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Building of Rubber Production in Odry
Dohnal, Filip ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The object of this thesis is to design and assess steel structure “of hall for industrial production at Odry. The object has a rectangular shape with dimensions 48 x 56 m, with saddle roof with slight inclination and 10,6m high rooftop. The object is a two-bay hall, the main supporting part is formed by frame ties of two sections from plate profiles, on frames are mounted plate purlins. Longitudinal rigidity is ensured by transverse bracings, the transverse rigidity is ensured by frame ties. The supporting part of the wall and roof cladding is made of sandwich panels.
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Motor show
Kopal, Marek ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
By submitting my thesis I designed three variants of the steel construction of the motor show. The ground dimensions of the entire structure are 56 x 40 m. The building eaches a height of 21 m above the surrounding terrain. The object is the administrative part of the rectangular ground plan and the exhibition space of the perimeter ground plan. The circular part is a covered dome. Variants differ in design of the radial arc cross section in the dome cover. Part of the main structural elements. The winning variant includes a solution of selected details elaboration of detailed drawings of solved connections and creation of workshop documentation of the selected work.
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Load-carrying structure of motor show
Náplava, Ondřej ; Barnat,, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this work is design and check load-carrying steel structure of motor show in two variations. A given object is situated in Uherske Hradiste. The steel structure is created by two objects (main and adjoining), whose plans are partly overlaid. Main object has circular ground plan and adjoining object has rectangular ground plan. Building is two-storey. For analysis of internal forces, was constructed virtual spatial model, which was used for an optimization of partial bars for both limit states. The cladding will be made by system of roof panels Brollo and Rockwell. The wall facing will be glass wide, from isolation glasses Stavebni sklo and wall panels Brollo.
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Evaluating of actual state of existing designs
Kopec, Jan ; Balkanský, Ondřej (referee) ; Schmid, Pavel (advisor)
This study deals with evaluation of current state of existing constructions. In the theoretical part of the study are explained the standards for the design and execution of concrete constructions, which specify for which materials and types of structures, including calculation methods for the design and execution of concrete constructions, these standards can be used. However, are described principles of rating existing buildings according the principles for evaluating existing structures according to applicable standarts and description of the most common and the most appropriate diagnostic methods. In the practical part are mentioned theoretical knowledge from the currently valid standards practiced on the example of the evaluation of existing construction of cinema Scala in Brno. Building-technical survey of the building will be done and its output will be evaluated of building-technical survey of the building and the draft of preliminary measures.
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Roof Structure of Swimming Pool in Budišov nad Budišovkou
Eliášová, Kristýna ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My Bachelor thesis deals with the design and review of a bearing steel structure of the roof of indoor pool building. The construction is of rectangular shape with dimensions of 28 x 46 m and its height is 7.5 m. Bearing structure consists of 11 transversal bindings, placed 4.6m per width of between each. Transversal binding consists of cantilevered columns and jointly set saddle trusses. All the calculations are done according to relevant ČSN EN directives.
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Office Centre
Dohnal, Filip ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The object of this thesis is to design and assess steel structure of multi-storey office center in Nový Jičín. The object is supposed to have an rectangular shape with dimensions 54 x 72 m and roofed atrium in the middle. The object has 6 overground floors. Roof height is 29 m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracings and variant B is braced by bracing frames. Floor structurs of both variants are made of steel secondary and primary beams, which are supported by steel columns. Facade and atrium roof cladding is made of glass panels.
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Pavilion for Modern Arts
Hýblová, Kateřina ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The assignment of my degree work was a proposal of two variants of the steel structure of a modern art exhibition hall. The ground plan dimensions of the structure are 52,5 x 24 m. The whole structure of the two variants is supported by two quadrilateral truss columns and the upper floor level is at a height of 8 m above the ground. The ceiling structure is set by the truss girders. The proposal of two alternative solutions and the assessment of the main structure support elements forms another part of the work. With a winning option then a solution of the selected details, working out of the detailed drawings of the solved joints and the creation of the workshop documentation of the selected parts is supposed.
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Building for sport purposes
Navrátil, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The theme of this diploma thesis is design and check load-carrying steel structure of building for sport purposes in two variants. Building is situated in Holešov town. Primary emphasis is placed on purpose of this building and on her integration to the given locality. The steel structure is created by two objels, main (hall) and side part (admin. part). Both of this building have common east wall. Plan dimension of hall part is 40 on 40m and the highest point of this part is 15,9m height above ground. Admin. part is greated like frame with columns in 8x8m grid and 8m height. Overall height of this part is 8m. For analisys of internal forces was constructed spatial bar model which was used for an optimization of partial bars for both limit states. The cladding will be made by system of Kingspan panels.
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Sports Hall
Soudek, Jan ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
This thesis deals with the design of steel structure of the sports hall in the Chrudim region. The hall has a rectangular shape with dimensions of 35 x 57 m and a height 10,65 m. Traverse bond makes a square truss with span of 35 m placed on columns. Purlins with span of 6 m are placed on the trusses. Roofing and curtain wall is made of sandwich panels.
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Museum pavilion in Frýdlant nad Ostravicí
Hýblová, Kateřina ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The submitton of my thesis was to design a load carving structure for the exhibitional purposes of a museum. The plan of the structure is 18 x 30 m with the distance of the main frames of 6 m. The beight of the main frames is variable. The building consists of plate columns and a bent plate-shaped foof girder. The work includes: the validaion of the main structural elements, solution of some chosen details, elaboration of detailed drawings of the used connections (joints).
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