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Design, Production and Erection of Full Span Pre-tensioned Pre-stressed Concrete Box-Girders in Incheon Bridge Viaduct

机译:仁川桥梁高架桥全跨预应力混凝土箱梁的设计,生产和安装

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The objective of this study is to represent the design and construction of pre-stressed concrete (PSC) box-girders in Incheon Bridge Viaduct. The superstructure of the viaduct was planned and designed to be made by pre-tensioned pre-stressing method in a specially built casting factory, transported to the construction field at sea, and erected by FSLM(Full Span Launching Method), using specially developed methods and equipment. In this paper, key items of analysis and design of PSC box-girders are introduced. Also, brief construction method and sequences are represented.
机译:本研究的目的是代表仁川桥梁高架桥中预应力混凝土(PSC)箱梁的设计和构造。 规划和设计了高架桥的上部结构,并设计成通过预张紧的预应力方法在专门建造的铸造工厂中运输到海上的建筑领域,并通过FSLM(全跨度发射方法),使用专门开发的方法 和设备。 在本文中,介绍了PSC箱梁的分析和设计的关键项目。 此外,表示简要施工方法和序列。

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