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船闸浮式系船柱升级改造设计与应用

Upgrade design and application of lock floating bollard

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随着船舶大型化的推进,部分船闸无法较好地满足过闸船舶安全系缆.以株洲一线船闸为例,在浮式系船柱井槽不变的前提下,对浮式系船柱进行升级改造设计.通过改变浮式系船柱结构形式,优化系缆高度、浮筒直径以及吃水深度等关键参数,将系缆力提升至100 kN,双层系缆高度分别提高至1 900 和3 700 mm.经过有限元计算分析验证,系船架结构的强度、刚度均满足要求.工程实践表明:改造后的浮式系船柱边界参数与井槽尺寸匹配合理,投产后运行可靠,船舶过闸系缆解缆效果良好,可为类似船闸工程浮式系船柱的升级改造设计提供参考.
With the advancement of large-scale ships,some locks are unable to meet the safety mooring of ships passing through the locks.Taking the first-line lock in Zhuzhou as an example,this paper upgrades and designs the floating bollards under the premise that the floating bollard groove remains unchanged.By changing the type of floating bollard structure,optimizing key parameters such as mooring height,pontoon diameter and draft,the mooring force is increased to 100 kN,and the height of the double-layer mooring is increased to 1900 and 3 700 mm,respectively.After finite element analysis and verification,the strength and stiffness of the mooring frame structure meet the requirements.The engineering practice shows that the boundary parameters of the modified floating bollards are reasonably matched with the size of the well,the operation is reliable after putting into operation,and the unplugging effect of the ship mooring cable is good,which can provide reference for the upgrading and transformation design of floating bollards in similar lock projects.

lock floating bollardupgrademooring heightpontoon optimizationfinite element calculation

李超军、周钦、叶雅思、陈虹宇、陈杨柳二

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湖南省交通规划勘察设计院有限公司,湖南 长沙 410200

湖南省水运建设投资集团有限公司,湖南 长沙 410011

船闸浮式系船柱 升级改造 系缆高度 浮筒优化 有限元计算

2024

水运工程
中交水运规划设计院有限公司

水运工程

CSTPCD
影响因子:0.428
ISSN:1002-4972
年,卷(期):2024.(5)
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