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Supermarket in Olomouc
Brodecká, Denisa ; Bukovská, Pavla (referee) ; Pilgr, Milan (advisor)
The assigment for bachelor thesis was design and check of load-bearing steel structure in Olomouc in Moravia. The ground dimension are 24 x 40 m, height is 10 metres. The building construction is designed as a single hall with double-pitch roof and a slope 9°. Main frame is based on plate frame with anxial range 5 m. Transverse bracing ensure the rigidity of the structure from the plane of the frame. Wall cladding is storage on column and roof cladding is on purlins. The materiál used is steel S235. Bachelor thesis includes the assesment of the main load bearing structure elements, design of the selected details and their drawing solutions.
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Timber framework of family house in Protivín
Kučerová, Michaela ; Buchta, Stanislav (referee) ; Bukovská, Pavla (advisor)
The subject of this thesis is the analysis of load bearing timber structure of a family house. The house is designed as two-floor building. The plan dimension of the building is 11x8m and the height is 7m. The load bearing structure of the roof is designed by timber counter truss. The load bearing structure is designed from timber columns with dimensions 60 x 120mm, which form a spatial system in plan grid 625mm. The house is situated in South Bohemia in the city Protivín.
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Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
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Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
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Wooden structure of a hall for cultural and social purposes
Dlouhá, Markéta ; Balázs, Ivan (referee) ; Bukovská, Pavla (advisor)
This bachelor’s thesis deals with the design and assessment of a load-bearing wooden structure of a hall for cultural and social purposes, which is located in the town Prostějov. The ground plan dimensions of the construction are 40×25 metres and the height of the construction is 10 metres. The structure is covered with a green saddle roof with 10° inclination. A main load-bearing system is constructed of transverse frames from truss girders and columns made of a glued laminated timber. The axial distance of the frames is 4 metres. The roof construction is completed by purlins. The transmission of loads in longitudinal direction and the spatial rigidity of the structure are secured by the system of bracing. These elements are designed from a solid timber.
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The roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
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Multipurpose Sport Building
Trávníček, Jakub ; Bukovská, Pavla (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the design of the construction of multipurpose sport building. Hall ground plan dimensions are 30 x 48 m. Height of the hall is 17 m. Sports building is designed in the Brno locality.The load - carrying construction system consistis of a transversal truss beams composed of tube profiles.Transversal beams are supported by joint bearings. The calculation was done in the Scia Engineer software.
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Multipurpose barnbuilding
Janírek, Karel ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The content of the bachelor thesis is a proposal and evaluation of the timber construction of multipurpose barnbuilding. It is used for breeding and presentation of animals, especially horses. The building is situated outside the urban area near the Jeseník municipality. Plan dimensions of the hall are 25,0 x 44,0 m. Height is 12,5 m. It is a curved construction of glued laminated timber. The hall is made of 12 cross – binding – triple joint arches in the shape of circle. Individual cross – binding are distanced 4,0 m. The stability of the whole construction is toughened by 3 areas of bracing. Plan dimensions of the stable are 7,0 x 64,0 m. Height is 4,515 m. Construction of the stable consist set of 17 frames of glued laminated timber, distanced 4,0 m. The stability of the whole construction is toughened by 2 areas of bracing. The calculations were made in compliance with the Czech technical norms ČSN EN.
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Steel structure of cultural hall
Trávníková, Nela ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The object of the Bachelor’s thesis is the design and the assessment of the supporting steel structure of cultural hall. The dimension of ground plan is 35 x 60 m and the height of the structure is 14 m. Structure consists of thirteen main trusses in 5 metre distance. Main truss is composed of pin-supported truss girder in shape of wave, which lies on columns. Main columns are fixed in main course and pin-supported in longtudinal course. Frontal columns are pin-supported in both courses. Main trusses are connected by purlins and girts. Spatial rigidity of the structure is ensured by four sway bracings and four longtudinal bracings.
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Design of a technological structure with use of BIM methodology
Brodecká, Denisa ; Bukovská, Pavla (referee) ; Vild, Martin (advisor)
Diploma thesis deals with the design of load-bearing steel structure for hot vapor air cooler. Part of this diploma thesis is also modal analysis of the construction and subsequent inspection of eigenmodes for eigen frequencies close to frequencies of the ventilator, to assess the resonance. The thesis contains of the design and check of structure elements in the computational software, including hand-done static calculation of chosen elements. Five joints are solved using Idea Statica and five hand-done checks of sub-connections, including design and solution of foundation pad. Next part of the outcome of this thesis is creation of digital construction model, including drawings. The Tekla Structures software was used to create DiMS.
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