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Girder bridge over the Blanice River
Kostka, Vojtěch ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
Bachelor thesis is dealing with a design of the road bridge on the road III/14 130 in Zábrdí. Bridge leads over the river Blanice. There are three possible variants in preliminary desing. Study no.1 - Girder bridge is developed in detail. Solution of bachelor thesis includes statical analysis, drawing documentation and visualisation.
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Slab bridge at Dolní Čepí
Rochová, Lucie ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The topic of the bachelor thesis is the project of the bridge on the road III/3876 at Dolní Čepí. The bridge leads over the river Svratka. There are designed three preliminary variants of the possible solution of the concrete suporting structure. Selected variant is developed in detail (prestressed board structrures). The solution comprise statical analysis, text section, drawing documentation and visualization of the designed structure.
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Slab concrete bridge
Macák, Jan ; Suza, Dominik (referee) ; Panáček, Josef (advisor)
This bachelor thesis is dealing with a design of a road bridge. This object is located on the 1st class road I/39 and is leading over the watercourse Polecnice. Crossbreeding of the road and watercourse is located on the 22,783 km above mentioned road. I have developed 3 variants. First variant is a slab from post-tensioned concrete with a height 0,85 m. Second variant consists of precast concrete beams DS - PP1 40/85 coupled with reinforced concrete slab with a minimum thickness 0,2 m. Third variant is again slab from post-tensioned concrete but with a sloping headboard.
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Static analysis of reinforced concrete floor structure of historical building
Nani, Pavel ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The chief objective of my bachelor’s thesis is a design of the reinforced concrete floor structure of a historical building over 1st floor. The historical building was built in 1874. There are three floors in this building and there isn’t any underground floor. The reinforced concrete floor structure consists of the following forms of structure – a ribbed ceiling, a floor slab, a beam, a shell of vault and a staircase. The ribbed ceiling is made from a lost formwork of the VELOX firm. The set reinforced concrete floor structures are according to ČSN EN 1992-1-1.
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Beam bridge in Protivín
Mazáč, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
This bachelor project is focused on road bridge design. The road I/20 between České Budějovice and Písek city is crossing wattercourse. There are three preliminary versions designed, two of them are using prestressed concrete slab and last one precast concrete beams. One of the versions (the one using prestressed concrete slab) is worked up in details. The project includes statical analysis, drawing documentation and visualization.
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REINFORCED CONCRETE CONSTRUCTION OF CIVIL BUILDING
Hons, Filip ; Šimůnek,, Petr (referee) ; Šulák, Pavel (advisor)
The Bachelor´s thesis is focused on the design of monolithic reinforced concrete slabs supported locally over 2.NP civic building, which consists of 5 floors above ground and 2 underground floors. Further work is dealt, with monolithic staircase leading from the 2.NP to 3.NP and column located in 2.NP. All calculations are performed according to Eurocode 2 (EN 1992-1-1).
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Administration Building in Brno
Bednář, David ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The bachelor project is aimed for design of monolithic reinforced concrete slab supported locally administrativ object, elaboration of shape and reinforcement drawings of selected structural element. Calculation of internal forces is made by computer program SCIA Engineer. The slab is situated over the first floor..
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The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
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