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

Fumiya Murano, M. Nakayama, Shinjiro Seki, Yuya Uchida
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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.
罗马尼亚多瑙河新建悬索桥桥面安装中应用的创新卸载和提升系统
本文介绍了罗马尼亚多瑙河新悬索桥(主跨1120米)桥面安装中应用的一种创新卸载和提升系统,重点介绍了概念设计和现场操作。甲板安装于2022年春季进行。本项目在考虑地形约束的情况下,布置了独立的卸载和提升系统。其中一个系统用于通过摆动操作将甲板部分从河流卸载到堤防的尖端,而另一个系统用于将甲板部分垂直地从河流或堤防提升到指定的高度。一般情况下,同时配备千斤顶和托架系统的甲板起重装置都是跨龙门安装在主缆上。在这个项目中,除了锚定在主缆上的夹具外,所有与甲板卸载和吊装作业相关的结构和机械部件都集成在甲板一侧,考虑到不规则的甲板安装步骤,以追求轻重量和高移动设备。因此,与主流的龙门系统相比,实现了更少的材料和成本效益的安装装置。
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