长江口新浏河沙护滩堤的防护施工技术
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Construction technology of protection for Xinliuhe shoal protection project in Yangtze estuary
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    摘要:

    新浏河沙护滩及南沙头通道潜堤工程是长江口深水航道治理工程的重要组成部分。受不利河势变化影响,其整 治建筑物局部余排外侧冲刷持续发展,影响了结构的安全稳定。为确保治理效果而实施了本次防护工程。在总结长江口深 水航道治理工程经验的基础上,通过对现场水流条件分析及典型施工,在船机设备、软体排加工及施工工艺等方面进行了 一系列优化改进,首次在长江口水深30 m以上的深水区成功实施了砂袋抛填及软体排铺设,满足了设计要求。

    Abstract:

    The Xinliuhe shoal protection project and Nanshatou channel submerged dike are very important parts of Yangtze estuary deepwater channel regulation project. With the adverse effect of river regime’s changes, the river bed outside the flexible mattress edge of the locally regulating structure keeps scouring deeper and deeper, which affects the safety of the structure. This protection is implemented to ensure the regulation effect. Based on the experience of Yangtze estuary deepwater channel regulation project, through water current analysis and typical constructions, we carried out a series of optimization and improvement in ship equipment, flexible mattress machining and construction technique, and filled sand bags and laid flexible mattress successfully over 30 m under the water for the first time in the Yangtze estuary, which met the design requirements.

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唐晓峰.长江口新浏河沙护滩堤的防护施工技术[J].水运工程,2013(4):187-191.

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  • 在线发布日期: 2013-04-20
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