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Newly built apartment building in Ivančice, implementation of roof cladding
Křeháček, Matěj ; Rychtecký, Martin (referee) ; Kovářová, Barbora (advisor)
The subject of my bachelor's thesis is the design of the supporting structure of the roof including plumbing work and roofing work of a residential building in the village Ivancice u Brna. It is a new building with 16 residential units. The building is without a basement with ground floor, aboveground floor and attic. The bachelor's thesis includes: a technical report, situation of building relationships with the wider transport routes, statement of measurement, technical regulations, organization of construction solutions, schedule of work, design of mechanical assemblies, quality requirements, safety work and details.
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Multifunctional house in Karlovy Vary
Růžička, Jiří ; Vlček, Ing Karel (referee) ; Vlček, Milan (advisor)
The project solves a multifunctional Duma building in a vacant lot, contemplated the construction site is located in Carlsbad, in the street Vyhlíce. This is a protected site spa. Part of the project's layout and structural design of the house. It is a six-storey house with an attic and a basement floor. It is designed as a free-standing in the gap as the final house. The layout is divided into two complete units with their own input. There are spaces for business and residential units for permanent housing. Part of the living area are also room house equipment. Inputs to both parts are wheelchair accessible. The house is not wheelchair The house is designed as a brick building of brick masonry Porotherm the module dimensions of 250 (125) mm with reinforced concrete ceilings. Roofed by a hipped roof. The house is located on a private plot of 519 m2 built-up area of 221 m2. The land is gently sloping. The main orientation of the building to the cardinal's east and west. The south wall is adjacent to the neighboring house.
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Family house load-bearing structure composed of thin-walled steel members
Bulíček, Radek ; Melcher,, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is to design and verify load bearing members of single-storey family house composed of thin-walled cold-formed elements. Parking space for cars of timber members is the part of the house, too. The family house is in rectangular plan with dimensions of 9.5 x 10.5 m. The roof of the house is hipped, on the side of the house with the parking place rafters are associated with garage rafters. The following elements were statically assessed: structural members of the house roof (rafters, collar tie, roof bracing), structural members of the ceiling (ceiling beams), reinforcing timber frame, external and internal load bearing walls (columns), load bearing elements of the parking space (rafters, purlins, columns). All assessments were performed according to currently valid standards. The calculation showed that the resistance and serviceability of all components are satisfied.
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The Spectrum and ADSR analysis of different kinds of harpsichords
David, Václav ; Peloušek, Tomáš (referee) ; Jirásek, Ondřej (advisor)
The work deals with the issue of temporal analysis of the variable frequency spectrum of the harpsichord and its amplitude envelope in time. In the introduction, the creation is described, what type of instrument the harpsichord is, the history of the instrument is also described, and above all, the construction and principle of tone are described. In the following part, we deal with the measurement of the output signal itself, followed by its spectral analysis, where the topic of sound color and the behavior of the harmonic series of the tone are discussed. The formation of inharmonicity in individual registers of the harpsichord is being examined, and the last subchapter focuses on the sharpness of tone over time.
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The Roofing of the Sport Hall
Stehlíková, Iveta ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The goal of this diploma thesis is designed and reviewed the roof of the timber construction of sports structure, the span is 50 m and the length is 90 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are truss girders, which static function as two hinged arch. The stability of the girders is ensured by purlins, transverse stiffeners and longitudinal stiffeners. The stiffeners are situated in five fields. Front sides are made by girts and truss columns.
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Family house load-carrying structure composed of thin-walled cold-formed steel profiles
Jančar, Ondřej ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is make a structural design of prefabricated family house. The load-carrying structure is composed of thin-walled cold-formed steel profiles. The family house is single-storey without basement. The object has rectangular ground plan with proportions of 9 x 14 m. The gable roof has slope 27°. Roof truss girders allows to make a attic space for storage seasonal things. The house is situated in city development of Bílovec. The object was designed according to currently valid standarts to the ultimate limit states and seviceability limit states.
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Static analysis of the roof structure
Dolníčková, Andrea ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
The thesis is focused on a static analysis of a roof truss with a steel purlin. It is a pitched roof of an L shaped groundplan. Computational model of the structure is carried out in the RFEM 5.07 software tool, which performes calculations using the Finite Element Method. There are 14 load cases applied on the model of the structure. The variable loads were determined according to ČSN EN 1991-1. The individual load-bearing elements are assessed for an ultimate as well as for a serviceability limit state. The assessments are processed by a hand calculation and verified by an assessment of the structure performed in the additional software modules RF-TIMBER Pro and RF-STEEL EC3. In the last part of the thesis there are some specific joints of the elements defined.
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The roof structure of the sport hall in Blansko
Tunková, Eliška ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The topic of my bachelor’s thesis is a design of a construction of a sports hall. The hall’s floor plan has a rectangle shape. The width is designed to be 32 metres and its length is 52 metres. The roof construction is curved in a shape of a circle and its axial height is 12 metres. The construction is designed to be made from wood and steel with alternative arrangement. The static solution was implemented using the RFEM software.
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Multifunctional house in Karlovy Vary
Růžička, Jiří ; Vlček, Ing Karel (referee) ; Vlček, Milan (advisor)
The project solves a multifunctional Duma building in a vacant lot, contemplated the construction site is located in Carlsbad, in the street Vyhlíce. This is a protected site spa. Part of the project's layout and structural design of the house. It is a six-storey house with an attic and a basement floor. It is designed as a free-standing in the gap as the final house. The layout is divided into two complete units with their own input. There are spaces for business and residential units for permanent housing. Part of the living area are also room house equipment. Inputs to both parts are wheelchair accessible. The house is not wheelchair The house is designed as a brick building of brick masonry Porotherm the module dimensions of 250 (125) mm with reinforced concrete ceilings. Roofed by a hipped roof. The house is located on a private plot of 519 m2 built-up area of 221 m2. The land is gently sloping. The main orientation of the building to the cardinal's east and west. The south wall is adjacent to the neighboring house.
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Home health services - Bobrová, technological stage of roofing
Malý, Martin ; Hanzelková, Martina (referee) ; Šlanhof, Jiří (advisor)
The bachelor thesis deals with structural and technological solution to roofing of the house health services in Bobrové, in the Highlands. Addresses the implementation of a truss structure of a gable roof and a subsequent cladding. The main content of the work formed the technical report, the construction situation, the budget with the statement of assessment, technological regulation, construction site equipment, timetable, design of mechanical assembly, inspection and test plan and work safety.
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