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Design and analysis of reinforced concrete or masonry structures
Skočdopole, Jakub ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The bachelor's thesis deals with the static solution of the reinforced concrete ceiling slab and the inclined column of a 2-storey multi-storey building. The first part is devoted to the design of a point-supported plate, a cross-reinforced plate and an inclined column inclined by 15° from the vertical structure according to the limit state method. A spatial 3D model was created in the SCIA Engineer program, which was used to determine the internal forces in the structure. The correctness of the model results was verified by the sum of moments method. The second part deals with the study of the influence of the slope of the columns on the structure, when one row of columns in the 2nd floor was inclined and then the effect of this change on the structure and the static assessment were compared. Reference slopes chosen for the study: 0°; 15°; 30°; 50°, a partial spatial 3D model of the structure was created for each variant. The appendix of the bachelor's thesis is a detailed static calculation according to valid ČSN EN standards, drawing documentation and a study of the influence of the inclination of one row of columns on the reinforced concrete structure.
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The technological stage of the rough substructure of OÚ Ostrá
Kholodniak, Marko ; Doubek, Rostislav (referee) ; Biely, Boris (advisor)
The bachelor's thesis is focused on the implementation and reconstruction of the lower gross structure of the municipal office in Ostrá. The original building has one underground floor, one above ground floor and a non-residential floor. The building is based in a flat manner on the foundation strips, the vertical load-bearing structures are made of full-burnt bricks, the horizontal load-bearing structures above the 1.PP are formed by a monolithic beam ceiling and a reinforced concrete slab supplemented with a steel beam. The extension will have one above-ground floor and one underground floor. The extension will be based on a base plate supplemented with foundation belts around the perimeter of the base plate, which, however, will not have a load-bearing function. The vertical supporting structures will be completely covered with the POROTHERM system, the ceiling above the 1st PP extension will be ŽB monolithic. The work contains a technical report with a focus on the selected technological stage, the situation of the building with wider traffic relations of the transport routes, a list of measures, a technological regulation for the implementation of foundation structures, a drawing and report of the construction site equipment, a time schedule, a design of the machine assembly, an inspection and test plan for the implementation of the foundation construction, safety and health protection at work.
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Technological stage of the rough superstructure of an library in Veselí nad Moravou
Vančo, Lenny ; Průcha, Aleš (referee) ; Šlanhof, Jiří (advisor)
The aim of my bachelor's thesis is to develop a technological project for the technological stage of the rough upper structure. For this work, I chose the construction of a new library in the town of Veselí nad Moravou. The project was created by Ing. Katarína Božková as part of her diploma thesis at the Faculty of Civil Engineering at the Brno University of Technology. It is a public amenity building. The library also includes a bookstore and a café. The technological prescription is prepared for reinforced concrete monolithic ceilings. Additionally, I will address the logistics of transportation routes, the bill of quantities, the design of the construction site setup, the selection of machinery, work safety, the inspection and testing plan, and the schedule plan.
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Structural design of the industrial building for increased loads
Landa, Tomáš ; Olšák, Martin (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis deals with the design of a ceiling structure for a load of 15 kN/m2. The design was prepared on the basis of the submitted documents. A preliminary design of the structure and its elements was developed for the given problem. The structural analysis was performed in SCIA Engeneer software system (including manual control by simplified method). The result of this bachelor thesis is a static calculation and design documentation of the designed structures.
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Reinforced concrete slab of the administrative part of the depository
Jirků, Jan ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor's thesis focuses on the design and assessment of a reinforced concrete locally supported monolithic slab below the first floor of a library depository. The thesis also includes the design and assessment of a column and a prefabricated staircase. The calculation of internal forces was performed using the finite element method in the SCIA Engineer program, and its accuracy was verified by a manual calculation using the method of moment summation. The slab was assessed for ultimate limit state and serviceability limit state. Finally, based on the structural calculation, reinforcement drawings for the individual structures were prepared.
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Reinforced concrete lookout tower
Vaněčka, Jan ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The aim of this thesis is the static design and assessment of the reinforced concrete structure of the observation tower. The design is further supplemented with visualizations of the architectural design of the structure. Structurally, the observation tower is designed as a locally supported slab by four columns, which are based on footings on the bedrock. The location of the structure is being considered near the ruins of Helfštýn Castle in the Olomouc region.
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Additive Technologies in Construction: Shifting the Paradigm of Building
Vaněk, Vojtěch ; Chomová, Štěpánka ; Pěnčík, Jan
Additive manufacturing is gaining importance in the building construction industry. With 3D printers for concrete or other materials, there have been significant advances in the material properties and technical excellence of the printed structures, which has enabled their huge expansion in the construction market. If properly embraced, additive manufacturing in the construction industry can bring about fundamental changes in structural design, crating safer, more efficient, economical, environmentally friendly and aesthetically attractive building elements and structures. Another application in the construction industry is in space construction. Here it has a major role in the use of autonomous site control on distant planes, which can be first tested, used and developed on Earth.
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Apartment Building - Design of Selected Reinforced Concrete Elements
Jakoubek, Lukáš ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis is focused on the continuous static solutions of monolithic reinforced concrete ceiling construction and the three-flight staircase in the five-storied apartment house. The entire structure is designed from concrete. To determine the effects of internal forces used computational design of Scia Engineer 2013.1. Assessment of the elements is performed by the first limit state. Work includes developing a static calculation, design reinforcement drawings, shapes and reinforcement drawings solved elements.
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Reinforced concrete structure
Tesař, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The aim of the master‘s thesis is static and structural design of polyfunctional house. The load will be determined according to ČSN EN 1990. The finite element method will be used for the calculation of internal forces. The design will be dimensioned according to ČSN EN 1992. Text part, static calculation and shape and reinforcement drawings will form the output of this work.
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Suspension footbridge across the Elbe River
Gregor, Petr ; Kocourek, Petr (referee) ; Stráský, Jiří (advisor)
The objective of this master´s thesis is a design of suspension footbridge across the Elbe river. The footbridge is suspended construction by three spans. The brick deck is supported on the outer edges and it is kept in a parabolic arc. The suspension cables are kept at two inclined levels. The model is implemented in the program ANSYS. The solution is non-linear. The designe is according to the europien standart.
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