National Repository of Grey Literature 75 records found  beginprevious45 - 54nextend  jump to record: Search took 0.00 seconds. 
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.
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.
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.
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.
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.
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.
Preparation for rough superstructure steel buildings in Uničov
Vondřejc, Adam ; Kolečkářová, Barbara (referee) ; Kantová, Radka (advisor)
The main purpose of the bachelor thesis is to describe technological state of rough upper construction of the steel production hall which is part of the location of the company Melites s.r.o, I will design optimal working procedure for the most effective construction regarding the foundations of the construction. I will focus on different variants of the lifting equipment. Furthermore, I will concentrate on fire prevention systems for steel constructions while applying the knowledge on this particular object. In addition, the thesis includes budget, monitoring and test plan and schedule of work in which I will mention also building envelope of the steel hall.
Construction technological project of repairer of agricultural equipment in Otice
Stiborský, Viktor ; Hrdličková, Eliška (referee) ; Novotný, Michal (advisor)
This diploma thesis is concerning construction technological project for construction of steel hall for agricultural company in Otice. It contains study of the realization of the main technological phases of the object, solution of major traffic routes for materiál supplying, time schedule and financial plan, project for construction zone equipment, draft of the building machines and mechanism, technological specifications for mounting of the supporting structures and ceiling structures Spiroll, control plan and trial plan including risks with safety solution for both phases. It is also prepared itemized budget and construction details. The basis for this diploma thesis was design documentation.
Construction technological project of factory hall in Bílovec
Carbol, Štěpán ; Kopecký, Lukáš (referee) ; Novotný, Michal (advisor)
This thesis addresses the construction of steel buildings in Bílovec. In this work we are solved structurally technological study of the construction of steel buildings. The work deals with the traffic situation around the building and a landing distance. The thesis focuses on the installation for the steel skeleton and industrial floors of wire reinforced concrete, time and financial plan, project, site equipment, design of main construction machines and mechanisms, timelines, capital construction object, then control plan for the steel skeleton and industrial floor. Moreover, it is processed itemized budget including bills of quantities, Risk Plan for the steel skeleton and industrial flooring and design details. The basis for this work was the design documentation for the realization of this project.
Steel load-bearing structure of an industrial hall
Jaroš, Jakub ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The bachelor´s thesis contains design of one-aisle industrial hall with span of 24 m, length of 72 m and height of the holder of craneway 9 m. In hall there are two cranes, first one with load capacity of 32/8 t and second one with load capacity of 12,5 t. 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 S235 JR+AR ČSN EN 10025-2. Drawings contain flor wiew and sections of hall and manufacturing drawings of truss.

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