中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2025, Vol. 44 ›› Issue (11): 109-116.DOI: 10.3969/j.issn.1674-0696.2025.11.14

• 智慧交通基础设施 • 上一篇    

基于自驱互耦机制的浮式设施定位特性研究

吴俊1,潘婧唯2,何再冉2,曾晓燕2   

  1. (1. 重庆交通大学 航运与船舶工程学院,重庆 400074; 2. 重庆交通大学 河海学院,重庆 400074)
  • 收稿日期:2024-11-28 修回日期:2025-01-16 发布日期:2025-11-27
  • 作者简介:吴俊(1981—),男,江苏南通人,研究员,博士,主要从事高等水工结构方面的研究。E-mail:wujun_gd@126.com
  • 基金资助:
    重庆市教委重点科技项目(KJZD-K202200706);重庆市交通科技项目(CQJT2022ZC03)

Floating Facility Positioning Characteristics Based on Self-driven Mutual Coupling Mechanism

WU Jun1, PAN Jingwei2, HE Zairan2, ZENG Xiaoyan2   

  1. (1. School of Shipping and Naval Architecture, Chongqing Jiaotong University, Chongqing 400074, China; 2. School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China)
  • Received:2024-11-28 Revised:2025-01-16 Published:2025-11-27

摘要: 目前设计兼具高精度定位能力且无需外力驱动特性的浮式设施仍是山区河流中的技术难题。为此提出了一种搭载自驱互耦张紧式系泊装置的新型内河水上浮式设施。通过理论研究,对浮式设施整体及自驱互耦机构进行力学分析,推导出定位精度的理论公式;结合物理实验,研究流速与水位对定位性能的影响。研究结果表明:在不同流速下,浮式设施最大平面偏移量为0.32 m,自驱互耦机构可动态调节艏艉缆绳缆力,艏部缆力大于艉部,缆力总值和均值稳定在2 250 kN左右;在不同水位下,最大平面偏移量为0.2 m,该新型浮式设施具备在无外力驱动下的自约束高精度定位能力与张紧缆张力自适应调节特性。

关键词: 航道工程;浮式设施;定位特性;自适应调节;流速;水位

Abstract: Currently, floating facilities combing high-precision positioning capabilities with the characteristic of requiring no external driving force remain a technical challenge in mountainous rivers. To address this, a novel inland water floating facility equipped with a self-driven mutually coupled tension mooring system was proposed. Through theoretical research, mechanical analysis was conducted on the overall floating facility and the self-driven mutually coupled mechanism, and the theoretical formula for positioning accuracy was derived. Combined with physical experiments, the effects of flow velocity and water level on positioning performance were investigated. The research results show that under different flow velocities, the maximum planar offset of the floating facility is 0.32 m. The self-driven mutually coupled mechanism dynamically adjusts the cable forces at the bow and stern, with the bow cable force being greater than that at the stern, and the total cable force remains stable at around 2 250 kN on average. Under different water levels, the maximum planar offset is 0.2 m. The proposed novel floating facility possesses self-restraint high-precision positioning capability and adaptive adjustment characteristics of tensioning cable tension without external driving force.

Key words: waterway engineering; floating facility; positioning characteristics; adaptive adjustment; flow velocity; water level

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