摘要
码头设计中采用透空式上部结构,可以减小波浪对码头的作用力,减少码头上水、降低码头面高度。以青岛港邮轮码头工程为例,通过物理模型试验研究,优化结构方案,确定结构开孔尺寸和码头面高程。结果表明,在上部结构采用透空形式进行消浪,对减小码头上水、降低码头面高程的效果明显,可为类似工程设计提供参考。
A permeable superstructure in wharf design can reduce wave forces acted on the wharf and reduce overtopping,thus lowering down the elevation of the wharf deck. Taking the cruise wharf in Qingdao Port as an example, the wharf structureis optimized through physical model tests to determine the dimensions of hollows in the breast wall and the wharf surfaceelevation. The analysis results show that, with the permeable superstructure to dissipate waves, the method does well to reduceovertopping and wharf elevation. It may provide a reference to similar project design.
出处
《中国港湾建设》
2016年第6期25-28,共4页
China Harbour Engineering
关键词
邮轮码头
透空式上部结构
消浪
码头上水
cruise terminal
permeable superstructure
wave dissipation
overtopping
