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Cost optimization of construction
Prak, Michal ; Waclawiec, Karel (referee) ; Tichá, Alena (advisor)
This thesis will address optimization of price of construction work, which is the renewal and modernization of a building in Karvina - mainly facades. From a price optimization programs will be used BuildPower from RTS and KROSplus from URS. As input materials will be used an itemized budget and the income statement from a specific building supply company.
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Flyover bridge on the I/57 road
Paleček, Vladimír ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
The aim of the diploma thesis is the design of a continuous bridge construction of five fields in the direction of the town Albrechtice - Opava. The bridge overcame local roads and railway tracks and is part of the bypass of Albrechtice. From the three proposed variants, a pre-stressed two-beam structure was selected for the detailed solution and it is assessed according to the limit states and includes the effects of gradual construction. Further detailed drawings are drawn up.
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The bridge road crossing in the town Příbor
Suchánek, Petr ; Pukl, Stanislav (referee) ; Klusáček, Ladislav (advisor)
This diploma thesis is focused on design and assessement of the road bridge in Příbor city, where road I/58 crosses road I/48. There are 3 possible of solution of designed structure which are slab construction, beam construction and prefabricated structure. Each solution includes the design and assessment of individual structures, including drawings and economic evaluation. In conclusion, the three solutions have been evaluated against all of the given criteria.
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Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
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Pendulum jaw crusher 700 x 300
Kopecký, Libor ; Malach, František (referee) ; Malášek, Jiří (advisor)
This diploma thesis deals with construction design of a pendulum for the jaw crusher DCJ 700x300. The first part of the thesis is dedicated to treatment of mineral materials with focus on minimizing minerals. The second part deals with devices used for crushing minerals, jaw crushers and their variants in particular. The third part is devoted to specific design of the jaw crusher based on assigned input. The next part deals with construction design of the pendulum and technology of its production exploring weldments and casts. The aim of this thesis is to perform a strength analysis of the chosen version of pendulum production using the FEM method. The diploma thesis includes drawing documentation of the jaw crusher and the pendulum.
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Price of construction according to future user point of view.
Prak, Michal ; Rosecká, Zdenka (referee) ; Tichá, Alena (advisor)
Thesis "Price of construction according to future user point of view" is focused on the user's possibilities of the influence of the building value associated with the leife cycle. In the thesis explains what is facility management and what is it regarded to and life cycle of the building. On the example of building a house techniques are utilized facility management. Designed there are four deigned variants for which are calculated itemized budgets, the energy consumption of the building and other cost of life cycle of the building. At the end of thw work there are these variants compared and the result implies which one is the most suitable for a future user.
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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.
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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.
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Reinforced concrete structure of a multifunction building
Borovec, Michael ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with the construction of a multifunctional building on four floors and one basement. In the basement will be located the warehouses, on the ground floor will be located offices and on the second, third and fourth floor will be located flats. The ceiling slab of the firts floor, staircase and column is designed. The ceiling slab is designed as reinforced concrete locally supported by columns, reinforced in both directions. Program SCIA Engineer 19.1 is used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of the slab, staircase and column reinforcement. The bulding is designed according to ČSN EN 1992-1 1.
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Flyover bridge on the I/57 road
Paleček, Vladimír ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
The aim of the diploma thesis is the design of a continuous bridge construction of five fields in the direction of the town Albrechtice - Opava. The bridge overcame local roads and railway tracks and is part of the bypass of Albrechtice. From the three proposed variants, a pre-stressed two-beam structure was selected for the detailed solution and it is assessed according to the limit states and includes the effects of gradual construction. Further detailed drawings are drawn up.
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