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Ultimita
Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor)
Structural beam and shell models were assembled in ANSYS program package. Design loads are defined according to Euro codes. Nonlinear analysis of structure has been established. Ultimate limit state of beams and cross sections were determined. Obtained results of ultimate limit state analysis were compared with Euro codes for design thin-walled steel structures.
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Detached Family Residence
Mikuš, Martin ; Vávra, Petr (referee) ; Vajkay, František (advisor)
The subject of this work is the design of a detached family house in area Nove Domky near Jihlava in which natural construction materials were used. Instead of concrete or bricks, this building is designed with materials such as straw, rock, timber, clay, hemp or sheep's wool. Furthermore, the work deals with methods of plumbing, electrical installations and heating. The possible utilization of natural energy resources or ecological processing of waste were also taken into account. The conclusion contains the financial comparison with a building where traditional and industrially produced materials are used.
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Tribune of football stadium
Weber, Jozef ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis was to design the precast reinforced concrete prefabricated structures of the football tribune. It was modernized sports center in Brno. According to the investor was determined the shape of the football tribune. It was compiled the design documentation. For the calculation of inner strengths was used the software Dlubal RFEM, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. My thesis contains textual part, inner strengths, static calculations, drawing documentation of composition of structure, drawing documentation of reinforcement and design documentation of the object.
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Industrial Building - Review of Selected Reinforced Concrete Parts
Weber, Jozef ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Bachelor’s thesis deals with reinforced concrete floor structure. It is a 3D frame, which is composed of bar elements oriented in the longitudinal and transverse direction. The work is done calculating mean longitudinal beam and also the middle of the cross beam. Furthermore, the calculated floor structure, which operates in both directions. For the calculation of inner strength used computer program SCIA ENGINEER 2013.0, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. Work contains textual part, inner strength, static calculations, drawings and used documents.
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Parking house
Frank, Ivo ; Barnat, Jan (referee) ; Brosch, Petr (advisor)
The subject of this thesis is to design the main supporting structure of the parking house in the city of Olomouc. The object has 7 storeys and rectangural dimensions are 57,2m x 37,0m. The height of the structure is 19,2m. The hall is designed by cylindrical roof. Processed design option is a composite steel-concrete floor slab.
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Prestressed frame concrete structure
Duranová, Anna ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
The Bachelor Thesis deals with designing a single-span frame structure over the riverbed, specifically a bridge for pedestrians and cyclists. Three studies of the single-span bridge, including their evaluation, were carried out. Subsequently, the variant of the single-span frame bridge with a parabolic deck was selected and drawn up. Dimensioning of the prestressed concrete deck and the reinforced concrete props was performed according to the limit states. The load effects were processed in the Scia Engineer software, and the calculations were made in MS Excel. The calculation procedure adhered to valid standards and regulations.
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Reinforced concrete storage halls
Bezruč, Michal ; Šulák, Pavel (referee) ; Janků, Hynek (advisor)
The Bachler’s thesis is focused on a design of new building of storage hall made of reinforced precast frame. In the thesis is solved middle part, that consist of two fields of two-bay hall. From the static view is qualified purlins, girders, columns and pile foundation including in-situ chalice. In a layout part of the thesis, there are worked up drawings of structure, shape and scheme of reinforcement of every part.
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Survey and Evaluation of Reinforced Concrete Structure
Ježíková, Pavlína ; Anton, Ondřej (referee) ; Cikrle, Petr (advisor)
This diploma thesis focuses on the construction survey of the building where the University Cinema Scala and the Bolek Polívka theatre is located. The building will celebrate its 100th birthday in 2028 and its author is the builder Jaroslav Josef Polívka. The survey concerns reinforced frame constructions. The compressive strength of concrete cores and type of reinforcement was determined and non-destructive and destructive diagnostic tests were used. The first aim of the survey was to collect materials for a static report due to the planned superstructure but a visual inspection of the construction was performed and serious failures were found. For these reasons, the closure of the building was necessary. Last part of the thesis is the design of the reinforcement, if the same structure was designed according to the currently valid Eurocodes, but with the use of original materials; as well as a comparison of the designed reinforcement with the actual reinforcement.
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Production of aquariums Brno Pavlica
Čadová, Veronika ; Vostrejž, Dušan (referee) ; Boleslavská, Yvona (advisor) ; Bečkovský, David (advisor)
The topic of the bachelor thesis is a design of an industrial building for the Akvária Pavlica company. The design deals with documentation for obtaining a building permit and documentation of construction. The project is based on a previously developed architectural study for the subject AG035 and contruction study for the subject AG036. The assigned building parcel is located in the west part of Brno Horní Heršpice and slopes slightly to the north side. The parcel is situated near the local road of the Sokolova street. The main access to the parcel is also from the same street. The layout design of the plot contains a parking lot for employees and visitors, an seperated area for trucks and a garden area. At the moment the parcel mostly fits into the brownfields. The design of the new building consists of 3 functional units - exhibition space/showroom, facilities for administration and production space. The basic idea was to separate the units for the public from employees and vice versa. For this reason, the production and exhibition unit is located in "stand-alone" functioning units. The administration is located on them as the 2nd floor. That creates a walk - through area to the garden and the main entrance to the building. The construction system is a steel frame structure based on the reinforced concrete step footing foundations covered by flat and sloped roofs. The steel frame structure is supplemented by Ytong blocks. The Trimoterm vertical panels are used throughout the building as a facade covering. The mainly used materials for construction are steel, glass, concrete and metal. The main aim of the design was to create a well-functioning spatially separated but overall compact space, which will ensure both quality product production, as well as a pleasant working space for employees and a functional space for public visitors.
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Gardening centre
Hodonský, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The Bachelor thesis treat of design and appreciation load-bearing steel structure of gardening centre. The object is situated in Brno- Jundrov locality. Overall height of the structure is 9 meters and overall lenght is 35 meters. Cross link is formed with arched welded truss that. Columns and truss form the steel frame. Load is composed of self weight, additonal imposed load and climate load caused by wind and snow that is reached for given locality.Static review comes out from previous load and it has been accomplished by Dlubal Rstab 7.04 and by hand computation.
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