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Procedural parameters at Inconel 625 cladding
Hrádek, Jan ; Mrňa, Libor (referee) ; Kubíček, Jaroslav (advisor)
The research is focused on cladding of inconel 625 using the MAG - CMT method. It was found that welding without an oscillation does not create the necessary geometry to establish additional layers. When welding with an oscillation, it was researched that the current between 150 and 200 A appears most appropriate in the synergistic mode for welding inconel 625. The resulting weld bead was made at a current of 190 A with pulse dynamics correction set to -4 and correction of arc length to +10 and welding speed of 315 mm per minute.The weld bead was not ideal mainly due to insufficient height. The improvement of results could be achieved by set oscilation with fluent change in acceleration. Because of the time options and difficulty of programming it was used only constant speed for all experiments.
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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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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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Construction-technological project of production and storage hall
Marek, Jiří ; Hejl, Martin (referee) ; Diaz, Yvetta (advisor)
This diploma thesis deals with construction-technological project of production and storage hall in Hradec Králové. The thesis deals with complex of the implementation of the construction and focuses in more detail on the implementation of both foundation structures and assembly of the steel frame. The project includes a technical report on the construction technology project, a study of the implementation of the main technological stages of the main building, design and assessment of construction routes, construction equipment project, financial and construction schedule, machine design, schedule and budget of the main building, control and test plan for foundation structures, and occupational safety and health.
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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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Entrance hall of multi-storey building in university area
Jež, Matěj ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The objective of the bachelor thesis is to design and verify sufficient resistance of load-bearing construction system and cladding made of structural glass. The object is located in university campus at the suburban area of the city of Ostrava, in district Ostrava Poruba. Floor plan is 8,5 x 12 m. The object is composed of six floors and its total height is 21 m. The object is connected to rest of the building. Main load-bearing system consists of frame made of composite steel and concrete rectangular columns and steel beams. Staircase steel beam and reinforced concrete slab are ensuring spatial rigidity. The object was designed according to currently valid standards using ultimate limit state and serviceability limit state verification.
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Production and storage hall Jindřichův Hradec - rough upper construction
Hirsch, Roman ; Bříza, Lukáš (referee) ; Biely, Boris (advisor)
The focus of this thesis is on the description of realization of rough upper construc-tion of warehouse in Jindrichuv Hradec. The thesis consists of report on construction and technology, technical report on site technologies, wider transportation connections, technological guidelines for prefabricated reinforced concrete frame, proposal for the machinery assembly, report on safety and health protection on construction site, envi-ronmental requirements, control and exam plan for prefabricated reinforced concrete frame and in lastly also financial comparisons of brick construction and mounted struc-ture. The annexes consist of blueprints for the site technologies, scheme of the cargo distribution in the trucks, routes of wider transportation connections and also detailed budget with timeframe.
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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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Multipurpose Hospital Building in Český Krumlov - Building Technology Project
Mikulášek, Jiří ; Nečasová, Barbora (referee) ; Liška, Pavel (advisor)
The diploma thesis is focused on the elaboration of a construction technology project for the construction of a new hospital pavilion in Český Krumlov. The thesis processes the preparation of construction and proposal of the organization of individual activities on the construction site in time sequence. The thesis contains technological regulations for the foundation of construction and realization of the monolithic frame on the 1st floor, which also includes drawings of the formwork of the ceiling slab and a scheme of formwork of columns and walls. Further contents are technological report, technological study of realization, transport relations, time and financial plans, complete construction site equipment for the whole construction phase, design of construction mechanisms and assessment of their suitability for use, resource balance, technological analysis, itemized budget, and occupational health protection for selected processes and noise studies dealing with the impact of building construction on the surrounding development.
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