首页> 外文会议>International symposium on lifetime engineering of civil infrastructure >DESIGN AND RESEARCH OF CHANGSHA HONGSHAN BRIDGE – A HARP SHAPED CABLE STAYED BRIDGE WITH NO BACKSTAYS
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DESIGN AND RESEARCH OF CHANGSHA HONGSHAN BRIDGE – A HARP SHAPED CABLE STAYED BRIDGE WITH NO BACKSTAYS

机译:长沙宏山桥的设计与研究 - 一种没有背垫的竖琴腰带

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Hongshan Bridge, which was completed and opened to traffic on Dec.28 in 2004, is a harp-shaped cable-stayed bridge with inclined pylon and without any back-stays. The bridge is 206 m span, which is the longest of this type at present in the world. It is a new concept bridge structure. The mechanical characteristics is that with the elimination of the backstays, the inclined pylon would rely on its own dead weight, serving as a counterbalance to support the dead loads and live loads on the deck. It would enriched the harmonious relationship between bridge construct and natural landscape. In addition, the particularly exquisite shape would be formed, and the conventional design concept would be broken free from the upright pylon in conventional cable-stayed bridges. In this paper, the conceives of design and key technologies are briefly introduced and some studies on the reasonable structural form of inclined pylon of harp-shaped cable-stayed bridge with no backstays are carried out by changing some important parameters from the point of design.
机译:2004年12月28日完成并开放到交通的洪山大桥是一个竖琴形斜拉桥,倾斜的幽门,没有任何背部停留。这座桥门是206米的跨度,这是世界上最长的这种类型。这是一个新的概念桥梁结构。机械特性是随着消除后部的消除,倾斜的塔架将依靠其自身的止回重量,用作支撑死载和在甲板上的活载荷的平衡。它将丰富桥梁结构与自然景观的和谐关系。另外,将形成特别精致的形状,并且传统的设计概念将在传统的缆绳座桥中的直立塔内自由断开。在本文中,简要介绍了设计和关键技术的构思,并且通过从设计点改变了一些重要的参数来执行没有反向柱的竖琴斜拉桥的合理结构形式的合理结构形式的研究。

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