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The roof structure of the industrial hall in Kyjov
Nosková, Nela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The Bachelor´s thesis describes design and static assessment of the main roof structure supporting elements of the roof structure of the industrial hall in Kyjov. The hall is designed from timber. The aisle is rectangular floor plan 17,0 x 40,0 m. The main bearing structure causes as a frame truss supported by columns. Solid frame is made from solid timber C24. Purlin is designed from solid timber C24. The static calculation also includes fire resistance reports of single elements. Static analysis has been accomplished by student version of the SCIA Engineer 2012 software.
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Office building of brewery in Černá Hora, technological solution of roofing stage.
Nevole, Jan ; Rychtecký, Martin (referee) ; Kovářová, Barbora (advisor)
The aim of this bachelor thesis is to design a roof construction for a building used as an administrative centre at the Černá hora brewery. The attachments provide a solution in forms of a wooden roof frame and a flat roof constructed from tie beams. The thesis contains the technological procedures for constructing both variants of roofing, principles according to which is the construction organised, safety and health measures taken on the construction site, design of the mechanical assembly, time plan, controlling and testing plans for both variants and construction details.
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Construction-technological project of Ayurvedic pavilion in Počátky
Lisý, Ondřej ; Selník, Petr (referee) ; Vlčková, Jitka Laura (advisor)
The diploma thesis deals with realization of an Ayurvedic pavilion in the premises of Saint Katerina Resort. The proposed new compound is designed to extend the leisure services of the Saint Katerina Resort in Počátky. The feasibility study of the main technological stages of the project is solved in this diploma thesis. The construction of the object is described in the technical report. Both a detailed itemized budget of the construction and a detailed timetable to show the duration of each process is elaborated for the construction technology project. Futhermore, the design of site construction equipment, design of machine assembly, time deployment of machines and staff balance is elaborated. The project includes a technological regulation of the realization of the skeleton supporting frame structure and both control and test schedule. The work safety for the assembly of the wooden building supporting frame is composed.
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Locking device for sliding roofing of the swimming pool
Sedláček, Jan ; Hort, Filip (referee) ; Brandejs, Jan (advisor)
In first part, this bachelor thesis tries to summary possibilities of covering and roofing of swimming pool. It deals in detail with the most expanded type of swimming pool roofing – the sliding roofing. The analysis of roofing efficiency has been performed and the primary positivities of this type of roofing have been founded. The next section describes constituent elements of sliding roofing. The second part of bachelor thesis focuses on design of locking device for sliding roofing of the swimming pool. First, the proposal of solutions was done. The proposal is based on two solutions. The first proposal is based on the idea of railroad conduction in all segments, the second proposal suggest the railrod conduction only for the biggest segment, the other segments wheel on the floor. For the design was chosen second proposal, created a 3D model and drawn the assembly drawing.
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Technological stage of realization roof of polyfunfcion building
Rozvadská, Marcela ; Ing.Roman Bravenec (referee) ; Diaz, Yvetta (advisor)
This work deals with a solution of the technological phase of roofing on the polyfunctional building Masaryčky centre in Trenčín. It compares the current resolution of the roofing with an alternative suggestion. In the current resolution there is designed a classic, flat roof with gravity layer of polystyrene concrete and PVC of hydro insulation film. In alternative suggestion there is designed a gradient layer insulation of expanded polystyrene and hydro insulation of bitumen. Construction of flat roof is compared in terms of price, construction time, labor intensive and quality materials.
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The steel construction of an exhibition pavilion
Petrovičová, Lucia ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The content of this bachelors thesis is design and appraisal of the steel construction of an exhibition pavilion. Ground plan dimensions are 39,2 x 50,0 m with approximate height 10,7m. The supporting system of the structure consists of planar transverse linkages which are created by lattice truss.The design is selected from two pre-solved geometrical and structural variants which are compered on the basis of the weight of structure and ultimate and serviceability limit state. From the selected variant is made detailed static assessment and drawing documentation.
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The load bearing steel building structure of the car showroom
Hubáček, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This work contains a proposal supporting steel structure of the single- industrial buildings intended for parking motor show / exhibition cars in Brno. Building plan dimensions are 20 x 36 m. The main structure is defined by a planar cross-linked. Transverse bond is formed trusses, connected by purlins. Trusses are on both sides of the structure hinged to the fixed columns. The main beam is made up of trusses with an installation height of 1,5 m at midspan. Distance crosslinks is 6 m. Spatial rigidity is ensured by a system of longitudinal transverse stiffeners. Steel truss rods are made of rolled profiles are pillars of HEB profiles and purlins are designed from rolled profiles I. The design is carried out according to standards EN. Used material bearing elements is steel S 235 (regular steel).
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The roofing of amphitheatre in Vizovice
Kuchtová, Ludmila ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The scope of this bachelor’s thesis is to design roofing over a natural amphitheater stage in Vizovice. The structure is designed as a variable structure in verison of both steel and timber. Each solution has a different structural composition. The layout is triangular with width of 18 meters and length of 15 meters. The height of the roofing is considered to be 9 meters.
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