首页> 外文会议>Engineers Society of Western Pennsylvania Annual International Bridge Conference >(IBC 07-03) Key Techniques during Design and Construction of Deep Water Foundation and Steel Pylon for the Nanjing Third Yangtze River Bridge
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(IBC 07-03) Key Techniques during Design and Construction of Deep Water Foundation and Steel Pylon for the Nanjing Third Yangtze River Bridge

机译:(IBC 07-03)南京三长江桥深水基础和钢塔设计与施工的关键技术

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The Nanjing Third Yangtze River Bridge (short as Nanjing Third Bridge) is a key national project approved by the State of Council. It's a major cable-stayed bridge with a main span of 648m, consisting of steel pylon and steel box girder. It ranks No.l in China and No.3 in the world in all completed cable stayed bridges of the same type. It's also the first time in the world to use curve shaped pylon legs. The project investigated and successfully solved some key techniques during design and construction of the first large span cable stayed bridge made of steel pylon and steel box girder in China. These key techniques can be summarized as follows: 1.1 Design and construction of deep water foundation Pylon foundation of Nanjing Third Bridge is located in deep water of Yangtze River. On the condition of deep water and high water flow velocity (normal water depth:40m, water flow velocity:2.9m/s), in order to control construction risk and ensure construction safety, the bridge successfully adopted a rigid construction platform system combined by self-buoyancy steel cofferdam and steel casing and developed innovative techniques during design and construction of deep water foundation, which effectively reduced construction period of time and saved the cost.
机译:南京南京三江桥(南京第三桥)是由理事会批准的关键国家项目。这是一座主要的斜拉桥,主要跨度为64.8米,由钢塔和钢箱梁组成。它在中国的中国和世界上第3号排名第3位,所有已完成的电缆停留桥的相同类型的桥梁。这也是世界上第一次使用曲线形幽门腿。该项目在中国钢塔和钢箱梁制成的第一个大型跨度电缆停留桥的设计和建设中调查并成功解决了一些关键技术。这些关键技术可以概括如下:1.1南京第三桥深水基础塔基塔的设计与施工位于长江深水中。在深水和高水流速的条件下(常水深度:40m,水流速:2.9m / s),为了控制建设风险并确保建设安全,桥梁成功采用了刚性建筑平台系统的结合自浮钢围堰钢壳和钢壳,在深水基础设计与建设过程中开发的创新技术,从而减少了施工期限并节省了成本。

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