan, working safety, budget and bill of quantities.
Poliklinika Chotěboř, preparation of the construction
Semerád, Vojtěch ; Šťastný, Jiří (referee) ; Kantová, Radka (advisor)
The thesis is focused on construction technology solution for realization of the construction of a polyfunctional building in Chotěboř. Part of the project is technical report, studies of major technological stages, project of site equipment, design of major machines and mechanisms, technological regulations. The thesis contains selected technological regulations of carried out activities, control, and test plans, safety and health protection at work comparison of ceiling systems.
Apartment house
Kušnir, Jakub ; Šoulová, Eva (referee) ; Utíkalová, Ivana (advisor)
The aim of my bachelor´s thesis is to design and make out a design documentation to show the look of the brand new apartment house. The plot is located in the cadastral area of Brno-Židenice and the parcel number is 7652/22. The building is located on a flat terrain. The building consists of five above-ground floors. On the first floor are social space, berths and garages. On the second and the third floor are two dwelling units and on the fourth floor are located two separate duplex apartments which are extended up to the fifth floor. In the building is six residential units, that are designed for families with four or five members. The construction system is made of ceramic bricks and the ceiling is made of monolithic reinforced concrete. It is designed with a flat roof wich is drained by with roof gully.
The technological stage of the lower building of the apartment house in Havlíčkův Brod
Götz, Libor ; Brandtner, Michal (referee) ; Kantová, Radka (advisor)
The content of this Bachelor thesis is preparation of realization of gross substructure of apartment house and row garages project in Havlíčkův Brod. The thesis includes a technical report focused on the given technological stage, construction situation with wider relations of the transport routes, technical drawing of the construction site equipment, scheme of earthworks and concreting, and technological regulations for earthworks and monolithic foundation structures. For these regulations, the control and test plans, machine set proposal, schedule, itemized budget with a bill of quantities, and safety and health protection at work are prepared.
Office Building
Pecháček, Martin ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis is the analysis of internal forces design and assessment of the reinforced concrete loadbearing structure of the office building. Point-supported floor slab, inside column, external wall and staircase are designed in the thesis. Finite Element Method in the SCIA Engineer software is used to analysis internal forces on the structure. Thesis also includes project of the securing foundation pit and pile foundation of the building.
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.
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.
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.
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.
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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