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Execution of superstructure of an extension of a production hall in Veřovice
Šilhová, Kristýna ; Liška, Pavel (referee) ; Nečasová, Barbora (advisor)
The subject of work is the solution of stage gross superstructure of production hall in the village of Veřovice. The work includes construction and technological report, site facilities, solving traffic routes from the production to the place of construction, tech-nological specification for prefabricated skeleton and sheathing, the most appropriate machine assembly, schedule, costing, inspection and test plan, safety work.
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The warehouse in Polna - rough upper construction
Chroustovský, David ; Řihák, Pavel (referee) ; Biely, Boris (advisor)
This work includes a step of rough upper construction of warehouse in Polná. Part of this work is the construction and technology report, technical report of site facilities, design of mechanical assemblies, technological prescription for ferroconcrete skeleton, technological prescription for sandwich panel cladding, a report on the wider transport relations, a report on the protection of health and safety on site. Attachments include drawings of building equipment, layout scheme cargo trailers, assembly diagrams, calculation of weight trailers, routes wider transport relations, budget and schedule.
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Construction technological project of a multipurpose sports hall Kojetin
Gregovský, Adam ; Klimszová, Alžběta (referee) ; Diaz, Yvetta (advisor)
The solution of this Diploma thesis is a construction technological project of multipurpose sports hall Kojetín. It contains a comprehensive section for the implementation of this structure. Work in this technological project is included the following elements: inspection and test plan, technological standard, technical reports, the financial plan, the timetable, principles of organization development, budget, maintenance and service life, energy label of the building envelope.
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Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
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VUT - Reconstruction of the building A1-building and technological project
Stašová, Darina ; Venkrbec, Václav (referee) ; Henková, Svatava (advisor)
Subject of this diploma thesis is construction technology project of reconstruction of object A1, faculty of mechanical engineering, BUT in Brno. This diploma thesis contains technical report of construction site, construction site equipment project, time and financial plan, budget of one building object, technological study of the major technology stages, design of mechanical equipment, technological specifications and quality controlling inspections.
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Realization preparation University Centre in Zlín
Rokosová, Iva ; Kučera, Zdeněk (referee) ; Kantová, Radka (advisor)
Diploma thesis is focused on the preparation of the implementation of the University Centre in Zlín. The work includes building technology study and subsequent construction technology project. In this thesis, the aim was to determine the time, financial and material demands of the project, choose the optimum process of construction, ensure BOZP, make the proposal buildingsite for the individual stages, the calculation of costs of site preparation and select adequate mechanical the assembly. It was drafted fire assessments of buildings.
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Firehouse
Výšek, Jan ; Burianová, Lenka (referee) ; Kacálek, Petr (advisor)
Diploma thesis solves the creating of layout study and creation of documentation for the realization new fire station. In the object is contemplated with placement of regional fire brigade unit, category JPO I and volunteer firefighter unit of city together, category JPO III/1. Fire station category will be considered as P1. The object consists of two structurally and functionally different parts. The first part is made of ceramic masonry with external thermal insulation composite system. Here are located administrative and operational premises. This section has two floors. Second part is solved as single-storey skeletal system made of reinforced concrete, roofed by prestressed concrete trusses. This part contains technical facilities and a garage. The cladding of the skeletal part of building is designed by using sandwich facade panels. Object has dissected ground plan, maximum dimensions are 54,80x22,20 m. Building has no basement and is roofed by flat roofs only. Object is located in peripheral locality of the city Jaroměř. Surrounding terrain is flat. Solved area contains a few related objects.
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Industrial hall
Forman, Radek ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Two-bay hall for warehouse and manufacturing purposes with supporting steel structure and thermally insulating sheating with width of 36 metres and lenght of 72 metres. The hall incorporates two overhead cranes with maximum load of 32 and 40 tonnes. The main supporting structure is a system of plate girders and beams. The beams are connected with hinges and are placed with intervals of 6 metres. The hall design is intended for 1st snowing area
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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