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Reconstruction of the Vilemov Viaduct on the railway line Rumburk - Sebnitz

 Reconstruction of the Vilemov Viaduct on the railway line Rumburk - Sebnitz
Author(s): , , , ,
Presented at IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, published in , pp. 1265-1269
DOI: 10.2749/prague.2022.1265
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On the railway track from Rumburk to Sebnitz, near the village Vilémov u Šluknova, there is a seven- span bridge structure with a total length of 217.3 m. In the first half of 2021, five bridge spa...
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Bibliographic Details

Author(s): (FIRESTA-Fišer, rekonstrukce, stavby a. s., Brno, Czech Republic)
(FIRESTA-Fišer, rekonstrukce, stavby a. s., Brno, Czech Republic)
(FIRESTA-Fišer, rekonstrukce, stavby a. s., Brno, Czech Republic)
(FIRESTA-Fišer, rekonstrukce, stavby a. s., Brno, Czech Republic)
(FIRESTA-Fišer, rekonstrukce, stavby a. s., Brno, Czech Republic)
(FIRESTA-Fišer, rekonstrukce, stavby a. s., Brno, Czech Republic)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Published in:
Page(s): 1265-1269 Total no. of pages: 5
Page(s): 1265-1269
Total no. of pages: 5
DOI: 10.2749/prague.2022.1265
Abstract:

On the railway track from Rumburk to Sebnitz, near the village Vilémov u Šluknova, there is a seven- span bridge structure with a total length of 217.3 m. In the first half of 2021, five bridge spans of the original riveted steel structures from 1904, which was at the end of its service life, were replaced by welded steel truss bridge superstructures.

Two remaining adjacent arched spans were also part of the renovation and their stone arches were rehabilitated as part of this process.

The outermost stone arches have a span of 7.00 m and the span of each of the five inner steel truss superstructures is 36.80 m.

The bridge crosses the Vilemov Brook valley and at its highest point it stands 34.20 m above the existing terrain. The height of the bridge in particular, combined with an unfavourable course of the terrain below the bridge, was the reason for the chosen erection procedure - a combination of longitudinal launching and lowering onto the bridge piers through a set of temporary structures.

FIRESTA, as the leading participant of the association of companies "Společnost – most přes Karolinino údolí", is the supplier of production and assembly documentation for the whole bridge and manufacturer of three out of five of the aforementioned new steel superstructures. In total about 581 t of structural steel was used for the production of all five steel spans.

Keywords:
launching reconstruction steel bridge lifting replacement truss structure lowering installation railway bridge bridge erection
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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