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Exhibition Gallery
Železná, Radka ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This master´s thesis is deal with desing of steel structure of exhibition gallery. According to the task have been design of new structures in accordance with applicable standards. The desing of building came frome several studies.
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Sports hall with facilities and restaurants, Valašské Klobouky
Naiser, Jaromír ; Šteffek, Libor (referee) ; Kacálek, Petr (advisor)
This thesis covers brand new detached sports hall with facilities and restaurants in Walnut Klobouky. Sports hall has a floor partly sunk below the surface, contains grandstand for 340 spectators. The second part, ie background sports hall is in the basement, the ground floor is a restaurant kitchen. The building is designed in plan shape of two rectangles. The roof is gabled and desk. Cladding the halls are ventilated, part of the facilities and restaurants are contact-insulated. Staff restaurant facilities are located in the floor, engine room ventilation are 3, in the hall, first underground floor and first floor. The heat exchanger is designed, which is applied hot water. The finish consists of ceramic tiles in the lobby is used double wood board flooring. The supporting structure consists of prefabricated unit first underground floor SPIROLL.
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University dormitories
Kubínová, Veronika ; Sibilla, Luboš (referee) ; Struhala, Karel (advisor)
The diploma thesis deals with project of a new building of university dormitories in the city center of Brno. It is detached building with basement and four above-ground floors with the irregular rectangular shape. Dormitories can be divided into three fundamental parts. The underground garages can be considered as the first part. Parking places are designed only for students, occasional visitors, and employees. In the underground floor, technical rooms and large warehouse can be found. The second part is designed to the general public including association areas such as reception, coffee-house with outdoor terrace, copy center and tobacco shop. Rooms for students, manager offices, repairman’s room, and laundry can be found in the third part. In total there are 44 two-person rooms and one room for a disabled person on the second floor. The structural system of the building is a cast-in-place concrete frame with a filling of ceramic fittings. The external wall is insulated with mineral wool with a ventilated facade and fiber-cement facade tiles. The building is based on base piles with a pile under each pillar. Vegetation covers a flat roof as well as a part of the north side of the facade. There will also be a public park and two volleyball fields in the area.
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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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Multi-Storey Administrative Building
Tomeš, Martin ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The diploma thesis deals with the design of the administrative building from steel S420, S355 and concrete C25 / 30 with reinforcement made of steel B500B. The office building is a column-type with reinforced concrete ceiling. The building is equipped with a footbridge on the 10th floor. Two variants have been elaborated. Both of them were calculated in the program Scia Engineer. The winning variant is processed in detail.
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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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Structural design of the testing centre
Růžička, Martin ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The master´s thesis concerns with the design of the construction of the testing centre. The hall is divided in two parts, in one of those parts the office rooms are located. The precast concrete frame of the hall is composed by foundation pads, columns, secondary beams and crane beams, precast slabs, and prestressed girders. The thesis contains report, structural design, drawings of floor plans and sections, drawings of formwork and reinforcement, visualization and steps of construction.
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Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Fire station in Žamberk
Daníček, Michal ; Ešpandr, Jan (referee) ; Bantová, Sylva (advisor)
The subject of this diploma thesis is the design of the new building of the fire station in Žamberk. The building plot is located on the northwestern outskirts of the city of Žamberk in the street Čs. armády. The fire station building is free-standing and contains two above-ground floors and a tower for drying hoses. On the first above-ground floor, there is a garage for emergency vehicles and associated areas such as a wash box, a technical room with a backup source of electricity, a cloakroom with emergency clothing and washing facilities, fuel storage, a warehouse, a building maintenance workshop, a machine service workshop, sanitary facilities, hose drying and a corridor with a staircase to the second above-ground floor. On this floor, there is an administrative part, a dirty and clean changing room, hygiene facilities, rooms for day and night emergency, a slide to the ground floor, and a room for physical training of fire station workers. The building has a simple shape of two rectangles locked into each other with a distinctive square tower. The object is based on foundation footings and belts. The vertical support system of the above-ground floor is a prefabricated reinforced concrete frame with infill masonry made of ceramic blocks. Horizontal load-bearing ceiling structures are reinforced concrete prefabricated beams with pre-stressed ceiling cavity panels. The roof structure is designed as a single-skin flat roof weighed down by a layer of washed river aggregate.
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