Long span post-tensioned box girder bridge in Bratislava

Authors

  • Adrián Chalupec DOPRAVOPROJEKT a.s. Kominárska 141/2,4 ; 832 03 Bratislava - Nové Mesto, Divízia Zvolen, Pracovisko Liptovský Mikuláš, Slovak Republic
  • Martin Ondroš DOPRAVOPROJEKT a.s. Kominárska 141/2,4 ; 832 03 Bratislava - Nové Mesto, Divízia Zvolen, Pracovisko Liptovský Mikuláš, Slovak Republic
  • Petr Novotný SHP s.r.o. Bohunická 50, 619 00 Brno, Czech Republic

DOI:

https://doi.org/10.14311/APP.2022.33.0063

Keywords:

balanced cantilever, box girder, main span

Abstract

The paper describes an analysis and detailed design of the 470 m long D4 motorway bridge in the Slovak capital Bratislava. This bridge is a part of 2 932.50 m long D4 motorway crossing of the Danube River and its surrounding areas. The 210 m long main span of the post-tensioned three span box girder bridge is the longest span which has ever been built in Slovakia. The Ministry of Transportation and Construction of the Slovak Republic requirement was to cross all future rowing tracks by a single span. The depth of the cross section varies from 4.39 m at span to 13.09 m at piers. 35 m wide cross section carries 4-lane carriageway, median, sidewalk and cycling path. The central part of carriageway is built by the balanced cantilever method. The overhangs carrying outer lanes are built by wing traveller machine and supported by the precast struts. The bridge is currently under construction as a part of PPP project of Bratislava ring road (the motorway D4 Bratislava, Jarovce - Bratislava, Ivanka north section).

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Published

2022-03-03

How to Cite

Chalupec, A. ., Ondroš, M., & Novotný, P. . (2022). Long span post-tensioned box girder bridge in Bratislava. Acta Polytechnica CTU Proceedings, 33, 63–69. https://doi.org/10.14311/APP.2022.33.0063