|
|
Static solution of cylindrical prefabricated retention tank
Červená, Adéla ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
This bachelor's thesis is focused on a static solution of cylindrical prefabricated retention tank. The calculation of internal forces is made by software SCIA Engineer. Reinforcement is designed according to the magnitude of the internal forces. The tank elements are assessed for the ultimate limit state and the serviceability limit state. Furthermore the stress in the foundation base is assessed and ground water is assessed too. Part of the thesis is drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
|
|
|
Design of column
Marko, Libor ; Buzík, Jiří (referee) ; Nováček, Filip (advisor)
The thesis contains information about the design of pressure vessels and describes their individual parts. It is mentioned production of individual parts and the process including assembly parts in one unit. The thesis includes options of control and testing of pressure vessels. It is described kinds of built-ins of distillation column and the basic principles and types of distillation. It is created stress analysis of pressure vessels parts according to ČSN EN 13 445 – 3, and also stress analysis of the selected part of column by using FEM. Mechanical drawing of distillation column is part of the thesis.
|
|
|
REINFORCED CONCRETE CYLINDRICAL TANK
Chumová, Petra ; Podroužková, Božena (referee) ; Šulák, Pavel (advisor)
The Bachelor´s thesis focuses on a static solution of reinforced concrete cylindrical tank. The thesis comprises dimensioning of the bottom of the tank and its walls to selected load cases and processing a drawing documentation. The calculation of internal forces is done using the software Scia Engineer. The validation of results is performed by hand calculation using differential equations on a simplified model for the results of internal forces in the wall of the tank.
|
|
|
Design of reinforced concrete cylindric tank
Svobodová, Barbora ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The bachelor's thesis deals with static analysis of a reinforced concrete cylindrical tank. The analysis includes load calculation for selected load cases and design of tank wall and bottom reinforcement. Load combinations and load effects were calculated using the Axis VM software. The thesis includes shape drawing documentation, as well as drawing documentation of bottom and wall reinforcement.
|
|
|
Reinforced concrete structure for grain hopper
Jakubcová, Hana ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The subject of this bachaleor‘s thesis is a design and structural assessment of reinforced concrete structure for grain hopper. The structure is located for most part in the ground and is supported by one wall against the underground wall of the mill. Walls are connected by a hole for the pipe, which is using for transport grain to the mill. Designing are walls and bottom of the structure. Calculation of load effect was made in SCIA Engineer 18.1, where is made a subsoil using module Soilin. For check the calculation is make by hand calculation on calculation model of one wall.
|
|
|
City circle road Blanka, tunnel Královská obora - mined section, preparation and building construction technology
Kobielusz, Petr ; Mohapl, Martin (referee) ; Šlanhof, Jiří (advisor)
My thesis is focused on process preparation and building construction technology of primary lining road tunnel, implemented in city part of Troja in the capital city Prague. Specifically it is a part of tunnel complex Blanka. The name of this part is Kralovská obora. If the all tunnel parts are built this tunnel complex Blanka can be complemented to already opened tunnels Zlíchovský, Mrázovka and Strahovský which are the part of city traffic circle. This technology preparation includes schedules and financial plans of the building, technological prescription for the primary tunnel lining, safety plan, control and trial/test plans, environmental plan, project of construction site, design of the main working machines, items budget of the north tunnel tube, coordination situation plan with wider relationships transport routes and technical report of building technological project.
|
|
|
Static analysis of the cross-section of the lock chamber
Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
|
|
|
Static analysis of the cross-section of the lock chamber
Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
|
|
|
Static solution of cylindrical prefabricated retention tank
Červená, Adéla ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
This bachelor's thesis is focused on a static solution of cylindrical prefabricated retention tank. The calculation of internal forces is made by software SCIA Engineer. Reinforcement is designed according to the magnitude of the internal forces. The tank elements are assessed for the ultimate limit state and the serviceability limit state. Furthermore the stress in the foundation base is assessed and ground water is assessed too. Part of the thesis is drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
|
|
|
Reinforced concrete structure for grain hopper
Jakubcová, Hana ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The subject of this bachaleor‘s thesis is a design and structural assessment of reinforced concrete structure for grain hopper. The structure is located for most part in the ground and is supported by one wall against the underground wall of the mill. Walls are connected by a hole for the pipe, which is using for transport grain to the mill. Designing are walls and bottom of the structure. Calculation of load effect was made in SCIA Engineer 18.1, where is made a subsoil using module Soilin. For check the calculation is make by hand calculation on calculation model of one wall.
|
guest ::
