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Kindergarten FUTURUM
Lišuchová, Želmíra ; Erben, Adam (referee) ; Pavlovský, Tomáš (advisor) ; Kolář, Radim (advisor)
The topic of this bachelor´s thesis is design of a newly-built kindergarten FUTURUM based on architectural study made in my 5th term of bachelor´s study in the subject AG034 Architectural Design Studio 4 – Interior and Architectural Space. The project consists of construction study and realisation documentation. Two-storey kindergarten with 2 classrooms is situated in quarter Brno-Stránice near Brno city centre. The building is a part of complex of Christian grammar and primary school “Cyrilometodějské gymnázium a ZŠ“. The idea of project is to use local materials and renewable energy sources; local construction companies to be involved in realisation, to make a comfortable architectural space for education and self-development of new generation and encourage them to overcome fears, defy limitations and start thinking creatively. In symbols, it reacts to the influence of pandemic and hectic lifestyle on children´s psyche and sketches guidance to life with God in accordance with Christian values and ethic at this kindergarten. The newly-built object is located in the middle flat part of a plot, southwestern and northeastern part is sloped. It is block-shaped with lateral axis parallel with street Havlíčkova. There is a block cut out of the main block in eastern upper edge (terrace) and in the southern lower part (recessed entrance). The main entrance to a cantilever in the 2nd floor is from Havlíčkova Street over the footbridge on subtle columns. There are offices of director, teachers, isolation occasionally used for speech therapy, terrace, play room, sleeping room, locker room and washroom. On the 1st floor, there is another play room with facilities, technical and other facilities. Food will be cooked and delivered from school kitchen. Entrance from school grounds is nearby. Bidirectional wall slab structural system is made of cast-in-place reinforced concrete. Foundations too due to low load-bearing capacity of subsoil. Flat green roof has an internal drain.
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Engineering design of the vehicle suspension rocker
Poláček, Vojtěch ; Ramík, Pavel (referee) ; Bradávka, Marek (advisor)
Diploma thesis deals with the design and stress analysis of the rocker suspension for an autocross car. The research describes some real cases of using suspension with pushrod and rocker in motorsport. Subsequently, the work deals with the design of the wheel bump/rebound limiting stops and bump/rebound measuring. The challenge is to design a component shape, size and select fit of a rocker with an emphasis on low weight whilst maintaining sufficient strength and rigidity. The design study include stress analysis which leads to optimize the final shape.
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Static analysis of reinforced concrete roofing of platform
Popovič, Tomáš ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
The thesis deals with the static solution of reinforced concrete roofing of bus platform. It is a monolithic reinforced concrete frame structure, which is consisting of circular pillar and girder. The girder has the general shape. The board is double-sided embedded into girder. The loads acting on the construction are transmitted to the foundation soil using reinforced concrete foundation blocks. The content of this thesis is based on the dimensioning of individual elements of the support structure according to ČSN EN 1992-1-1. These elements are dimensioned for the ultimate limit state. The main outputs of this static calculation are drawings of shape and drawings of reinforcement.
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Residential building
Bíla, Martin ; Bartlová, Jana (referee) ; Vajkay, František (advisor)
Main objective of my bachelor’s thesis is elaborating design documentation for performs of structures for apartment building in cadastre unit town of Velká Bíteš with almost zero consumtion. Object is located on the edge of the town in built-up area designated for living in apartment houses, on quiet flat plot number 2051. Apartment house is located on the edge of the plot and no its volume does not disrupt original charakter surrounding buildings. Object is designed like apartment house with a cellar and 3 above-ground floor containing 8 apartment units. Ground floor contains 2 apartment units and the other two floor contains 3 apartment units in each floor. 7 apartment units are designated for 3 to 4 members of families, 1 apartment unit in ground floor is designated like a accessible flat. To ensure parking space for transport is necessary to built a parking place, pedestrian walkway and space for waste storage. Structural system is wall and masonry system made from clay bricks HELUZ. Ceilings solved in the same construction system like a ¨put together¨ceilings HELUZ MIAKO with addition reinfored concrete slab in area of cantilever balcony slab and area of stairs. Roof is designed like a warm flat roof.
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Modelling of damping devices in interaction with a structure
Kalina, Martin ; Lehký, David (referee) ; Frantík, Petr (advisor)
The aim of my master’s thesis was to create models of the damping device and observing their behavior in interaction with the structure. First was the construction separately modeled with Java application named FyDiK2D like a model with one degree of freedom. Model of construction takes form like a high, thin rod with full circular cross section. The lower part was restrained into the subsoil. The design was to verify the correct functionality of the model by comparing the analytical and numerical solutions. For capturing the precise behavior of the structure was converted to a multi-stage model. Then the pendulum damper was applied on this construction and found amplitude lies in highest point of multi-stage model. He was then replaced by tuned mass damper. By comparing these amplitudes from both dampers was found which kind of damper is efficient for multi-stage model.
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Detached family house, Hrabová
Pěničková, Klára ; Procházka, Martin (referee) ; Müller, Jan (advisor)
This bachelor´s thesis presents the design of a new house focussing on the project documentation for the building realization. The house comprised of one storey and a basement is designed for a family of four. The building is located in a slope terrain in the village Hrabová u Dubicka. Foundation structures are realized with plain concrete continuous footing. Vertical supportive constructions are designed from lost formwork concrete panels and the Liapor blocks. Ceiling constructions are realized with supported reinforced concrete slabs. The building is flat roof. The project documentation is processed with the help of the ArchCAD computer programme.
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Centre for Prevention, Masaryk Oncology Institute in Brno
Buzová, Magdaléna ; Kraus, David (referee) ; Galeová, Nicol (advisor)
The objective of the diploma thesis is the new building of Cancer Prevention Centre, first of its kind in the Czech Republic. The site is located on steep terrain of the south hillside of Žlutý kopec in Brno, which is a part of Masaryk Oncological Hospital complex. The aim of the Cancer Prevention Centre is to attract the citizens’ attention and invite them to undergo a preventive medical check-up with the potential to save hundreds of lives every year. The project takes this fact in consideration and strives to find ways leading not only towards establishing new relationship between the building and the public, but also towards connecting the city centre and nearby by residential area with the hospital complex. The three volumes of the buildings create a dynamic composition and therefore complete the characteristic development of Masaryk Oncological Centre. The main concept however revolves around the motive of instability, balance and journey which are all linked to tumour diseases.
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Business Centre
Dušek, Ivo ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.
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Bridge crossing over Svitava river and railway track in Blansko
Smělíková, Petra ; Konečný, Vojtěch (referee) ; Křižan, Lukáš (advisor)
The aim of the Diploma Thesis is elaboration of study of bridge crossing over the Svitava river and ČD railway track in Blansko. It concerns a five-pole steel beam road bridge with through-span which carries road of the third category. The static system of the construction is solved as solid-web beam of 1.3 meters height which is in three middle spans reinforced by truss construction with top chord and system of diagonals without verticals. The height of the main beam where reinforced by trusswork is 4.75 meters. The width of spans in the road axis is 18.5 + 30.525 + 44.4 + 30.525 + 18,5 metres. The bridge deck consists of steel cross beams bonded with reinforced concrete slab of 200 millimeters of thickness. The drive-through width of the roadway is 7.0 meters. The bridge is fitted with right-sided walkway placed on steel cantilevers. The walk-through width of the walkway is 3.0 meters. Material used is S355 Steel, C30/37 Concrete and S460 Steel which is used for marginal spans of the bridge. Load-bearing construction is assessed in compliance with current technical requirements laid down by European Directives, so called “Eurocodes”. The calculation of inner powers is performed using the Scia Engineer 2013.1 software.
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