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Road bridge
Mezera, David ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
The content of the thesis is to solve the relocation of railroad and bicycle path. I tis a bridge with five field. 2 studies were designed, one of which was elaborated within the Framework of this thesis. Was selected option no. 1 concrete prefabricated T-beams with coupled concrete slab The static model was created in Scia Engineer 18.1. and reports were processed manually, according to EC. The effects of wind, snow, acceleration and braking forces have been neglected.
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Highway flyover bridge
Repta, Michal ; Jurík, Michal (referee) ; Panáček, Josef (advisor)
This thesis deals with a design of the bridge for highway D47 crossing the valley. From three alternative solution is chosen solution of a double-girder. The longitudinal direction of the structure is designed as eight span structure. The lenght of the spans is 25 + 6 x 35 + 25 m. Detailed design of the structure selected variants of the bridge is carried out according to limit states including consideration of the impact of construction on the bridge of his design. static model is carried out as a whip. It is elaborated a detailed structural analysis and it is developed drawings and visualization of the bridge.
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Flyover bridge across the radial road in Brno
Lerch, David ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design pre-stressed road bridge over the radial road from Ostrava, railway ČD and tram in Brno. There are designed 4 studies, from which variation parabolic double-chamber girder with 8 spans is chosen. Thesis solves construction process and static calculation includes time analysis. It is elaborated a detailed structural analysis and bridge is considered a proposal to limit states for temporary and permanent design situations according to European standards - Eurocodes. It is developed drawings and visualization of the bridge.
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Flyover bridge over a road and inundation territory
Šťavík, Jakub ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
Master’s thesis describes the design of a highway bridge over the road II/434 and inundation territory. There are some studies designed, from which the main structure was designed as a prestressed concrete double-girder bridge with 5 spans. Loading, design and assessment of structure is solved according to applicable standards CSN and EN. Calculate the effects of the load are carried in calculation program Scia Engineer 2015. Design and asses are carried only by the manual calculation. The thesis includes used materials, construction process, statically analysis and drawing documentation.
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Design of the High Speed Track between Brno and Znojmo
Repko, Michal ; Velebil, Jiří (referee) ; Valehrach, Jan (advisor)
The aim of this diploma thesis is to design a new track route of high speed line from Brno to Znojmo, specifically between the planned terminal of high speed line Unkovice and existing railway station Hrušovany nad Jevišovkou. The track is designed for a maximum speed of 250 km/h. The alignment and profile of the line were designed, including the design of the railway superstructure and track geometry parameters.
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Bridge on the I/44 road
Majer, David ; Pachl, Radek (referee) ; Panáček, Josef (advisor)
The subject of this thesis is the design and analysis of five-span bridge construction across the railway on the route Zábřeh - Šumperk and the Morava river. There will be made separated bridge for each direction, only right bridge is considered in the thesis. Object is located to 1st class road I/44 on the route between Mohelnice and Jeseník. Three variants were designed - two prestressed chamber girders, one prestressed chamber girder with prefabricated consoles and construction of concrete slab mixed with two steel girders. After these variants were weigh up and the first one, with the length of cantilevered construction 235,6 m and maximum lenght of span 60 m, was chosen for analysis. Calculation of load effects was made by software Scia Engineering 2013 and the analysis was made according to current standards by manual calculation depending on limit states and their influence on the design as well. Drawing documentation and visualization are also part of the thesis.
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Junction on Motorway R52 near Moravany
Lička, Vojtěch ; Novák, Jan (referee) ; Holcner, Petr (advisor)
My diploma thesis deals with a connection of Videňská street to the future residential district situated between Přízřenice and Modřice. The level of this thesis is a technical study. The main topic of the thesis is a design of an interchange on the Vídeňská and Moravanská streets. The thesis is focused on a technical verification of variable ramps’ connections from Vídeňská street to Moravanská street. Another important point of the thesis is an improvement of security quality of cycle traffic and a creation of a traffic junction of the city transportation system in this area. The SWOT analysis was applied to evaluation and selection the most advantageous variant of the variants. Depending on SWOT analysis, the thesis is focused on more detailed design of the most advantageous variant.
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Design of the High Speed Track between Brno and Znojmo
Repko, Michal ; Velebil, Jiří (referee) ; Valehrach, Jan (advisor)
The aim of this diploma thesis is to design a new track route of high speed line from Brno to Znojmo, specifically between the planned terminal of high speed line Unkovice and existing railway station Hrušovany nad Jevišovkou. The track is designed for a maximum speed of 250 km/h. The alignment and profile of the line were designed, including the design of the railway superstructure and track geometry parameters.
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Road bridge
Mezera, David ; Diviš, Dalibor (referee) ; Panáček, Josef (advisor)
The content of the thesis is to solve the relocation of railroad and bicycle path. I tis a bridge with five field. 2 studies were designed, one of which was elaborated within the Framework of this thesis. Was selected option no. 1 concrete prefabricated T-beams with coupled concrete slab The static model was created in Scia Engineer 18.1. and reports were processed manually, according to EC. The effects of wind, snow, acceleration and braking forces have been neglected.
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Road I/42 – Brno Expressway in section MUK Hlinky – MUK Velodrom
Motl, Vojtěch ; Bijok, Petr (referee) ; Kosňovský, Michal (advisor)
The topic of this master thesis is the solution of Brno expressway in section between interchanges Hlinky and Velodrom. The thesis introduces two alternatives of height trajectory of Brno expressway. In first alternative the expressway is above current terrain on the estacade. The local roads are situated under the estacade on the terrain level. The neighboring areas stay intouched. In the second alternative the author presumes the reconstruction of part of the exhibition centre. In this case the expressway is situated on the terrain level and rises up just before interchange Velodrom. The local area is serviced by the new road situated in reconstructed area and by two bridges over the expressway. The next topic of the thesis is the solution of interchange Velodrom. Both alternatives are compared in the end.
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