摘要
通过甬台温铁路客运专线瓯江特大桥主桥100号墩深水基础采用混凝土底板吊箱围堰的实施,介绍了在水深流急、潮差大、含泥沙量较高的河流中的双壁钢吊箱围堰设计计算、施工控制要点和主要技术特点。
Through the implementation of the concrete soleplate boxed cofferdam adopted in 100# pier deep water foundation of main bridge of Oujiang Bridge on Yong--Tai--Wen Passenger Dedicated Railway, introduced with emphasis the urgent water flow, the tidal range bigger, with the higher vol- ume of river sediment in the double-wall steel cofferdam design calculation, the construction control main points and the main technical characteristics , can be referred to for similar projects.
出处
《交通科技》
2008年第1期44-47,共4页
Transportation Science & Technology
关键词
深水基础
混凝土板
吊箱围堰
deepwater foundation
concrete slab
suspending cofferdam
