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Military museum Kraliky - planning of implementation and management of construction
Kucsera, Adam ; Mohapl, Martin (referee) ; Šlanhof, Jiří (advisor)
This thesis is aimed at the Military Museum in Kraliky. This construction made on the basis of the initial design of the designer. For this reason, it was necessary to deal with during the processing work some technical problems, transport of materials to the construction site or purely site layout itself. The whole area of the museum consists of several buildings. The largest and main building of the exposition hall with steel supporting structures, then there is the Administration building, which in turn is a brick workshop that has as Exp hall steel structure. There is also a replica of the First Republic Military cottage, which has a wooden frame and demonstration area, where there will be live demonstrations of military equipment.
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Multipurpose hall in Holice
Rückerová, Eva ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
Master´s thesis deals with the design and assessment of the roof construction of the multi-purpose hall in Holice. The other two dimensions of the hall are 28 x 45 m. Height of the hall is 11,28 m. Roofing is done in three variants. The final solution is processed for one presentation. The main supporting element is formed by cross-linking arc beam made of laminated wood. Girders are spaced 5 m and connected purlins. Stability of the construction by three field bracings. The cladding is a rafter, shuttering of OSB particle that carry the roof deck.
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Multi - Purpose Sports Hall
Baudišová, Monika ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of a multi-purpose sports hall. The aim of this work is to design a support structure with a diameter of 80.0 m at ± 0.000. Construction of a circular layout in the level of ± 0.000 of an external diameter 80.0 m. Height of the hall at the top is 20.0 m Indoors girders is solved in 36 beams which meet at the middle of the rings. Ensure the stability of bracing. Anchoring is done by pin connections located at the bottom of the strip, anchored in concrete bases through the base plate and pre-concreted anchor bolts.
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The Steel Structure of a Hangar
Růžičková, Markéta ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The purpose of this dissertation is to take into consideration the design and the steel structure assessment of the hangar for small propeller aircraft type Cessna. The platform dimensions are 40,0 by 60,0 metres. Headroom is around 10,0 metres. The object’s location is in Brno. The main structural material is steel S355J2. There are two initial geometric alternatives, in other words structural modifications of desired solution. These are spatial truss arc tie beam and garland tie beam. The two alternatives were tentatively designed according to their dimensions and the main supporting elements of both alternatives were also assessed and considered. The alternatives were finally evaluated and one option was selected for detailed processing. In turn of the chosen option, there had been drawing of detailed analysis of the main load bearing parts of the construction with joints and some other details included. Furthermore there is drawing documentation and supervisor’s technical report attached. The valid standards CSN EN were used in processing of this dissertation.
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Design of foundation pit in metro construction in the section Dejvická - Motol
Krško, Matúš ; Kliš, Lumír (referee) ; Miča, Lumír (advisor)
Diploma thesis deals with design and assessment of bracing the excavation during the construction of subway in the route Dejvická – Motol. The introduction presents possible methods of bracing. The next part is design and assessment of the chosen option, which ensure this construction. It consists of considering of engineering-geological conditions, static design, technological process of building and construction plans.
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Roofed Stands of Sports Stadium
Vild, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
In this master's thesis a steel structure of roofed stands of a sports stadium is developed. Inner forces and design of elements are solved with the program Scia Engineer. The computational model is designed as a three-dimensional bar structure. Main elements are also designed by hand for verification. Elements and joints are designed according to ČSN EN 1993. Anchorage of columns is designed as semi-stiff. Three variants differ in type of longitudinal bracing. The most convenient, a model with truss bracing, was worked out in detail.
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Load carring structure of a riding hall
Kubíček, Michal ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Master's thesis describes the design and check of the construction of the riding hall. Here are compared two versions the steel structure riding hall. For select version is here technical report, design calculation, statement of material and design documentation. Next is prepared specialization in the field of building construction.
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Connecting Footbridge
Sláma, Jakub ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this master’s thesis was desingn and assessments the connection of two buildings by footbridge corridor. The structure was designed as a lattice structure without verticals. Construction is stored on two pillars lattice design. Cladding footbridge was cosidered by glazing. Construction is freestanding and doesn’t load bordering adjacent buildings.
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The Roofing of the Sport Multipurpose Hall
Koteš, Mário ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
Main task of this thesis is to design a roofing of multi-purpose sport hall. Multipurpose sport hall has a floor dimensions 48 x 35 m and is 16.0 m high. The hall is composed of cross-linked steel girders saved on rolled profiles of columns, which transmit loads into concrete pile foundations. Gable roof has a slope 7° and it is hidden behind a parapet which consists of steel square profiles. The construction consists of thin-walled purlins made by the company Voestalpine. Rigidity is ensured by steel elements in the plane of the roof structure in the longitudinal plane and gable walls. The thesis is carried out in compliance with the Eurocodes.
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