摘要
桩基透空堤由栈桥式高桩梁板结构和设在其单侧或双侧的挡浪板结构组成,具有防浪、透流、防止泥沙回淤和造价低等优点。文章根据模型试验结果,分析了单侧挡浪板结构桩基透空堤的消浪效果与特征,并对《防波堤设计与施工规范》JTJ298-98公式的应用提出了看法和建议。
An open piled quay is generally composed of a jetty-type beam-slab structure supported on piles and wave panel installed either on one side or on both sides of the structure,advantageously characterized by wave protection,current transmitting,prevention of siltation and low cost.The paper,based on the model test results,presents an analysis of the wave absorbing effect and behavior of an open piled quay with wave panels fixed to one side of the quay,and gives also the authors' comments and recommendations on the application of the equations given in specification for design and construction of breakwaters.
出处
《中国港湾建设》
北大核心
2005年第2期21-23,31,共4页
China Harbour Engineering
关键词
桩基透空堤
挡浪板
消浪效果
分析
规范
open piled quay
wave panel
wave absorbing effect
analysis
specification
