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City within city Trnitá block
Kučírková, Veronika ; Šebestík, Petr (referee) ; Palaščák, Michal (advisor)
The topic of the diploma project is a design of a multipurpose building in a given city block structure which was prepared by KAM Brno in a local study plan "Southern Quarter - Trnitá - KAM Brno 2020" as a base material for future local zoning plan of Brno. The site is situated at corner of the block, in a proximity to a park along the river Svratka. The multipurpose building offers space for above-standard apartments as well as for office or commercial business. The massive cantilever created by the upper floors at the corner part is characteristic for the mass of the building and its opening the public space at the lower commercial floors.
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Prefabricated hall for gym
Pavličko, Jakub ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The aim of the diploma thesis is to design particular vertical and horizontal elements of the prefabricated gym hall. The supporting structure of the gym is formed by means of the column system with the use of the roof preloaded trusses. The entrance part of the building is designed as a column system using load-bearing beams and prefabricated ceiling sections. Overall, the structure of the building consists of columns, footings, foundation beams, reinforcing beams, prefabricated components which function as a ceiling structure, components functioning as a grandstand, a load - bearing beams a preloaded roof trusses V1. The diploma thesis designs particular supporting elements of the construction together with the construction of a grandstand.
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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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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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Outdoor crane runway
Klíč, Radim ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of my bachelor´s thesis is a design and an assessment of a steel construction of an outdoor crane runway. The crane runway is used for operations of two bridge cranes. Each bridge crane has 40 tons of lifting capacity. The construction of the crane runway is located in a site of a factory for prefabricated concrete elements. The length of the track is 100 meters and the span of the crane bridge is 25 meters. The upper surface of cantilever is 10 meters above ground. A central beam of the crane runway consists of an uniaxially symmetrical welded I profile which is made from steel of the grade S355. Every single bar of a horizontal bracing beam is made from steel of the grade S235. Columns are designed as solid-web welded I profiles and they are made from steel of the grade S235. These columns are transversely fixed. Spatial rigidity in the longitudinal direction of the construction is provided by braking bracings. These bracings are designed as simple cross layout.
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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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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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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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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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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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