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Design of waste water tank
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the bachelor's thesis is to design reinforcement for waste water tank. Another part of task is to do examine for limit state of cracks. Tank is examined for Capacity limit state and Applicability limit state - Limit state of cracks. To determine the effects of internal forces is used calculation software Scia Engineer 2011.1. Calculation is performed by two methods. The first method is to assign subsoil with manual calculation and the second one is to assign subsoil layers with module Soilin which generates loads and another parameters. Outputs from the methods of calculation were used for comparison of results and design reinforcement for Capacity limit state and Applicability limit state. According to Applicability limit state – Limit state of cracks is prescribed limitation of cracks width to limit width wk = 0,2 mm by EC 1992-1-1.
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Reinforced concrete structure of a multifunction building
Marková, Anna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of this qualification thesis is to design a reinforced concrete monolithic ceiling construction of typical floor. It concerns locally supported panel that is 250 mm thick and of irregular shape. The spread of the span is 6 x 6 m with the overshoot of 1,2 m. Inside the building there is a staircase with a lift and a plumbing stack that is surrounded by the monolithic reinforced concrete wall that is 300 mm thick. The structural height of the floor is 3500 mm. The pillars` cross-sections are 450/450 mm. An analysis using the end-element method, a static design and a drawing documentation of the ceiling panel were conducted within this thesis.
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Administration Building in Brno
Kurpel, Juraj ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The aim of this thesis is a design of a reinforced concrete Flat Plate Slab of an office building up to the limit state of it's ultimate limit state. The content of this work is a static calculation of the slab, and to work up a drawing documentation and details. Calculation of internal forces is implemented in SCIA Engineer and verified using the summation of moments method. The slab is located above the first floor. The work also includes review of the internal column.
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Design of reinforced concrete slab in the store
Skoupá, Karolina ; Strnad, Jiří (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design and assessment of reinforced concrete slabs in store. The aim of this study was to develop and evaluate locally supported floor slab at the ultimate limit state and serviceability. The work includes structural analysis, design shape reinforcement drawing, data from computational substrate.
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High Standard Detached House
Karlík, Štěpán ; Nováková, Tereza (referee) ; Kalousek, Lubor (advisor)
This bachelor’s thesis deals with a new built detached house situated in Přestavlky, Přerov district. The building has two floors with a partial basement, made of sand-lime brick system Sendwix. Ceilings are made of monolithic reinforced concrete and the building is covered with the shed roofs. The object is divided into the social area on the first floor, the sleeping area on the second floor and the technical facilities in the basement. Living rooms are mainly situated in the southern part of the building, in connection with a large terrace.
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Nonlinear analysis of reinforced concrete structures
Král, Petr ; Salajka, Vlastislav (referee) ; Hradil, Petr (advisor)
The aim is to design and evaluate nonlinear beams analysis, which will be subjected by four – point bending. Nonlinear analysis will be performed and evaluated on three beam models, the first of which will be made from plain concrete, the second of which will be made from reinforced concrete with reinforcement bars in the domain of tensile stress and the third of which will be made from reinforced concrete with reinforcement bars in domains of tensile and compressive stress. The thesis will be included formation of appropriate FE models, performance of nonlinear calculations with using nonlinear material model from a library of nonlinear material models multiPlas in the programming environment of software ANSYS and subsequent evaluation of results. Evaluation of results will consist from evaluation of nonlinear beams analysis and from evaluation of beams analysis according to ČSN EN 1992 – 1 – 1 without reinforcement bars and with reinforcement bars in these variants, next from comparison of nonlinear beams analysis with a beams analysis according to ČSN EN 1992 – 1 – 1 and finally from evaluation of the yield condition, which will be applied to the beams.
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Family house with an establishment
Hlaváček, Petr ; Píštěk, Rostislav (referee) ; Daněk, Lukáš (advisor)
The new family house without cellar, with garage and an establishment – hairdressing salon. The object is based on strip foundation. The footing bottom is in frost resistant depth. Construction system is in both ways. Vertical walls are made by cut bricks POROTHERM. The external cladding is replenished by thermal insulation plaster POROTHERM TO. Horizontal constructions are made by ceramic girders and insert POROTHERM. Stairway is made by reinforced concrete. Heating system is ensured by gas boiler.
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Leisure Time Centre Brno
Machát, Jan ; Fišer, Jiří (referee) ; Odvárka, Antonín (advisor) ; Štěpánek, Ladislav (advisor)
Leisure time center is situated in a part of Brno Nový Liskovec. The land is sloping character, it is bordered by buildings of prefabricated houses. The building is composed of one masses with passage in the middle. Passage replicates the terrain slopes, it has two floors where the first is partially embedded in the ground. The facade is designed as a climbing wall. The bearing structure is reinforced concrete frame in the module 5x6m. The frame is lining concrete monolithic perimeter wall. Infill walls is with blocks of YTONG. As the roofing is flat green roof. Establishment of an object is made of reinforced concrete foundations pass and quiffs.
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Park of Culture Brno
Tesařová, Zuzana ; Fišer, Jiří (referee) ; Odvárka, Antonín (advisor) ; Petříček, Tomáš (advisor)
The goal of this project is to design a new cultural and social center in Brno on the Mikulasek Square, Starý Lískovec. The main idea of the project was not only to design a building that would perfectly serve its purpose, but it was also to create a lively enviroment to meet people and to spend the leisure time. It was not required to detract the green areas in this housing estate. So there was a park created on the new building’s roofs. This is how the omitted place got its character and use. There are two buildings designed under the ground level and a bridge that helps the continuity of the park. On the south side in front of the main entrances there is a space with outdoor stage and auditorium followed by a wide ramp that meanders between the two buildings. The ramp was situated to the center of the project in order not to set aside the invalids. In front of the buildings there is also an area called ‚park square‘ which is formed by an irregular grass surfaces and pathes that lead to a various directiones. This space was designed according to an analysis of the people’s movement in this area. There are trees planted and the pathes are lined with long wooden rectangular-shaped benches.
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Multi-functional house, Brno, Horova
Hurta, Adam ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The bachelor thesis deals with the static design of selectet part od the structure multy-functional house in Brno. The building consist of o basement, three floors, attic and roof trusses. The supporting structure consists of a monolithic conrete slab and ceiling of the attic Miako. Vertical load-bearing elements are bulit form bricks Porotherm. Column under the girders in 1.NP is plain concrete. The elements under consideration is made drawings.
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