长江中游杨林岩水道护滩软体排结构改进措施
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Structural improvement measures for beach protection belts of Yanglinyan waterway in the middle reach of the Yangtze River
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    摘要:

    对目前在长江中下游航道整治护滩工程中广泛采用的系结混凝土块软体排护滩带的运行情况进行调查分析,结合杨林岩水道航道整治工程对顺直分汊河段江心洲的守护,对护滩软体排结构进行改进,提出了分区加固的设计原则,采用X型排、单元排、钢丝石笼护垫的不同组合结构,有效解决了滩面抗冲性要求不一致的结构选型问题。工程实践表明,该结构适应水流冲刷特点,结合透水框架的使用,整治建筑物稳定性大幅提高。

    Abstract:

    This paper presents the on-site investigation and analysis of a new kind of flexible mattress with concrete blocks ballast which is widely used in the Yangtze River.Yanglinyan waterway is a straight braided stream,which needs to be regulated after running of the Three Gorges.The structural improvement measures of beach protection belts used on the Nanyangzhou are studied.The problem of different requirements for different impact areas are solved by a combination of X type belts,unit belts,and steel gabion pad.The engineering practice shows that the new structure adapts to water erosion features.Combining with the use of permeable framework,the stability of the regulation building has a substantial increase.

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樊书刚,朱代臣,何艳军.长江中游杨林岩水道护滩软体排结构改进措施[J].水运工程,2015(10):101-107.

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  • 在线发布日期: 2015-10-16
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