55000 t散货船在风浪联合作用下的系泊试验研究
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  • 英文篇名:Mooring test of 55000 t bulk carrier under combined action of wind and wave
  • 作者:马隽 ; 耿宝磊 ; 李伟迁 ; 李焱 ; 高峰
  • 英文作者:MA Jun;GENG Bao-lei;LI Wei-qian;LI Yan;GAO Feng;Tianjin Research Institute of Water Transport Engineering, National Engineering Laboratory for Port Hydraulic Construction Technology & Key Laboratory of Engineering Sediment of Ministry of Communications;College of Harbor, Coastal and Offshore Engineering, Hohai University;Tianjin University, School of Architecture and Engineering;
  • 关键词:散货船 ; 风浪联合 ; 撞击力 ; 系缆力 ; 运动量
  • 英文关键词:bulk carrier;;combination of wind and wave;;impact force;;mooring force;;movement
  • 中文刊名:GKGC
  • 英文刊名:China Harbour Engineering
  • 机构:交通运输部天津水运工程科学研究院港口水工建筑技术国家工程实验室&工程泥沙交通行业重点实验室;河海大学港口海岸与近海工程学院;天津大学建筑工程学院;
  • 出版日期:2019-02-25
  • 出版单位:中国港湾建设
  • 年:2019
  • 期:v.39;No.252
  • 基金:国家自然科学基金(51409135);; 中央级科研院所基本科研业务费资助项目(TKS170217)
  • 语种:中文;
  • 页:GKGC201902006
  • 页数:6
  • CN:02
  • ISSN:12-1310/U
  • 分类号:33-38
摘要
通过几何比尺1∶50的物理模型试验,对55 000 DWT散货船在风、浪不同组合条件下船舶系泊的运动量、系缆力以及船舶靠泊产生的撞击力和撞击能量进行了研究。分析表明系缆方式二艉横缆的缆绳长度比系缆方式一增加2.0~3.8倍时,使得横缆受力有所减小,艏、艉缆和艏、艉横缆绳受力更为均匀;在推荐的系缆方式二中,港内波浪周期在12 s时,从受力角度来看,限制波浪工况为H4%≤0.5 m;从运动量角度来看,限制波浪工况为H4%≤0.6 m。文章在上述分析的基础上,推荐了合理的系缆方式,为工程设计提供了参考。
        Through the physical model test of 1∶50, the amount of mooring, the mooring force and the impact force and impact energy of the 55 000 DWT bulk carrier under the different combinations of wind and wave conditions are studied. The analysis shows that when the length of the cable of the tethering method 2 is 2.0 to 3.8 times larger than that of the tethering method 1,the force of the transverse cable is reduced, and the cable of the cymbal, cable and cymbal is more uniform. In the recommended tethering method 2, when the wave period in the port is 12 s, the wave condition is limited to H4%≤ 0.5 m from the point of view of force; from the point of view of the movement, the wave condition is limited to H4%≤ 0.6 m. Based on the above analysis, the reasonable tethering method is recommended, which provides a reference for engineering design.
引文
[1]王运龙,纪卓尚,林焰.散货船现状及其发展趋势[J].船舶工程,2006,28(1):58-61.WANG Yun-long, JI Zhuo-shang, LIN Yan. Existing condition and development trend of bulk carriers[J]. Ship Engineering, 2006, 28(1):58-61.
    [2]向溢,杨建民,谭家华,等.码头系泊船舶模型试验[J].海洋工程,2001,19(2):45-49.XIANG Yi, YANG Jian-min, TAN Jia-hua, et al. Model experiment of ship moored at berth[J]. The Ocean Engineering, 2001,19(2):45-49.
    [3]刘文华. 30 000 t级散货船结构强度有限元分析[J].船舶设计通讯,2008(2):30-36.LIU Wen-hua. Finite element analysis of structural strength of30 000 dwt bulk carrier[J]. Journal of Ship Design, 2008(2):30-36.
    [4]刘青明,黄河,张银苗.复杂水动力条件下开敞式大型散货码头泊稳条件分析[J].水运工程,2018(6):162-165.LIU Qing-ming, HUANG He, ZHANG Yin-miao. Mooring stability condition analysis of open-type large offshore bulk cargo terminal under complex hydrodynamic conditions[J]. Port&Waterway Engineering, 2018(6):162-165.
    [5]郭科,刘志远,佟德胜.两艘不超过5万吨级货船同时停靠码头作业的系泊试验研究[J].中国港湾建设,2017,37(8):42-46.GUO Ke, LIU Zhi-yuan, TONG De-sheng. Ship mooring physical model test on two no more than 50 000-ton cargo ships docking at the same port[J]. China Harbour Engineering, 2017, 37(8):42-46.

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