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Preparation of the implementation of Kelčský Javorník Lookout Tower, Rajnochovice
Vokurek, Kamil ; Rotrekl, Ivo (referee) ; Kantová, Radka (advisor)
This diploma thesis is based on preparation of the implementation of Kelčský Javorník Lookout Tower in Rajnochovice. The main idea of the lookout tower constructing is to increase the local tourism. Diploma thesis assesses the whole project and it is focused on the foundation of the rough lower construction and also on assembly of the higher construction. Planning was assessed in terms of time, finance and in terms of the use of material resources. The quality of construction will be ensured by created inspection and test plans. To increase the overall service life of the structures, a scheduled maintenance schedule was designed. A variant solution of electricity supply was proposed, which will shorten the construction time, reduce the total construction costs and the overall maintenance of the building during its lifetime.
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Restoration of limestone in Grygov
Varga, Peter ; Mikeš, Stanislav (referee) ; Guzdek, Adam (advisor) ; Šuhajda, Karel (advisor)
The topic of the bachelor thesis is the restoration of former limestone in the village of Grygov. The document is based on an architectural study prepared within the subject AG034 Studio of Architectural Creation – Restoration of Monuments. The limestone building is located southeast of the built-up part of the village Grygov in connection with a significant landscape phenomenon of limestone quarries. Restoration is solved as a conversion, when the building is changed its original function. At the same time, it is a modernization of the building with an emphasis on preserving its original character. The intention was to convert the industrial building and industrial spaces into a multi-purpose cultural centre. The concept of restoration is to preserve the unique areas of the limestone factory, searching for a connection between the industrial character of the limestone factory from the 19th century and new, modern constructions. The object was approached by the principle of preserving what is valuable and replaceable or cancelling non-renewable parts. The proposed changes do not disturb the overall architectural character and appearance of the existing building. Dispositional changes are proposed by resolving the disposition of the limestone factory to the multifunctional centre. Unique spaces and structures will be preserved, namely an oval furnace, a walkway, a wooden ceiling, a perimeter wall made of quarry stone, a chimney and the eastern part of the roof. The building on the northwest side is in a demolished condition due to a collapsed roof structure. The spaces on the 1st floor are functionally divided into three parts. Exhibition, multifunctional spaces, sanitary and technical equipment, small restaurant with bar. The spaces on the 2nd floor are divided into two parts. A large hall, which is connected by a staircase to the ground floor. The attic space of the 2nd floor is divided by the chimney.
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The Forest Viewtower in Beskydy
Kamrádová, Michaela ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
Topic of this Master's Thesis is a design and a statical evalution of a load bearing structure of an observation tower in Beskydy mountains. Ground plan of this structure is in a shape of a nonagon with a non-roofed interior space. Height of the observation tower is 38,5 m, the shape of a ground plan doesn't change with a radius of a circumscribed circle of 12 m. The structure is designed from glued laminated timber, solid wood and steel. Columns bear horizontal beams and their stiffness is ensured by horizontal and inclined reinforcing beams. Main load bearing columns, upper and lower beams are designed from glued laminated timber GL24h. Upper beams and beams of a gallery are designed from glued laminated timber GL36h. Horizontal stiffener is designed from solid wood C24. Central column, inclined beams, stairway, water slide cantilevers, rod and central rod are designed from steel of a strength class S235. Cantilever for gallery is designed from steel of a strength class S355. Connections are designed from steel elements. Statical evaluation, technical report and construction drawing are included
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Measurement of changes in the inclination of the Velký Kosíř lookout tower structure due to the influence of wind stress
Smetana, Jonáš ; Bárta, Ladislav (referee) ; Bureš, Jiří (advisor)
This thesis deals with the issue of displacements and deformations of building constructions. Specifically, it deals with changes in the inclination of the Velký Kosíř lookout tower structure due to wind stresses. The first part of the thesis deals with the theoretical description of the issue of displacements and deformations of buildings and measurement methods. The second part presents the testing of the geodetic method used for dynamic measurement. This involves setting up a total station in an automatic tracking mode and aiming a reflecting prism. The third part then deals with the actual measurement of the lookout tower Velký Kosíř, evaluation of the stage measurement, interpretation of the results and comparison of the methods used. These methods are represented by the polar method in a standard mode and the polar method in the mode of automatic tracking of the reflection prism and measurements of dynamic acceleration using accelerometer. The final objective is an evaluation of the inclinations under given wind conditions and the evaluation of the lookout tower inclination in the long term.
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Analytical Design Optimization of a Structure
Šubíková, Magdaléna ; Vlk, Zbyněk (referee) ; Hokeš, Filip (advisor)
The bachelor thesis deals with an analytical optimization of the construction design. Designed structure was inspired by a steel structure of the Bernard lookout tower. The analytical optimization was performed on a partial model of the structure and static analysis was obtained using the direct stiffness method. Two models for optimization were created in Scie Engineer 20.0 – one partial, the other complete. The impact of the optimization on the mass and cost of the structure was assessed.
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Center winery Nemcicky
Mezník, Lukáš ; Velička, Jaroslav (referee) ; Dýr, Petr (advisor) ; Kalousek, Lubor (advisor)
The objective of this Bachelor Thesis is the design of the new building of the winery center near the village Němčičky in the district Břeclav. The Bachelor Thesis expands and specifies an architectural study which I drafted as my AG32 course during the winter semester of my second-year study up to the level of Documentation for Planning Permission and Documentation for Execution of the Project. The assignment was to design a new building of the winery and winery center, south of the Němčičky. It was supposed to be a dominant building on the hillside of a vineyard, which leads around the wine-growing hiking trails. This winery center should popularize local wine making and a location known as the Blue mountains. The building should be able to produce of electricity, preferably on the wind base. Next there should be a lookout tower that would create an interesting tourist destination from whole center. The design concept was based on spiritual symbolism, where wine became the core of everything. The building should its mass solution to be a temple, where the lookout tower is a banner and a beacon, which the summons its sheep while providing a view of the country covered with vineyard. The design is two-story object of winery serving as a place to present the brand, sale wine and wine tasting. The tower is freely accessible to the public. Center is wooden frame structure with a green roof and lamellar facade, which supports the connection between nature, wine and the building itself. The lookout tower is steel with wooden lathing that connects both buildings.
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Steel structure of lookout tower
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The diploma thesis deals with the design of a main load-bearing steel structure of the lookout tower with the height 35,5 m. Two different types of solution were designed. The first design is a spacial truss structure and the second design is a fixed solid cantilever. The first solution was chosen to be further developed. The truss structure has square plan that varies with height. The width is 6,6 m in the level of supports and 3,6 m in the narrowest section. Main bearing members are five pin-supported columns. The base material is steel of class S355.
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Load-bearing structure of lookout tower
Leško, Adam ; Barnat, Jan (referee) ; Balázs, Ivan (advisor)
Diploma thesis deals with the design and assessment of load-bearing structure of lookout tower in locality of Spálava peak in Železné hory. Structure is designed on fourt-pointed star ground plan with dimensions 12 x 12 meters. Lookout tower is 35 meters high, the viewing platform is at a height of 30 meters. Structure is designed as a spacial truss. Most load-bearing elements are made of solid or glued laminated timber. The central column is made of steel.
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Lookout tower Vršek nad Zlínem
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis deals with the design and assessment of the load-bearing structure of the lookout tower. The tower is 37.45 m high with the layout in the shape of a regular octagon. The object is located within the city of Zlín. The project is provisionally drawn in two variants. Hand-static calculation, drawings and engineering report is processed only for one variant. The variants differ in the structure of staircase. The thesis is drawn up pursuant to the standards of ČSN EN.
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