码头触碰事故关键参数分析及防护措施研究

Analysis of key parameters and study of protective measures for wharf collision accidents

  • 摘要: 船舶撞击已成为码头损伤、失效的主要原因之一,船舶对码头结构撞击所造成的损伤降低了码头结构承载能力和结构的耐久性。为明确中国码头触碰事故特征,对2005—2022年间广西自治区至辽宁省沿海和长江沿线发生的54 起船舶触碰码头事故进行了统计,分析了中国码头触碰事故的基本特征、事故原因、不同结构类型码头和船舶损伤特征等。触碰事故码头损伤主要分为水工结构损伤和装卸设备损伤,重力式码头有着相对较大的水平承载力和侧向刚度,超载适应能力较高桩码头强;船舶局部刚度较大且撞击过程中由于钢材的变形可以吸收部分撞击能量,事故中船舶损伤相对于码头来说要小。采用极值Ⅰ型分布和Pearson-Ⅲ型分布计算了不同累积频率下码头触碰事故的最大撞击速度,重现期50 a最大撞击速度分别为4.08 m/s和4.01 m/s,经检验Pearson-Ⅲ型曲线拟合性效果更优,并对撞击角度进行特征描述,为异常靠泊荷载作为偶然荷载进行可靠性设计提供了计算依据。根据目前研究进展,对码头触碰事故物理防护、异常靠泊可靠性设计和风险识别预警系统等3种防护措施进行了评述,物理防护依靠能量消耗或转移对码头主体进行防护,对于随机触碰事故防护性有限,重要港口码头可采用提升码头可靠性设计的方法,风险识别与预警是船舶撞击防护方向的发展趋势,结合数据模型对船舶轨迹预测并进行避碰干预具有广阔应用前景。

     

    Abstract:
    Ship impact has become one of the main causes of wharf damage and failure, and the damage reduces the bearing capacity and durability of the wharf structure. In order to clarify the characteristics of wharf collision accidents in China, 54 ship collision accidents that occurred in the coastal areas from the Guangxi Autonomous Region to Liaoning Province and along the Yangtze River from 2005 to 2022 were analyzed. According to the statistics, the basic characteristics of wharf collision accidents, accident causes, different structural types of wharves, and ship damage characteristics were analyzed.
    Bulk carriers accounted for 57.41% of collision-accident ships, followed by oil tankers at 20.37%, container ships at 9.26%, general cargo ships at 5.56%, and multi-purpose vessels, liquid chemical tankers, tourist passenger ships, and pilot boats each accounting for 1.85%. The designed berthing capacities of wharves involved in the collision accidents ranged from 2,000 to 200,000 t, among which pile-supported beam-slab type wharves accounted for 47.62%, pile-supported pier type wharves 28.57%, caisson gravity type wharves 11.91%, floating wharves 4.76%, and large-diameter cylinder gravity type wharves, diaphragm wall type wharves, and covered steel sheet pile type wharves each accounting for 2.38%. Economic losses caused by collision accidents involving wharves are generally significant.
    The causes of collision accidents involve all aspects of the “Human-Machine-Environment-Management” system in ship navigation safety, with improper operation, failure to use a safe speed, and ship machinery or electrical system failures being the top three primary causes.
    Damage to wharves in collision accidents is primarily categorized into structural damage and cargo-handling equipment damage. Common features of accident damage include rubber fender breakage, mooring block damage, guardrail deformation, and wharf rail track misalignment. Hydraulic structure damage in pile-supported wharves mainly occurs in piles, pile caps, ship fenders, mooring platforms, and horizontal braces, while gravity-type wharves typically experience breast wall cracks and structural tilting. Floating wharves suffer from deformation dents, water seepage, and connecting component damage or detachment. Collision prevention facilities installed on some wharves provide partial protection.
    Most ship impacts do not cause complete wharf collapse. However, high-impact velocities exceeding design berthing standards significantly increase the probability of catastrophic structural collapse, often accompanied by crane falls into the water. Gravity-type wharves demonstrate superior impact resistance due to their greater horizontal load-bearing capacity and lateral stiffness, resulting in less damage compared to pile-supported structures and avoiding irreparable failures such as total collapse.
    Primary ship damage types include sinking, hull cracks, and deformation. Ships’ higher local stiffness and the deformation of steel during collisions absorb impact energy, leading to less severe damage than that sustained by wharves. Most ship damage occurs above the waterline, making repairs easier compared to structural repairs on wharves.
    The maximum impact velocity of wharf collision accidents at different cumulative frequencies was calculated using the Gumbel distribution and Pearson-III distribution. The maximum impact velocities for a 50-year return period were 4.08 m/s and 4.01 m/s, respectively. After verification, the Pearson-III curve demonstrated better fitting performance. The impact angle is also characterized, providing a basis for the calculation of abnormal berthing loads as accidental loads for reliability design.
    According to the current research progress, three protective measures—physical protection of wharves against collision accidents, abnormal berthing reliability design, and risk identification and early warning systems—are reviewed to provide a reference for protective design against wharf collision accidents. Physical protection relies on energy dissipation or transfer to safeguard the main wharf structure, but its effectiveness against random collision accidents is limited. Key port wharves may adopt enhanced reliability design methods. Risk identification and early warning represent a developing trend in ship collision prevention. Combining data models for ship trajectory prediction and collision avoidance intervention holds broad application prospects.

     

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