港珠澳大桥西人工岛二次止水墙优化设计
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Optimal design of secondary seep-proof screen at west artificial island of HZMB
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    摘要:

    当港珠澳大桥西人工岛岛上现浇暗埋段管节与海底沉管段预制管节对接施工时必须拆除部分止水钢圆筒围堰,此时西人工岛内仍要求具备干施工条件,因此需在岛隧结合部设置二次止水结构。采用三维CAD设计对二次止水墙施工全过程进行空间模拟,研究各止水位置的薄弱环节,优化止水结构设计方案,保证止水面的连续过渡,提高止水可靠性;并运用LUSAS软件对二次止水墙结构进行三维应力分析,得到的内力与变位与现场实测值较吻合。

    Abstract:

    When the cast-in-situ cut & cover tube section at the west island of HZMB is joined with the prefabricated immersed tube in the sea floor,part of steel cylinder around the joint place must be dismantled.However,the west island is required to be satisfactory for the dry construction.Therefore secondary seep-proof screen shall be set inward the island.3-D CAD is used for the spatial simulation of the whole construction process of secondary seep-proof screen,by which we can probe into the weak points and optimize the design of the seep-proof screen.In this way,the seep-proof surface is ensured to be continuous,and the reliability of seep-proof screen is improved.A 3-D finite element software LUSAS is also used to analyze the stress and displacement of the secondary seep-proof screen.The data gained from the software match well with the measured values on site.

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陈海锋,梁桁,王婷婷.港珠澳大桥西人工岛二次止水墙优化设计[J].水运工程,2016(11):184-187.

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  • 在线发布日期: 2016-11-17
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