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摘要：
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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。
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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.
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作者简介：
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参考文献：
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[1] 天津港湾工程研究所.上海化学工业区孚宝码头波浪物理模型试验报告[R].2001.
[2] JTJ298—98,防波堤设计与施工规范[S].
[3] 杨宪章.长周期波的特性及对系泊船舶动态特性的影响[J].港口工程,1989,(6).
[4] ГH斯米尔诺夫.港口与港口建筑物[M].北京:人民交通出版社,1984.
[5] 颜为民.炮台湾船舶基地透空式防波堤设计[J].港湾技术,1992,(3).
[6] 天津港湾工程研究所.毛里塔尼亚友谊港万吨级杂货码头系泊动态试验研究报告[R].1986.
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