|
|
Departures Hall
Kubíček, Ján ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This thesis focuses on the design and assessment of the supporting steel structure of departures hall for international airport Pardubice. The design is processed in two variants, one of which is selected and further elaborated. The hall contains one-story built for office and comercial use. To obtain the internal forces in the structure, modelling of the hall in the FEM computermodeling software was selected. The thesis includes manual assessment of selected elements and details, the assessment of elements in computational software, drawings and bill of material.
|
|
| |
|
|
Steel Structure of Multipurpose Hall
Vošček, Martin ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
Theme of this bachelor thesis is calculation and design of steel load bearing structure. The plan of the multipurpose hall is in rectangular shape with the width of 28m and length of 46m. The roof is in circular arch shape. Whole structure is designed from S355 steel. Structure is situated in Brno and is designed according the Eurocodes.
|
|
|
CONSTRUCTIONAL-TECHNOLOGICAL STUDY OF HALL REALIZATION IN BLANSKO
Škopík, Michal ; Kopecký, Lukáš (referee) ; Novotný, Michal (advisor)
This diploma thesis deals with solution of construction of steel hall in Blansko. In this thesis is solved constructional-technological study of construction of steel hall. The thesis focuses in assembly of steel skeleton. More specifically deals with traffic situation around building, time and financial plan of the building for individual objects, draft of equipment of construction site, design of the main lifting machines and mechanisms, schedule of the main building object, safety measures at the construction site and ensuring quality requirements for the installation of a steel skeleton. Extra is processed itemized budget with bill of quantities, risk plan of construction of steel hall and construction details. This building is very interesting about architectural design. The basis for this thesis was a drawing documentation for realization of this construction.
|
|
|
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.
|
|
|
Two Bay Industrial Hall
Hetmer, Jakub ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This bachelor´s thesis "two-bay industrial hall" is processed in the form of project documentation according to applicable regulations. It is a steel hall. It is designed as a single-storey, two-bay with a gable roof. The hall is located in Brno. Main structure consists of planar cross coupling, which is stored on restraint articulated columns. The construction is designed 9 cross ties and spacing of individual bonds is 6.0 m in the extreme lateral links are hinged mounted columns with stored axial length 6.0 m, which are secured lattice bracing longitudinal forces from the effects of wind. All columns are stored on concrete footings. In the longitudinal direction of the object is reinforced by transverse glue press in the plane of the roof and walls. Lateral bracing is located in the outer fields of the structure. Purlins and side runner are statically designed as simple beams, stored in the longitudinal direction of the transverse links and columns.
|
|
|
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.
|
|
|
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.
|
|
|
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..
|
|
|
Two-aisle hall
Zehnálek, David ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is the design of the supporting steel structure two-aisle hall in the town Austerlitz. Plan dimensions of the building are 72 x 54 m main body is cross-link a span of 24 and 30 m and height of the top of the aisle 8.60 and 8.75 m, which is clamped to the base structure. Binding is composed of trusses and columns. Trusses are hinged on columns. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels.
|
guest ::
