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Implementation rough superstructure hall in Kuřimi
Schrámek, Martin ; Kučera, Zdeněk (referee) ; Kantová, Radka (advisor)
The object of work is a stage of assembly of prefabricated reinforced concrete supporting construction of hall in Kuřim. The warehouse hall will be used for purpose as warehousing and distributing of furniture fittings. The thesis contains a data accompanying report, summary technical report, transport relations, technical report of site facilities, technological regulation of supporting construction, itemized budget including bills of quantities and schedule of work for supporting construction, control and test plans, proposal of machines assembly, technological regulation of structual shell hall panels of Kingspan, comparison structual shell hall panels of Kingspan and hypothetical brick of blocks with thermal insulation. In attachment are contain whole drawings for individual methods and review static load capacity of mobile crane, situation, transport relations, site facilities, layout plan, first floor plan, sections, ceiling plan and elevations.
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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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Steel Structure of Industrial Building
Buchta, Vojtěch ; Horáček, Martin (referee) ; Brosch, Petr (advisor)
The diploma thesis deal with design of a technological building in Ostrava serving for the sorting of slag to enagle its sequential use. Geometry of the structure was customized to technological requests. Static system was considered in two versions – joint connections with vertical bracing and omni-directional frame. For detail processing was chosen the joint one, besause it showed up as more advantageous. Static calculation was performed by Scia Engineer 14 software, then some typical connections and drawings were manually designed.
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Polička riding hall
Andrlová, Lucie ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis is to design and assess the wooden riding hall for horses. The object is located in Polička. The construction has a rectangular shape with dimensions of 21 m x 42 m and arched roof. The design is made of glued laminated wood, solid wood and steel elements. The basic supporting elements are full-thickness girders made of glued laminated wood which statically act as double-jointed arches. Steel transverse stiffeners and purlins that provide stability to the trusses are designed from a solid wood.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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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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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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Implementation of the rough construction of the bowling center Bílá hora
Hladký, Dominik ; Kolečkářová, Barbara (referee) ; Kantová, Radka (advisor)
The subject of this bachelor thesis is the stage of assembly of a precast reinforced concrete structure with loadbearing structure of a roof of a bowling center Bílá hora. It deals with the working procedure of the assembly of the load-bearing reinforced concrete frame, the load-bearing parts of the roof structure,report of site equipment, time schedule, used building equipment, inspection and testing schedule, occupational safety and line-item budget. The thesis also includes a comparison of clay block cladding with mineral wool contact thermal insulation and Kingspan insulated panel system. In attachment are contain drawings individually assembly proces, situation, site equipment, assembly drawing panels Kingspan, technology detail
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Load bearing steel structure of the sport stadium roofing
Kerouš, Jakub ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 82,8 m length and 29,0 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,6 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, prefeable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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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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