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Auto center VW Mikulov
Kováčik, Branislav ; Bílek, Zdeněk (referee) ; Dýr, Petr (advisor)
The aim of this bachelor's thesis was to create documentation for a building permit and documentation for the construction of a building, the basic compositional and architectural design of which is based on a previously processed architectural study within the subject AG033 - Atelier of production buildings. This is a design project of the Volkswagen Group Autocentre in Mikulov. The specified land intended for development is located in the westernmost part of the town of Mikulov in the cadastral territory of the town of Mikulov, it is an industrial zone of the town. The surrounding buildings are largely made up of low-rise large-scale buildings, production halls, storage facilities or agricultural buildings and their accessories. Within the zoning plan, the area adjacent from the south side to Jiráskova Street is listed as a brownfield. The shape of the land predetermines the proposed construction of the longitudinal shape of a deep character, as the land is stretched in the north - south direction and has the shape of a gradually narrowing trapezoid. The terrain is slightly sloping and descends to the south. From the south side, a wastewater treatment plant is adjacent to the solved area. The bachelor's thesis also deals with the solution of the external modifications of the area, including transport infrastructure, stratification and the number of parking spaces. An essential part is also the distribution and character of the upper and lower greenery, the location and shape of the areas intended for demonstration vehicles. Last but not least, the work deals with the solution of engineering networks within the technical equipment of buildings and technical infrastructure, management of waste, etc. The proposed building respects the floor plan delimitation of the land, primarily by maintaining the parallelism of the perimeter walls with these boundaries. The central element of the mass composition is an extravagantly designed ellipse used as the main exhibition space, opened by a large-area rounded glazing into the entrance area of the exterior. The remaining masses of the building are formed by blocks of different height levels, which achieves the compositional principle of gradation. The completely monotonous mass of the production hall is broken in each field by a massive skylight encircling the building along the entire perimeter of its section. The building has premises for warehousing, administrative activities, exhibition premises, technical facilities and premises belonging to professional workplaces of car mechanics. All material segments of the building are interconnected by internal passages. The whole building has a purely industrial character, which is based on the character and purpose of use of the building and has a connection with the automotive industry. The main materials used in the construction of this building are structural steel, concrete and thermal insulation perimeter panels. The façade emphasizes the essence of the ellipse, which is largely-glazed, while the storage and production areas are hidden in the rear and their visual layer is formed by sheet metal in gray, respectively. white color.
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Business Centre
Suchomel, Tomáš ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this Master’s thesis is to design a load-bearing steel structure for a multi-storey building. The building is of 35 x 35 m floor plan. The roof is at height of 48,5 m which is the 13th above-ground floor of the building. In the bottom half of the building, the floor plan area is continuously decreasing from the ground up while in the top half of the building, the floor plan area is increasing from the middle to the top part of the building. The floor plan area of the ground floor and the top-most floor are of the same size. Two alternative plans were designed. They are of the same shape of the structure while differentiating in the solution for the spatial rigidity of the structure. The ceiling design is designed as a joist system. The structure was assessed by ULS and by SLS in accordance with valid eurocodes. The structure is glass-sheathed.
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Technological stage of the rough superstructure of the sales hall in Tišnov
Staudinger, Jan ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
This bachelor thesis deals with the technological stage of rough superstructure of sales hall in Tišnov. Bachelor thesis contains engineering report focused on rough superstructure, situation of construction site with wider transport relations and solution of transport routes, design of construction site equipment including it’s engineering report, itemized budget, time schedule and design of machinery for the rough superstructure stage. Part of the thesis is technical prescription for assembly of prefabricated systém, also solution of safety measures on the construction site and inspection and test plan.
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Realization of Steel Construction of Workshop Hall in Studenec
Petrů, Václav ; Porwisz, Ondřej (referee) ; Mohapl, Martin (advisor)
This bachelor thesis deals with the construction of a steel structure that will serve as a maintenance hall for agricultural machinery. The building is located on the outskirts of the village Studenec. The bachelor's thesis contains a technical report of the solved object, the situation of construction with wider relations of transport routes, technological regulation for the construction phase of steel structure with item budget, which contains statement of acreage, design of construction site equipment and technical report of construction site equipment, time schedule, design of machine set for steel construction construction. The work deals with the construction of a steel structure, for which quality requirements and their provision are processed. The content of the work is also the safety of the solved technological stage and fire protection of the steel structure.
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Multifunctional multi-storey building
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this thesis is a design of a multifunctional multi-storey building consisting of six floors which is located in Česká Třebová. The floor dimensions of structure are 56,5 x 26,5 m and its height is 22,150 m. The building is covered with green roof. The mail load bearing structure consists of primary beams, secondary beams, columns and vertical bracing. The floor structure is designed as a composite steel and concrete structure. The spatial rigidity of the structure is secured with vertical bracing and rigid concrete roof slab. Main used materials are structural steel S235, S355 and concrete of grade C25/30.
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Lookout tower
Jedzoková, Patricie ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the diploma thesis is design and assessment of a steel lookout tower situated in Beskydy mountains. Two different variants were designed. The first variant is of square shaped plan and the second one is of hexagonal shaped plan. Both variants are spatial truss structures. They are shaped as hourglass. The variants were compared and the first one was chosen to be further developed. The lookout tower is 36 meters high and it is divided by floors. One floor is 3,6 meters high. The widest section is 8 meters, the narrowest section is 5 meters wide. The structure is pin-supported into concrete foundation. The concrete is class C25/30. The roof covering is made of trapezoidal sheet of class S280GD. Each steel element is made of steel of class S355.
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Warehouse hall ACO Přibyslav - rough superstructure
Marčík, Filip ; Průcha, Aleš (referee) ; Biely, Boris (advisor)
The purpose of this bachelor thesis is to solve technological stage of rough superstructure of warehouse hall in Přibyslav village. Bachelor thesis contains technical report of rough superstructure, transport routes, draft of site facilities and technical report of site facilities, itemized budget, timetable of works and proposal for machinery assembly required for rough superstructure phase. Thesis solves prefabricated system, and contains technical note for this system, inspection and test plan for prefabricated system and time and economic comparsion of heavy assembly by two different machine assemblies. Also, a part of the thesis is managing of work safety issues on the construction site and risks.
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Winery Marcinčák Novosedly
Buchta, Václav ; Klement, Miloš (referee) ; Boleslavská, Yvona (advisor) ; Kacálek, Petr (advisor)
The bachelor's final project is based on atelier project of the third semester of the bachelor's study program. The object is distinctly different from the original. The task was to design a winery with recreational capacity and social facilities. The plot is located on Stará hora in the regulation plan of the Novosedly village. The surrounding areas of the construction site are vineyards and other agricultural lands. there is a considerable view of the surrounding countryside, including the Pálava protected landscape area. The solved plots are gradually sloping towards the southwest. the investor demands designing of a production wine hall with at least six tanks and storage facilities. furthermore, the assignment to create 10 double accommodation units, a social room for private events and a public representation part. The building compactly combines three functions together to minimize heat loss, but at the same time it uses three different access areas: public, private and industrial. The construction respects the surrounding terrain in its shape and retains rainwater on green roofs or in the storage tank. The material solution of the exterior is based on trapeze sheet ventilated facade of white color and a reflective glass surface. the interior is industrially designed. concrete and ceramic surfaces are aesthetically visible. Technical distributions are run on the surface of structures. Generally It is dominated by concrete, ceramic surfaces and stainless or galvanized steel elements.
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Technological project of an indoor tennis hall construction in Uherský Brod location
Něnička, Roman ; Venkrbec, Václav (referee) ; Diaz, Yvetta (advisor)
The thesis is focused on the technological project of an indoor tennis hall construction in Uherský Brod. It is completely embracing the construction of the hall in terms of a carcass with its roofing. It reveals a technical report that describes the construction with reference to the used construction materials, positioning in the site and looking into its impact of the building on the environment. The following aim of the thesis is also a design of a machinery needed to implement the object. It also shows an assessment of machines and mechanization transport routes in terms of road traffic, a time and financial plan of construction, a draft and design of the equipment construction site, an analysis of economic costs of the construction, a material resources plan for the construction, a technological regulation of a flat roof and a quality test scheme along the construction.
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Rally team base
Mikeš, Daniel ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of the diploma thesis is the design and the assessment of the steel structure for rally team base in Napajedla, which contains the space for the administration and the space for the service hall. The overall ground plan proportions of the structure are 30 x 26 metres. The structure for administration is the four-storey building. The ground plan proportions of this structure are 30 x 12 metres and the height is 14.5 metres. The ground floor grid of the main load-bearing structure is 6 x 6 metres. The height of the one floor of the structure is 3.5 metres. The structure of ceilings and roof is designed like composite steel and concrete structure. All joints of the steel structure for administration are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and by the rigidity of composite steel and concrete structure of ceillings and roof. To the structure for the administration is connected structure for the service hall. The ground plan proportions of this structure are 30 x 14 metres and the height is 10.5 metres. The main structure of the structure for service hall is frame with the rigid joint in the corner of the frame. The axial distance of the main structures is 6 metres. All joints including the rigid joint in the corner of the frame of the steel structure for service hall are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and horizontal roof truss bracings. The whole structure is designed of steel S355.
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