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Small block of flats with a workshop
Glogarová, Tereza ; Stavinohová, Jana (referee) ; Utíkalová, Ivana (advisor)
The new building of a small block of flats which is primarily designed for seniors is the content of the presented work. The building consists of four flats, including one barrier-free, there is also a technical support and manicure and pedicure, too. This is a classic masonry building with no insulation. The building has three floors and a flat roof . Paved and parking areas are adjacent to the building. The project is designed to rural development in Bernartice nad Odrou. Glued laminated beams which form the roof structure are the specialty of the proposal.
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Multipurpose hall in Holice
Rückerová, Eva ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
Master´s thesis deals with the design and assessment of the roof construction of the multi-purpose hall in Holice. The other two dimensions of the hall are 28 x 45 m. Height of the hall is 11,28 m. Roofing is done in three variants. The final solution is processed for one presentation. The main supporting element is formed by cross-linking arc beam made of laminated wood. Girders are spaced 5 m and connected purlins. Stability of the construction by three field bracings. The cladding is a rafter, shuttering of OSB particle that carry the roof deck.
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The multipurpose hall in Tábor
Tomeš, Martin ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
In my project I focused on the design of the sports hall in Tabor. As the main construction material was used glued laminated timber. the associated structure was used steel. the structure has a span of 45 meters and a length of 60 m, height of 15.5 meters. For a given type konstruckce I decided for economic reasons to curved beams of glulam supported at the ends.
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Structural laminated wood reinforced with composite materials
Kovács, Pavel ; Horák, David (referee) ; Žítt, Petr (advisor)
This master’s thesis describes an experimental program investigating the strengthening of beams of glued laminated timber with composite reinforcement. The work compares the behavior of beams reinforced with composite reinforcement with unreinforced beam and with solid timber beam. The work also deals with identifying and evaluating the physic-mechanical properties of materials.
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Timber foot bridge over a wolf run
Mynaříková, Alice ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The subject of this diploma thesis is the construction of a timber foot bridge over the wolf run in the Šumava National Park. The total length of the bridge is 240 m with two ground plan bends. The foot bridge includes three viewing decks, two of which are covered with shed roofs. The foot bridge is divided into 16 segments. Each segment is 15 m long with a width of 2.2 meters. The ground plan dimensions of the viewing decks are approximately 15x7 and 15x11 m. As the main structural material has been chosen glued laminated timber of the strength class GL28h, other elements are made of solid timber of the strength class C24. The thesis includes an introductory document, options analysis, technical report, static analysis, bill of material and drawings.
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The Riding Hall in Valašské Meziříčí
Rantová, Katarína ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The subject matter of this diploma thesis is a design timber structure of riding hall. The hall is a one nave building. The dimensions of ground plans is 32,0m x 70,0m and the hall is 10,0 meters high. The load-bearing structure consists of arched ribs.This timber structure composed of glued laminated timber. The building is located in Valašské Meziříčí, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN. The structural design and analysis is performed by software SCIA Engineer 17.
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Riding area
Lauková, Alžbeta ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
The aim of the project is a new construction of an equestrian center in the cadastral area Kuřim, South Moravian Region. It is designed for the public. The building has two aboveground floors. In the object there is stable, a riding hall with handy storages that are separate from the public. Another part is divided into facilities for riders, restaurant and accommodation. The second floor has a café, shop and offices. The hall is designed as a reinforced concrete frame, the other parts of the brick system Porotherm. The roof is pitched. The cladding is designed as a ventilated facade.
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Theatre House in Kuřim
Petr, Radovan ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The theme of the master´s theses is to design a wooden structure of city theater with internal steel construction. The concept of wooden structure is developed in two versions according to standard ČSN EN. The theses solve the static effect of the construction and design of individual parts and materials. Theater has dimensions 49.0 x 25.6 m, max. height of 12.5 meters. The construstion is devise to withstand a weight and applicability. The supporting structure of the roof is solved using by 13 arched plate girders. The second variant is designed as arched truss girders. The gable wall is glassed-in, glass envelopes support by wooden structure with columns and side runners. The work also includes solutions for joins and construction details. The structure was solved in the program RSTAB Dlubal 8. The assessment of the components was done using additional module TIMBER Pro. First Variant of plate girder was checking by manual report. The work includes drawings.
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The experimental family house
Švorcová, Barbora ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of the bachelor thesis is the design of an experimental residential house. The proposed structure has the form of a free-standing dome, which covers a building located inside. The area around the building under the dome creates space for an unconventional winter garden. The construction of the roof was designed and assessed in terms of geometry in two variants, in the shape of a geodesic and ribbed dome, with diameter 24 m and height 12 m. The considered material of the ribbed dome is glued laminated timber. In addition to the wooden one, the geodesic dome was also designed in a steel variant. Within the bachelor‘s thesis, the structural load, limit states and design of the main joints were dealt with. The house under the dome was considered in the form of a study of possible designs. In addition to the traditional light-frame construction, a structure made of panels of cross-laminated timber was also assessed.
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The botanical pavillion in Jihlava
Kuchtová, Ludmila ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of this diploma thesis is to design a load-bearing structure of the botanical pavillion in Jihlava. The construction is designed as a variable structure of both steel and timber. Each solution has a different type of ribs. The layout is a hexadecagon with maximum dimension of 30 meters. The height of the building is considered to be 10 meters.
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