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The roof structure of the planetarium.
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.
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Analysis of structure using stages calculation
Čejková, Eva ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
Bachelor thesis deals with the roof structure, its static assessment and analysis phases of construction. It is a roofing tennis hall parabolic trusses, which are formed from steel. In the hall there are three tennis courts and space for an auditorium for spectators. The entire structure and calculations are processed in a static software RFEM by the Dlubal. Only the load cases are calculated manually.
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The Roof Structure of a Multipurpose Sport Building
Stehlíková, Iveta ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The goal of this bachelor work is designed and reviewed the roof of the timber construction of multifunction sports structure, the span is 40 m and the length is 60 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are solid girders, which static function as two hinged arch. The stability of the girders is ensured by purlins and transverse stiffeners. The stiffeners are situated in four fields. Front sides are made by girts and truss columns.
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Load carring structure of a riding hall
Lička, Vojtěch ; Šmak,, Milan (referee) ; Sýkora, Karel (advisor)
The thesis focuses on a gantry of a riding hall, which will be realized in Opava region in the village Albertovec. This hall will serve for riding competitions. Proportions of the inner riding area are 20x60 metres. The gantry is constituted by 7 cross-links, which are formed by roof trusses and plane solid columns anchored into steel bases. Individual trusses are connected by 12 metres long lattice purlins. The strength of the construction is ensured by systems of stiffeners and the subsequent cover comprises of a roof and wall cover. Above the roof surface there is a lengthwise daylight.
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The Footbridge
Volejník, Petr ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
The theme of this thesis is the design and assessment of the supporting structure of a footbridge over the river Svratka in Brno. Span bridge is 40 meters and width of 4.2 meters. The bridge is located in the administrative area Brno - Bystrc.
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Load bearing structure of a multi storey building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.
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The steel construction of a volleyball hall
Kratochvílová, Veronika ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The diploma thesis deals with the study of sports hall designated for volleyball. The volleyball hall is steel construction with arched truss with span of 30 meters. Sport`s background, roofed by mono-pitch plus saddle roof, is part of south-easterly side of the hall. The hall is situated in moderate slope terrain in cadastre unit Zbraslav na Moravě. Designed hall has rectangular plan (48 x 30 m) to this belongs also the foyer and the clubroom. Clear height of the hall is 15 m. Object consists of columnal structural system with steel columns that support arched truss. Center to center spacing of main truss is 8 m. The object is set up on reinforced concrete foundation pad. Column foot is sticked in foundation pad and column head is pinned. Roof’s and wall’s bracings provide stability of the hall. Curtain walling and roof cover is made of sandwich panels Kingspan. Insolation and daylighting is guaranteed by plastic windows set in the wall.
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The Botanical Pavillion in Brno
Rusoňová, Nikola ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
Master´s thesis describes the design and check of the construction of botanical pavillion in Brno. The structure has an elliptical ground plan with dimensions 34 x 20 m, height of 9 m. The supporting structure consists of 16 support curved ribs which are braced at the top of the elliptical steel ring. Between the ribs are inserted purlins which support the perimeter cladding. The supporting structure is designed as an alternative system as girders of glued laminated timber and as system of steel truss girders.
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Multi-purpose sports building
Vrátný, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
This thesis describes the design of a multipurpose sports hall in Pribram. The sports hall is situated in the town of Pribram II. The aim of this work is to propose bearing structure with dimensions 49 x 28 halls has a background in the shape of L in the level of ± 0.000. Maximum height of the hall is 14 meters.Structure of the hall consists of arched trusses in 7 m grid supported by steel columns. This is a column support system. The building is based on the footings. Ensure stability bracing. Perimeter and roof cladding consists of sandwich panels.
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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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