涌浪作用下浮吊安装钢塔安全性评估研究  

Study of Safety Evaluation for Steel Pylons Installation Using Floating Cranes Under Swell Action

作　　者：张甫杰[1] 陈儒发[2] 王中文[2] 谭昱[2] 金允龙[1] 

机构地区：[1]上海船舶运输科学研究所航运技术与安全国家重点实验室,上海200135 [2]广东省长大公路工程有限公司,广东广州226006

出　　处：《世界桥梁》2016年第5期38-42,共5页World Bridges

基　　金：广东省交通运输厅科技项目(科技2013-02-038)

摘　　要：港珠澳大桥江海直达船航道桥钢塔高达106m,重约3 100t,采用3200T"长大海升"与2200T"正力"浮吊船整体吊装。为研究涌浪作用下船舶的安全性,基于多浮体水动力干扰理论和系泊系统时域分析理论,采用水动力分析软件HydroSTAR和锚系泊Ariane8建立相应三维面元网格模型,选取最不利工况,对特定涌高在不同周期下船舶的横摇、纵摇及垂荡统计值,系泊线受力,以及钢塔2个吊钩处的相对运动幅值进行分析。结果表明:"长大海升"与"正力"的最大横摇单幅值分别为2.2°、3.0°,最大垂荡单幅值分别为0.59m、1.13m,纵摇角度很小,所有系泊线最大受力安全系数分别为2.54和1.80,钢塔上2个吊钩处的相对运动最大单幅值为2.3m;2艘船运动统计值均满足要求,系泊系统安全可靠,确定作业限制条件为涌高0.8m,周期14s,风速8m/s。The steel pylon of the River-to-Sea Ship Channel Bridge of the Hong Kong-ZhuhaiMacao Bridge,which rises 106 mand weighs about 3 100 t,was monolithically lifted and placed by the＂changdahaisheng＂and＂zhengli＂floating cranes with capacities of 3 200 tand 2 200 t,respectively,and manufactured by the Guangdong Provincial Changda Highway Engineering Company and the Zhengli Ocean Engineering Company.To study the safety of the floating cranes under the action of swell,the hydrodynamic analysis software HydroSTAR and mooring anchor Ariane 8were used to establish the related three-dimensional mesh models,based on the hydrodynamic interference theory for multi-body floating system and the time domain theory for mooring anchor system.Under the most unfavorable load cases,the rolling,pitching and heaving motions of the floating cranes,the load bearing capacity of the mooring anchor lines and the moving ranges at the locations of the two lifting hooks of the steel pylon influenced by different swell heights in different periods were analyzed.The results of the analysis indicate that the single ranges of the maximum transverse swings of the＂changdahaisheng＂and ＂zhengli＂floating cranes are 2.2°and 3.0°,respectively.The single ranges of the maximum heaving oscillation are 0.59 mand 1.13 m,respectively.And the angle of the longitudinal swing is minimal.The maximum load bearing safety coefficients of all the mooring lines are 2.54 and 1.80,respectively.The maximum single range of the relative movement measured at the locations of the two hooks of the steel pylon is 2.3m.The calculated values of the movement of the two cranes meet the requirements and the mooring system is safe and reliable.The operation limit conditions determined include the 0.8mhigh swell,14 speriod and wind speed of 8m/s.

关 键 词：港珠澳大桥 钢塔 船舶 吊装 涌浪 多浮体水动力干扰 系泊系统 定位能力 时域分析 相对运动 

分 类 号：U445.58[建筑科学—桥梁与隧道工程]