高吨级浮码头撑杆消能系统结构计算
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Structural calculation of pole energy dissipation system for high-tonnage floating wharf
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    摘要:

    高吨级浮码头撑杆消能系统普遍采用船舶撞击能量选取的橡胶护舷最大反力作为撑杆系统的设计荷载,满足工程需要,但并不经济。分析趸船被船舶撞击后的运动状态,采用趸船第1次撞击撑杆的最大撞击能量为撑杆系统的设计依据;通过研究护舷吸能、桩基吸能与护舷反力的关系,揭示桩基悬臂长度、桩基直径、护舷选型对橡胶护舷吸能量占比、护舷反力的影响。结果表明:橡胶护舷在消能系统中起主要作用,吸能量占比通常超90%;随着桩基悬臂长度增大,橡胶护舷吸能量占比减小,护舷反力也减小;随着桩基直径增大,橡胶护舷吸能量占比增大,护舷反力也增大,但影响较小;随着护舷增大,橡胶护舷吸能量占比略微减小,护舷反力明显增大。

    Abstract:

    The maximum reaction force of the rubber fender selected by the ship impact energy is generally used as the design load in the energy dissipation system of the pole of high-tonnage floating wharf,which meets the engineering needs,but is not economical.The motion state of a pontoon after being hit by a ship is analyzed,and the maximum impact energy of the barge’s first impact on the pole is used as the design basis for the pole system.By studying the relationship between energy absorption of fender,energy absorption of pile foundation and fender reaction,the influences of cantilever length of pile foundation,pile diameter and fender selection on energy absorption ratio of rubber fender and fender reaction are revealed.The results indicate that rubber fenders play a major role in energy dissipation systems,with energy absorption accounting for typically over 90%.As the cantilever length of the pile foundation increases,the proportion of energy absorbed by the rubber fender decreases,and the fender reaction force also decreases.As the pile diameter increases,the proportion of energy absorbed by the rubber fender increases,and the fender reaction force also increases,but the impact is relatively small.As the size of the fender increases,the proportion of energy absorbed by the rubber fender slightly decreases,and the fender reaction force significantly increases.

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禹精瑞,王 全,陈 哲,等.高吨级浮码头撑杆消能系统结构计算[J].水运工程,2025(9):54-59.

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  • 在线发布日期: 2025-09-16
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