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Crawler undercarriage for building machines
Richtr, Pavel ; Pokorný, Přemysl (referee) ; Kašpárek, Jaroslav (advisor)
The point of the bachelor’s thesis is to recapitulate pieces of knowledge about types of crawler undercarriages to the weight of 10 tons, make survey of application various types of undercarriages for concrete types of machines, to give and confront properties of undercarriages and tracks in the light of weight of machine and operating specifications.
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The Roofing of the Sport Hall
Müller, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
In my project I dealt with a proposal pool roof in the town of Brno. As the main construction material was used glued laminated wood. For affiliate structure was used steel and solid wood. Construction has a span of approximately 40 meters, length 60 meters and a height about 11.5 meters. For a given type of structure and for aesthetic and ergonomic reasons, decided to design a curved beam of glued laminated timber supported by a pillar of glued laminated timber. End of the cantilever beam is supported by a steel column.
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Pedestrian bridge in Staré Město
Němec, Martin ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
Bachelor’s thesis “Pedestrian bridge in the village Staré Město” is focused on reinforced concrete of pedestrian bridge for walkers and bikers. The pedestrian bridge we can find on the river called Krupá. The structure is considered as a frame. The goal of the work is suggest a horizontal part of the frame and supporting wall. Calculations were made in the program called Scia Engineer. Appraisals were made by hand.
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Cowhouse in Králíky
Nováček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis describes the structural design of the load bearing steel structure of cowhouse located in the municipality Králíky. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s a structure formed by the main frames at a distance of 5 m apart, which are placed in a rectangular plan of 30 x 60 m. As the main material of load bearing elements was used a steel S355. The specificity of the structure is location in a place with above average snow and wind loads. The couwhouse is intended for housing hundred and fifty cows. The work consists of a static calculation, which assessed individual cross sections and joints.
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Warehouse Hall with Outbuilding
Růžička, Jan ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall with outbuilding in the city of Brno. Plan dimensions of the building are 24x48m. The main supporting part is diagonal links with range 18m and a height in the top of the ship 8.9m, which is hinged to the base structure. The main structure is articulated outbuilding with dimensions 6x48m and height in the top 5.6m. Diagonal frame links are formed of beams and columns. Among the main support frames are thin-walled solid purlins reinforced rods. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels. The calculation has been done in Scia Engineer 2012 program and by hand calculation.
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Tennis hall
Mynaříková, Alice ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The Bachelor’s thesis describes the design and check of the construction of a tennis hall. I have chosen the design of glued laminated timber in combination with solid timber. The plan dimensions of the hall are 23.275 x 67.375 m. The work includes by a technical report, a design calculation, a statement of material and design documentation. Next, the work deals with a special wall system.
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The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
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Multipurpose barnbuilding
Janírek, Karel ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The content of the bachelor thesis is a proposal and evaluation of the timber construction of multipurpose barnbuilding. It is used for breeding and presentation of animals, especially horses. The building is situated outside the urban area near the Jeseník municipality. Plan dimensions of the hall are 25,0 x 44,0 m. Height is 12,5 m. It is a curved construction of glued laminated timber. The hall is made of 12 cross – binding – triple joint arches in the shape of circle. Individual cross – binding are distanced 4,0 m. The stability of the whole construction is toughened by 3 areas of bracing. Plan dimensions of the stable are 7,0 x 64,0 m. Height is 4,515 m. Construction of the stable consist set of 17 frames of glued laminated timber, distanced 4,0 m. The stability of the whole construction is toughened by 2 areas of bracing. The calculations were made in compliance with the Czech technical norms ČSN EN.
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The storage hall
Urbánek, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The subject of this bachelor's thesis is to design the steel roof structure of storage hall in the area of Třebíč city. The plan dimensions of the structure are rectangural 43.200 x 27.850 m. The height of the structure is 8,150 m. The hall is design with gable roof. The main load bearing structure is comprised by an arch frame. The width of the frame is 24.000 m. The spacing of the frames is 4.200 m. Thje frames are connected with purlins. The longitudal rigidity of the structure is provided by transverse wind braces, purlins and walers. The roof covering is composed of sandwich roof panels laid directly on the purlins. The cladding is composed of sandwich wall panels. Along the storage hall is a covered ramp.
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