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A bridge with one field over a watercourse
Pylypenko, Jevhenij ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The thesis focuses on the design of the superstructure of a new concrete bridge, which replaces an old substandard construction. The bridge should serve for passing roadway across the river Šlapanka, in village Mírovka, Kraj Vysočina. The static system of new construction is a one-span post-tensioned slab which is simple supported on edges. Span length of the superstructure is 17,5 meters. From three variants of concrete slab cross-section, a trapezoidal-shaped one was chosen. Concrete slab was assessed by the ultimate limit state and service limit state according to recent standards (Eurocode). The preliminary design of post-tension was processed according to standards (CSN).
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Design of the single span bridge in Vražné
Juřenčáková, Jana ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The subject of bachelor thesis is a design of single span bridge in Vražné. Within the scope of thesis there are three studies of bridge. Cast-in-place concrete slab super structure was found appropriate and further calculations were assessed. Length of span is 15,00 m. Internal forces were provided by SCIA Engineer and checked with manual calculation. The supporting structure was assessed for the ultimate limit state and serviceability limit state. Calculations were made according to valid standards and regulations.
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Reinfoced concrete bridge over the Budišovka river
Sehnalová, Markéta ; Požár, Michal (referee) ; Koláček, Jan (advisor)
The aim of the bachelor thesis is the design of a single-span reinforced concrete slab bridge. Two variants of cross-section of the bridge were considered – rectangular and trapezoid. The rectangular one was chosen for further design. The wall-slab model was created using calculation software Scia Engineer 16.1. The structure is supported by pot bearings.
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Slab bridge in Frýdlant
Vozdová, Klára ; Hochman, Dominik (referee) ; Panáček, Josef (advisor)
The subject of bachelor’s thesis is to design a new one-span bridge construction across creek Řasnice in Frýdlant. Construction is proposed in three variants. For detailed design and assessment was chosen reinforced concrete slab. Calculation of load effects was performed using the computer program Scia Engineer and compared with the manual method of co-latitude records. The construction is designed according to current standards.
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Prestressed bridge in Velké Pavlovice
Stloukal, Radim ; Růžička, Stanislav (referee) ; Koláček, Jan (advisor)
The subject of this thesis is to design a bridge construction over the river Trkmanka in the municipality Velké Pavlovice. The superstructure is designed as a prestressed one field slab bridge with the length of 16,85m. As a part of this thesis there is enclosed structural analysis calculated accordingly to ČSN EN 1992-1-1. The load effects were calculated by Scia Engineer and compared with manual calculation. The rest of the calculations are done manually and ocassionally compared to engineering software. The construction has been analysed for the ultimate limit state, serviceability limit state and the stress anchors have been designed.
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Bridge on a highway
Knotek, Jan ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
Subject of this bachelor’s thesis is design of new slab bridge construction over the II/464 road between the villages Příbor and Bílovec. The bridge converts highway D47. Thesis includes three studies. Pre-stressed rectangular cross-section slab with elliptical exterior trim, pre-stressed plate- grinder construction and construction of prefabricated beams and monolithic slab. For next assessment was chosen option no.1. Load effects calculation is solved in SCIA engineer 16.1. Design and assessment of the structure are made according to valid standards and regulations.
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Design of the slab bridge
Strouhalová, Petra ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with design and solution of road slab bridge structure. Draft prestressing force is processed using the load balancing, the thickness of the slab is consedered in five variants. The aim of this thesis is to determine which option is appropriate for prestressing and which not and subsequently one selected variant design.
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The bridge over a local brook and relocation of a road
Matuška, Petr ; Zlatuška, Karel (referee) ; Nečas, Radim (advisor)
The aim of this thesis is safe and economical design of a single span bridge over a local brook and relocated cart track in compliance with all valid regulations and standards. Three variants of possible solution were designed from which the one with prestressed concrete trapezoidal slab is preffered. The thesis is mainly focused on the static analysis of the structure and its design documentation.
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Slab bridge in Budišov nad Budišovkou
Ilčík, Jakub ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
Subject of this bachelor´s thesis is design of new slab bridge construction in Budišov nad Budišovkou according to EN 1992-1-1. The bridge carries traffic across river Budišovka. It is full trapezoidal at cross-section area. Statically the construction is designed as point-supported slab with span lenght 12,0m. Cathegory of communication is S7,5. Internal forces are calculated by SCIA Engineer 15.3. Load of effects calculation and assesment of ultimate limit state and serviceability limit state is done according to valid standarts. Comparison of design with reinforcement in pressure zone.
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