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宽边滩大落差浮码头设计
引用本文:厉泽逸,尹政兴,徐卫军.宽边滩大落差浮码头设计[J].人民长江,2011,42(20):45-47.
作者姓名:厉泽逸  尹政兴  徐卫军
作者单位:长江勘测规划设计研究有限责任公司,湖北武汉,430010
摘    要:在河床边滩较宽、水位落差大的情况下,常规的固定式浮码头其前沿线伸缩较小,高水位时影响通航安全,其使用和推广受到了一定制约。拆装式浮码头作为一种新颖的浮码头型式,可依据水位的变化,通过增加或减少活动钢引桥的数量,调节码头前沿位置,可有效地解决码头布置与通航要求之间的矛盾。结合工程实例,系统地介绍了拆装式浮码头设计方案及使用效果,对今后类似工程的设计具有一定的指导意义。

关 键 词:拆装式  浮码头  宽边滩  水位落差大  工程实例  

Design of floating dock under condition of wide beach and large water level drop
LI Zeyi,YIN Zhengxing,XU Weijun.Design of floating dock under condition of wide beach and large water level drop[J].Yangtze River,2011,42(20):45-47.
Authors:LI Zeyi  YIN Zhengxing  XU Weijun
Affiliation:LI Zeyi,YIN Zhengxing,XU Weijun(Changjiang Institute of Survey,Planning,Design and Research,Wuhan 430010,China)
Abstract:For the condition of wider river beach and larger water level drop,the regular fixed floating dock will influence navigation safety in the case of high water level for its smaller frontal extending space,which limits the application of regular fixed floating dock.The assembly-type floating dock is a new one and its application can regulate the frontal location of dock through increasing or decreasing the movable steel bridge approach according to water level variation and effectively solve the contradiction...
Keywords:assembly-type  floating dock  wide beach  large water level drop  practical case  
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