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Innovative unloading and lifting system applied for deck erection of new suspension bridge across the Danube river in Romania

 Innovative unloading and lifting system applied for deck erection of new suspension bridge across the Danube river in Romania
Author(s): , , ,
Presented at IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023, published in , pp. 560-567
DOI: 10.2749/istanbul.2023.0560
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This paper describes an innovative unloading and lifting system applied for the deck erection of a new suspension bridge (1120m in main span) across the Danube in Romania, with emphasis on concept ...
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Bibliographic Details

Author(s): (IHI Infrastructure Systems Co., Ltd. Tokyo, Japan)
(IHI Infrastructure Systems Co., Ltd., Tokyo, Japan)
(IHI Infrastructure Systems Co., Ltd., Tokyo, Japan)
(IHI Infrastructure Systems Co., Ltd., Tokyo, Japan)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023
Published in:
Page(s): 560-567 Total no. of pages: 8
Page(s): 560-567
Total no. of pages: 8
Year: 2023
DOI: 10.2749/istanbul.2023.0560
Abstract:

This paper describes an innovative unloading and lifting system applied for the deck erection of a new suspension bridge (1120m in main span) across the Danube in Romania, with emphasis on concept design and operation on site. The deck erection was performed in the spring of 2022. In this project, independent unloading and lifting systems were arranged while considering topographical constraints. One of the systems was used for unloading deck segments from the river to the tips of the embankments via a swing operation, whereas another was used to lift the deck segments vertically from the river or embankment to the designated elevations. In general, deck lifting devices equipped with both jacking and carriage system are installed in a cross-gantry manner on main cables. In this project, all structural and mechanical components relevant to deck unloading and lifting operations except clamps anchored to the main cables were integrated at the deck side to pursue light weight and highly mobile devices taking account of irregular deck erection step. As a result, less material and cost effective erection devices were realized compared with dominant gantry systems.

Keywords:
suspension bridge temporary works deck erection

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