Stay-cable Bridge Construction Accelerated

Jindrich Potucek, J. Pfuntner
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引用次数: 0

Abstract

The standard cast-in-place segmental balanced-cantilever construction technique for long-span, cable-stayed bridges has been well known and widely used; however, it can lead to extensive construction time and places the construction of the pylon on the critical path of the schedule. The Oakley C. Collins Memorial Bridge over the Ohio River (between Ironton, Ohio and Russell, Kentucky, USA) was built with a new construction technique targeting this issue and accelerating construction by implementing several innovative value engineering ideas proposed by COWI, the Contractor’s Construction Engineer. These include the use of back-span falsework, allowing the side span superstructure to be cast-in-place on falsework during pylon construction; the use of precast stay anchor blocks for rapid installation and better geometry control of the stay anchorages; and guide pipes and unidirectional cantilever casting, reducing the casting cycle duration to as little as one segment per week. This paper presents the construction details that significantly reduced the superstructure casting schedule and design modifications to the superstructure.
斜拉桥建设加快
大跨度斜拉桥的标准现浇节段平衡悬臂施工技术已被广泛采用;然而,它会导致大量的施工时间,并将塔的施工置于计划的关键路径上。俄亥俄河上的Oakley C. Collins纪念大桥(位于俄亥俄州Ironton和美国肯塔基州Russell之间)采用了针对这一问题的新施工技术,并通过实施承包商施工工程师COWI提出的几个创新价值工程理念来加速施工。这些措施包括使用后跨支架,允许侧跨上部结构在塔塔建造期间在支架上浇筑;使用预制锚杆块快速安装,更好地控制锚杆的几何形状;以及导管和单向悬臂铸造,将铸造周期缩短至每周一段。本文介绍了大大减少上层建筑浇筑进度和上层建筑设计修改的施工细节。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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