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Prestressed slab structure using SFRC
Herka, Martin ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the design and solution of a slab bridge structure. There are two varies considered - prestressed concrete structure and prestressed structure using steel fiber reinforced concrete. The aim of the thesis is to assess a contribution to application of steel fiber reinforced concrete in serviceability limit state and ultimate limit state. At the end of thesis is an evaluation of possibility to design this type of structure from prestressed steel fiber reinforced concrete.
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Design of a one-span railway bridge
Tomisová, Gabriela ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The topic of this thesis is a design of an one-span bridge over a river, a bicycle path and a route for pedestrians. The construction of prestressed beam bridge with one field with lower bridge deck is preferred out of all developed options. The construction is designed and assessed to the ultimate limit state and the serviceability limit state according to actual EN standards.
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Reconstruction of the bridge 44-016
Škarda, Jan ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The purpose of this thesis is the project of the bridge reconstruction nb. 44 - 06 in Zabreh. It is performed the project of the new bridge which should replace current construction. The current construction is not suitable from technical aspects. The project is solved as a prestressed trapezodial slab with 20 m span. The design was judged by the ultimate limit states and usability.
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Design of highway bridge formed by beam girder
Řezníček, Martin ; Čihák, Petr (referee) ; Nečas, Radim (advisor)
The aim of diploma thesis is to design a made-up bridge construction over the road network.There were made three studies of bridging which were compared consequently. Two-joint ginder without haunched was selected as the most suitable option and it was designed in details. The construction was assessed according to the ultimate and serviceability limit state.
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T-beam road bridge
Lipovský, Václav ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is the design a bridge structure. The bridge will transfer a road of a S7,5 category over local river. Three variants were designed, from which the most suitable one was selected and it was further designed. The selected load-bearing structure is an monolithic post-prestressed single-girder bridge with one span. The span of the structure is 28.0 m. The structure has been detailed processing and assessment of the structure for the ultimate limit state and service limit state. Detailed drawings and visualization followed.
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Slab bridge in Staré Město
Pejčoch, Karel ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is to design of bridge construction over the river of Krupá located near the city of Staré Město. The load bearing system is composed from one prestressed concrete span. The structural design was made in two variants, which were compared between them. For calculations of first way was used the software of Scia Engineering and second way was calculated by simplified manual method of effective width. All calculations were performed according to actual standard EN.
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T-beam road bridge
Lipovský, Václav ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is the design a bridge structure. The bridge will transfer a road of a S7,5 category over local river. Three variants were designed, from which the most suitable one was selected and it was further designed. The selected load-bearing structure is an monolithic post-prestressed single-girder bridge with one span. The span of the structure is 28.0 m. The structure has been detailed processing and assessment of the structure for the ultimate limit state and service limit state. Detailed drawings and visualization followed.
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Bridge over the Valová river
Vytásek, Ondřej ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this work was to design a new bridge structure with one span. Several studies were carried out, from which I selected one, namely a monolithic single-beam variant made of prestressed concrete, which will replace the existing already unsatisfactory bridge. The bridge has a span of 28.94 m and a width of 9.6 m. Part of the work is a static calculation, drawings of reinforcement, shape and layout of the bridge.
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