大型桥梁非通航孔防船撞拦阻设施水动力仿真研究
[Abstract]:With the rapid development of the economic construction, China has become the main battlefield of the world's cross-sea-crossing project, and the large-scale bridges across the sea and the river have been built in succession. Only in Zhejiang Province, there are Hangzhou Bay Cross-sea Bridge, Zhoushan Cross-sea Bridge, Xiangshan Port Cross-sea Bridge, Jiashao River Bridge, and so on. In addition, the main works of the world-renowned Hong Kong-Zhuhai-Macao Bridge in Guangdong Province have been basically completed. The large bridges across the river, across the bay, have access to land traffic, but for navigable ships, the bridge is an obstacle. The collision between the bridge and the bridge often happens, and the serious ship bridge collision accident not only causes the ship to be destroyed, the bridge collapses, but also can cause environmental disaster, economic loss and social influence due to the damage of the ship body. How to avoid or mitigate the catastrophic consequences of a collision between a ship and a bridge is an international subject that is of great significance, and is attracting more and more attention from the academic, engineering and bridge management departments of all countries. Therefore, in order to avoid and reduce the serious safety accident of the bridge, it is of great significance to carry out the research of the bridge anti-ship collision technology. The invention relates to a self-adaptive ship arresting net technology for a non-navigable-hole bridge pier anti-ship collision and development, which is mainly composed of a mooring large floating body, a mooring anchor chain and a fixed anchor, an adaptive small buoy, a blocking net, a constant resistance cable and a trigger steel cable. The design principle of the anti-collision device is described, that is, the yaw ship impacts the anti-collision device, And the safety of the non-navigable-hole piers is protected. This paper briefly introduces the large-scale test of the anti-collision device of a real-ship impact self-adaptive blocking net which is implemented by the research group in the sea area near the non-navigation hole of the Fujian Pingtan Channel Bridge. The results show that the self-adaptive blocking net is lifted successfully and the ship is safely blocked. So that the feasibility and the reliability of the design principle and the design scheme are proved. This paper applies the theory of potential flow and the radiation/ diffraction theory of the wave, and based on the water-power analysis program AQWA, the self-adaptive anti-ship collision arresting device is simulated by numerical simulation in the time domain. In the modeling process, a small floating block is arranged at the trigger rope to act as a contact point between the ship and the intercepting rope, and the small floating block is used for replacing the contact between the rope and the ship, and the problem that the ship and the rope are difficult to set contact is solved. And using the Cable Winch and the Cable Failure function in the AQWA to set different initial speeds for the ship, thereby establishing a simple, fast and complete water power computing technology flow aiming at the self-adapting ship arresting device. The result of the numerical calculation is compared with the real-ship impact test. The results show that the consistency of the two-way curve is very good, the result of the self-adaptive small-buoy lifting angle is close to the experimental results, and the numerical simulation has good accuracy and reliability. And can provide an important reference for the structural design and the optimization of the anti-collision device. On the basis of the numerical simulation, the influence of the arresting device under the condition of no ship collision, different working conditions and different mooring forms on the wave resistance of the arresting facility is analyzed, and it is found that the interception system under the condition of the medium wave is strong in the wave sensitivity, but the movement is relatively mild, In that case of a great wave, the movement is more severe. the key influencing parameters of the arresting device such as the mooring form of the floating body, the number of the triggering cables, the spacing of the self-adapting pontoons, the length of the mooring chain, the impact angle of the ship and the like are analyzed, It was found that the mooring pattern of the floating body and the length of the mooring chain had a significant effect on the arresting performance of the arresting facility.
【学位授予单位】:宁波大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U443.26
【参考文献】
相关期刊论文 前10条
1 王贝壳;陈涛;杨黎明;刘军;董新龙;周风华;王永刚;;非通航孔桥墩自适应拦截网防撞装置实船拦截试验与水动力计算[J];海洋工程;2017年01期
2 李佳坤;周福川;陈远川;;船桥防撞装置研究现状及展望[J];科技风;2015年20期
3 李应根;王银辉;邹毅松;;非通航孔桥防船撞研究现状综述[J];华东公路;2015年04期
4 沈自力;;桥梁防船撞措施研究进展综述[J];交通科技;2015年03期
5 丁勤卫;李春;周国龙;叶舟;;基于AQWA的漂浮式风力机驳船式平台的动态响应[J];水资源与水工程学报;2015年02期
6 吴澜;吴宝山;匡晓峰;范亚丽;张凤伟;;基于AQWA的半潜式平台水动力特性研究[J];中国海洋平台;2014年05期
7 向鹏宇;;基于模拟仿真的蛇蟠水道大桥非通航孔防撞风险分析[J];中国水运(下半月);2014年09期
8 陈明栋;向yN;;非通航孔桥墩“拦-防”组合防撞方案应用研究[J];水利水运工程学报;2014年04期
9 曲泉铀;何宏舟;李晖;;一种浮摆式波能发电装置摆板运动响应的数值模拟[J];海洋工程;2013年05期
10 缪馥星;杨黎明;董新龙;;多锚链系泊浮体的稳定性评估[J];中国海洋平台;2012年04期
相关会议论文 前1条
1 王礼立;张忠伟;黄德进;姚小虎;陈国虞;;船撞桥的钢丝绳圈柔性防撞装置的冲击动力学分析[A];祝贺郑哲敏先生八十华诞应用力学报告会——应用力学进展论文集[C];2004年
相关硕士学位论文 前5条
1 石丽娜;基于AQWA的大型浮体拖航性能研究[D];大连理工大学;2011年
2 王宁;船桥碰撞理论及有限元数值仿真研究[D];重庆交通大学;2009年
3 尹锡军;船桥碰撞及桥墩防撞设施研究[D];大连海事大学;2009年
4 侯秀丽;桥梁工程重大坍塌事故调查与分析[D];中南大学;2006年
5 姜河蓉;船和桥墩防撞装置碰撞仿真模拟研究[D];武汉理工大学;2004年
,本文编号:2496268
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2496268.html