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Slab road bridge
Blaha, Martin ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
Bachelor thesis deals with a design of a prestressed bridge structure that transfers the D35 motorway between village Velký Újezd and town Lipník nad Bečvou. The bridge is bridged by the local Kyjánka stream. Three studies were designed from which a variant of a rectangular prestressed monolithic slab was selected and elaboraterd. The static model and its internal forces were calculated in SCIA Engineer 18.1. The calculation is made according to valid standards.
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Housing+
Doubrava, Šimon ; Jurkovič, Peter (referee) ; Galeová, Nicol (advisor)
A group of lots is located in a gap between a crossroad at Tomkovo square and the only natural solitaire nearby, Husovice hill. A newly-built highway bridge which is a part of outer Brno bypass unloads the street line of a big part of traffic load. Corner buildings, which stand between the bridge and the site serves as a noise barrier and together with the bridge, which moves the noise and vibrations to the upper levels change the site in a peaceful place. Calm character, the possibility to grab hold of the conection between Tomkovo square and Husovice hill and convenient commodity-monetary relations were three main reasons why the site was chosen for a proposal of dwelling complex.
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Design of the bridge structure across the street
Váša, Jiří ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the design of the motorway bridge over the II / 464 road between Butovice-Bílovec. For the bridging design four variants were made, from which a variant of the slab with longitudinal extensions was selected for further processing. The design assessment was performed for the ultimate limit state and serviceability limit state according to valid standards. Determination of internal forces was performed on the model developed in Scia Engineer 18.0.
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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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Highway bridge over wide wally
Mertová, Eliška ; Smejkal, Ing David (referee) ; Klusáček, Ladislav (advisor)
The aim of this diploma thesis was the design of three possible variants, how to span the wide and deep valley with a bridge. After an evaluation, situation of the highway on the only wide load-bearing structure which is constituted by a box girder with transverse cantilevers supported by prefabricated bar braces, was chosen as an optimal solving. The load- bearing structure made of post- tensioned concrete is going to be incrementally launched and be supported by one-column pillars along an axis of the motorway. The work is composed of a detailed design of this preferred variant, which is processed according to the ultimate and serviceability limit state including the construction stage analysis of the bridge by the construction technology by an incremental launching method.
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Highway bridge over the II/464 road
Mezera, David ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The content of the thesis is to solve the relocation of the II / 464 road. It is a bridge with one field of post-tensioned concrete. 3 studies were designed, one of which was elaborated within the framework of this thesis. Was selected option no. 3 double plate-grinder construction. The static model was created in Scia Engineer 2.15 and reports were processed manually, according to EC. The effects of wind, snow, acceleration and braking forces have been neglected.
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Bridge on the D1 highway over a road and brook
Surovcová, Monika ; Zdražilová, Magda (referee) ; Panáček, Josef (advisor)
The aim of the diploma thesis is the proposal of a bridge structure in the direction of Přerov – Lipník in the cadastral territory of the Osek nad Bečvou. A bridge is used to overcome the road III/43612 in km 93,550, the stream Lubeň and a field trip. From tree alternatives is selected a post-tensioned two-beam concrete struction and assessed according to the limit states including an impact of phased construction according to the European standards. Also it is prepared a drawing documentation, an accompanying report and a visualization of the beam.
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Highway bridge formed by cell box girder
Hošek, Filip ; Novotný, Petr (referee) ; Nečas, Radim (advisor)
Diploma thesis is focused on solving highway bridge over deep valley. From three studies has been chosen cell box girder with transverse overhangs.The static calculation contains limit states assessment, design of precast and time discetization analysis verification. Structure design contains temporary and pernament situations assessment according to EC. Last part of project is drawnings and visualization.
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design of higway bridge accross Dolansky creek
Šedrla, Jakub ; Sliwka, Pavel (referee) ; Zich, Miloš (advisor)
My thesis is focused on a design and comparism of the highway bridge across Dolansky creek. The bridge is built by balanced cantilever method. The common span length is 110metres. The bridge is post-tensioned concrete structure.The static model is made of beams.The static analysis during lifespan of bridge is made by Time discretization analysis . The design of reinforcement is made for longitudinal section and cross section.
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Static solution of bridge on the highway Jánovce-Jablonov
Darebníček, Pavel ; Šopík, Leonard (referee) ; Zich, Miloš (advisor)
The subject of Diploma thesis is the design of bridge on the highway Jánovce - Jablonov and his static solution. Selected variant is made from four span 34+44+44+34m and supporting structure consist of monolithic two beams of prestressed concrete. Height of cross section is over the whole lenght of the bridge constant. Each beams will be built on sliding formwork. The design of supporting structure is made according to limit states, including addressing timing analysis. Calculation of the effects of loading is made by software and reviews are calculated by hand according to Eurocode.
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