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Steel Load-bearing Structure of a Museum Exhibition Gallery
Guziur, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.
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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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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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Construction-technological stage of the stock hall in Jiříkovice
Čačaný, Lukáš ; Bříza, Lukáš (referee) ; Mohapl, Martin (advisor)
This bachelor thesis deals with the processing of the technological stage which is the upper carcass of the storage-administrative area. In this work we deal with technical management, situation of construction, equipment of construction site, item budget, time schedule, technological progress of construction, design of machine system, control test plan and work safety of technological stage.
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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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Footbridge
Blaška, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The subject of the final thesis is timber footbridge for pedestrians and cyclists over the Desna river in Loucna nad Desnou village. The length of the footbridge is 30 m, width 3 m and height is variable from 4 to 5 m. The footbridge is covered with roof inclination of 20° in transverse direction and the roof is arch in longitudinal direction. Roofing is metal sheet. The structure is three-dimensional truss consists of two truss connected by rafters, floor beams and by members of bracing. The 2D-truss consists of bottom chord, top arch chord and webs. There are end posts made of streel bracing frames. The material of structure is mostly glued laminated timber, then timber and steel. The steel is used for connectors and steel bracing frames.
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Multi-storey building
Jetonický, Pavel ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The subject of the master´s thesis is the design and assessment of the static load-bearing steel structure office building. It is an eight-storey building with a floor plan and dimensions 54x15m. The proposal has three variants. In one of them a steel frame with a hinge attached elements. These are the pillars, beams, trusses, joists and purlins, which are coupled with trapeze plate and thereby secure the stability of the position in the horizontal direction. The steel structure is placed between the reinforced concrete towers.
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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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Multi-storey building
Cmajdálková, Alžběta ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The subject of the master’s thesis is static design and assessment of the static load-bearing steel structure. The structure is designed for the site Brno. Specifically this is an eight-storey office building with a 54 x 12 m floor plan and a total height is 30,2 m. The steel structure is lovated betwrrn teo reinforced concrete towers secure for vertical transport. The structure is designed in three variants. In the one of them a steel frame with hingee attached elements. The ceiling structure is designed as composite steel and concrete structure.
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Information Centre
Kovář, Jindřich ; Štrba,, Michal (referee) ; Barnat, Jan (advisor)
This bachelor thesis is concerned with the static project and the consideration of the carrier steel construction of the information centre that means the two-storeyed building with the 24 x 24m extent. The project is solved by two options. In both cases, the steel basis with components united by articulated joints is concerned. These are pillars, supporting joists and ceiling beams that are composited with a concrete desk so that they ensure the position stability in a horizontal direction. The both options differ from each other by the position stability method in a vertical direction. In the first case, the vertical clamps avoid the deformation. In the second case, two frame constructions are designed for both yawing directions. The result was the choice of the first method that is discussed in a more detailed way further.
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