Abstract: This paper describes the superiority and the technical practicability of the high piled wharf using entirely the straight steel pipes as the foundation. We also analyze the effect of the lifting machinery to the horizontal displacement of the straight pile wharf. The distribution of the collusion force on the bents is discussed. The calculation method to be applied to the horizontal displacement of the straight pile wharf is introduced through illustrative examples in engineering practice. This paper finally proposes the structural measures of reducing the horizontal displacement. This paper may be referable for those who design and research the straight pile wharf.

摘要： 本文阐述了全部采用直钢管桩基础的高桩码头的优越性和技术可行性。分析了直桩码头的水平变位对起重机械的影响问题。对船舶碰撞力在排架上的分配进行了讨论。通过实例介绍了实际工程中,直桩码头水平变位的计算方法。最后提出了减少水平变位的结构措施。本文可供设计和研究直桩码头作参考。