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Assembly of Steel Hall in Okřínek
Zdražil, Luboš ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
The bachelor thesis describes the realization assembly of steel hall in Okrinek. The part of this stage is assembly off all elements steel hall including trapezoidal sheet metal. The thesis handles with technological prescription, assessment of transport itineraries, itimized budget with statement of quantities, design of site equipment, construction schedule, inventory of machines, control and test plan and occupational safety and health. In the last chapter of the thesis, there is described a fire-resistant coating of steel construction. The annexes consist of blueprints situation, The situation with wider transport relations, blueprints for the site technologies, process of assembly of stell hall, process of assembly of trapezoidal sheet metal and schedule.
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Administrative building with storage hall - preparation for carrying of supporting structures
César, David ; Kratochvílová, Erika (referee) ; Biely, Boris (advisor)
The content of the thesis is preparation works for realization of the supporting structure to an administrative building and a storage hall in the town of Troubsko. The administrative building has three above-ground floors; vertical supporting structures are made of the Porotherm ceramic blocks, and the ceilings are made of the Spiroll prestressed ceiling slabs. The storage hall is made of steel with a truss girder with the span of 31.5 metres, the supporting pillars are made of I 500 profiles. The thesis includes the technical specification of the selected technical stage, the technical specification of the construction site facilities, the technical specification of general transport conditions, technological prescription for the steel hall assembly, the design of machinery system, the inspection and test plan for the hall assembly, the environmental requirements, health and safety protection during work. The enclosures contain a table with inspection and test plan, the construction site layout, the itemized budget, the time schedule, the spending cap, and a labour deployment schedule.
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Preparation of the implementation of the prefabricated hall of the power plant in Mělník
Vondřejc, Adam ; Rotrekl, Ivo (referee) ; Kantová, Radka (advisor)
The subject of this diploma thesis is the construction technological project of the implementation of the prefabricated hall of the power plant in Melnik. This thesis conatins a technical report, project of the site equipment with technical report, time and financial plan of the building, study for the realization of major technology stages, desingn of assembly machines, budget of object, technological specification of steel structure and cast-in-place constrution of pump pit, also monitoring and test plans.
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Load carrying structure of multipurpose hall object
Prokešová, Pavlína ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of diploma thesis is to design and assess a multipurpose hall building in the area of Brno. The shape of the hall is rectagular with dimensions 30,0 x 84,0 m. Roofing stucture is disegned and assessed in three versiions. Variant A is designed as a sadle - type truss from the CSH profile. Variant B is designed as a square - type truss from the CHS prosile. Variant C is designed as a arched truss from the CSH profile. These versions are compared by weight, manufacturing complexity and appearance. Preferable version is processed in detail. The work also includes a static calculation of the supporting elements, joints and drawing documentation..
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Industrial Hall with Administrative Building
Ceh, Ondřej ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
This thesis contains a design of a steel structure of two-bay industrial hall with an administrative facility in the city of Brno. There are 3 variants of solution for industrial steel hall with duopitch roof with overall dimensions 60x74 m and detailed structural analysis of the first variant. Height of the hall is 10,5 m. Main structure of the roof is designed as frames from steel profiles with purlins from cold rolled sections, a span of frames is 30 m. The material of main frames is steel S355, material of purlins is S450. The hall is equipped by overhead crane with loading capacity 5 tons. Bolted connections will be done with maximal stiffness and feasibility of the structure. The administrative facility is designed as an independent building with 3 floors, the floor plan is semicircular with diameter 48 m.
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Office building with storage area
Vít, Marek ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
The theme of the bachelor thesis is a new building of an administrative building with a storage hall, which will primarily serve for storage in the village of Troubsko. This work is aimed at elaborating project documentation for construction work. The building is non-basement with three above-ground floors. The construction is designed from the Porotherm system with prefabricated ceilings made of prestressed Spiroll panels. The storage hall will be made of a steel skeleton, single-skinned with sandwich panels. The roof is on the top of 2.NP flat single-layer with top layer on parts of concrete pavement on rectifiable targets and vegetation parts. Above the 3rd floor there is a flat single-layer roof with a top vegetation layer and above the storage hall there will be a flat roof with a classical layout of layers with a top layer of PVC foil. The object is functionally divided into 2 parts. The administrative part is primarily used as a base for employees of the production hall in the 1st floor, in the 2nd floor and 3rd floor there are offices. The storage hall will then serve mainly for storage purposes and dispatch preparation.
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Construction and technological project of multifunctional building on Želatovice
Minarovič, Kamil ; Kopecký, Lukáš (referee) ; Novotný, Michal (advisor)
In this diploma thesis work is the goal of the construction technological project of a multifunctional building in Želatovicích. The content of this diploma thesis is the solution of the summary of the technical report, a study of the implementation of major technological stages, the time schedule of the main construction of the object, schedule object, the technological regulations for the monolithic ceiling structure and installation of steel structures, inspection and test plans, risk with subsequent security measures, itemized budget with bills of quantities, solving the major transport routes, design of mechanical assemblies and equipment to the construction site. The substrate was drawing documentation for the implementation of this construction.
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Steel construction of an exhibition pavilion
Wawreczka, Karel ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.
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The Sport Hall
Střelcová, Eva ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The bachelor´s thesis contains design of one-floor sport hall with span of 30 m and lenght of 60 m. Height of the hall is 12,5 m. The roof structure is designed as a system of truss girders and truss purlins. Spatial rigidity of the structure is secured by bracing. Main structural material is steel S355 JR+AR ČSN EN 10025-2. Drawings contain flor wiew, sections of the hall and drawings of anchoring the building.
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Steel load-bearing structure of a sport hall
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The project's purpose is to create a design of a steel load-bearing structure of a sports hall with a floor plan measuring 30 x 63 m in dimension. The structure will be used for common indoor sports and consists of main trusses with parabolic chords and piston rods. The trusses are pinned on columns. The centre to centre spacing between the trusses is 9 m. The Columns are fixed to their bases.The Rigidity of the main frame is ensured by a sway and longitudinal bracing system. All bars are rolled steel profiles and are designed according to current ČSN EN standards. All elements are made from class S 235, S 355 or S 460 steel.
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