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Heating and hot water of pension
Beneš, Josef ; Formánek, Marian (referee) ; Počinková, Marcela (advisor)
The Bachelor thesis deals with heating system and preparation of hot water for a boarding house building. In the thesis is introduced fundamental systematics of heat line water systems and heating distribution. By the most frequently used materials are identified advantages, disadvantages and possibilities of application. Piping joints are divided according to disassembleability and single options are furthermore described. In the calculating part is analyzed the particular building based on its characteristics. According to this analysis is the building classified from the viewpoint of energetic demands and therefore was determined its “Building envelope energy label”. Based on those and additional data was designed the heating system in correspondence with national regulations. Suggested solution takes in account efficiency, comfort, acquisition and operating costs.
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The Roofing of The Multipurpose Building
Jelínková, Markéta ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
The bachelor thesis deals with the structural design of a multipurpose hall. This object is located in Česká Třebová. The dimensions of the rectangular plan are 45,6 x 61,5 m. The length of the multipurpose hall is 13,365 m. The main structural elements are made of steel grade S235. The main girders are the arched trusses which are connected to concrete pillars by pinned joints. The structure is composed of rolling sections and tubes.
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Exhibition pavilion
Řeháček, Jakub ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.
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Locksmithery
Benýšek, David ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with design of the load-bearing steel structure of locksmithery, which is located in the village Oldřichovice, in the old collective farm complex. The structure is designed for ultimate and serviceability according to normative requirements ČSN EN. The construction has a width 8,32 m, a length 20 m and a syntactical height 6,0 m. It is a structure consisting of transverse framework bindings at a distance of 5,0 meters from each other. For all elements was used steel S355. In the building is designed bridge crane EKKE about the capacity 5t from company DEMAG. The work consists of a static calculation, which assessed individual cross-sections and joints and also contains drawings and engineering report.
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Supporting structure of exhibition pavilion
Novotný, Petr ; Štrba,, Michal (referee) ; Röder, Václav (advisor)
This bachelor thesis focuses on the design and stress analysis of the steel construction of an exhibition pavilion in Brno which utilises tensegrity in its load-bearing system. It also includes the assessment of the main load-bearing construction elements and of the details of selected connections. The thesis also contains the design documentation of the building.
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Railway Station in Zlin
Benýšek, David ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The diploma thesis deals with design assessment railway station steel structure with roofing platform in Zlín. The structure has a lenght 80m, a width 44m and a height 9,87m. The structure is divided into two parts, first part consists office building and second part consistsroofing platform.The supporting structure of the hall is a transverse bond, which is formed by rounded truss ginder and truss columns with axial distance of 5 meters. The main construction material is steel S355JR. The work contains structural design report load-bearing elements, including joints and details. The calculations are processed according to the valid norms ČSN EN.
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Steel Structure of Observation Tower
Virág, Patrik ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The subject of the diploma thesis is design and structural analysis of loadbearing steel structure of observation tower, which is located southeast of Černá Hora, township Blansko. The design is processed in two options. Parts of the thesis are engineering report, structural design report for both of the options and graphical documentation in specified range. The structure’s height is 25.3 m and maximal ground plan dimension is 6 x 6 m. Steel grade S355 was chosen as main material. The sub-objectives of the structural analysis are load effects calculations (permanent load, imposed load and climatic load), entering of loads to the calculation model and calculation of internal forces and deformations. An assessment of the supporting elements and selected joints is also included. There are dynamic design features considered in the calculation. All calculations were performed in accordance with valid ČSN EN standards.
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Ice Hockey Stadium
Čech, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Work deals with variant design of steel structure of ice hockey stadium located in Opava. It is a three-aisled hall with shape consists of intersection of ellipse and rectangle with dimensions 70 x 82m. The roof has cylindrical shape with approx. 50 m radius. The building is about 14 m high. Object is divided to three parts – main aisle and two side aisles. The main aisle contains of a rectangle of dimensions 40 x 42 m and two semicircles of radius approx. 20 m. Frames of main aisle are made of arc roof truss connected to steel plate columns. The side aisles with rectangular shape with dimensions 15 x 42 m are connected to main aisle. The structure of side aisle is made of a sloped roof truss. Longitudinal bracing and cross bracing are used to obtain spatial rigidity of the structure. Roof and wall cladding is made of Kingspan sandwich panels.
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Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Multipurpose sports hall
Svoboda, Filip ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor thesis deals with structural design of a load bearing structure of a roofing of a sports hall. Span of the structure is 37,7m, length is 56m and height is 10m. Main construction material is steel, grade S235. Main load bearing structure is made of frames with axial distances of 6m. These frames are made of truss with triangular cross section. Frame has variable cross section at both ends. Frame is curved and has different radiuses in the middle and at the ends. Global stability is carried by two roof bracings, which are between two frames. Internal forces were calculated in software scia engineer.
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