ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2023, Vol. 43 ›› Issue (10): 1769-1778.DOI: 10.3973/j.issn.2096-4498.2023.10.013

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Study on Construction of Underwater PushType Final Joint of Immersed Tunnel in ShenzhenZhongshan Link

DENG Bin1, HUANG Qingfei1, *, JIN Wenliang2, LIU Minghu1, XIA Fengyong2, JI Hai1   

  1. (1. CCCC Highway Consultants Co., Ltd., Beijing 100088, China; 2. Shenzhong Link Management Center, Zhongshan 528400, Guangdong, China)
  • Online:2023-10-20 Published:2023-11-08

Abstract:

The fullyprefabricated underwater pushtype final joint construction technology was employed in the ShenzhenZhongshan link immersed tunnel for the first time to cope with the complex construction conditions in the open sea. It was to ensure the constructions safety, improve reliability, and reduce the project cost. The final joint comprises three parts: expansion, pushout, and postwelding sections. The pushout section is hidden in the expansion section, and the postwelding section is welded in the tunnel after pushout. According to the process characteristics and the structural force law, the hydraulic + jack pushout system is used to control the pushout section. In addition, the correction jack system controls the posture of the pushout section. The friction at the bottom of the pushout section is reduced by using a highprecision selflubricating slide system. The temporary water stop system is applied by the inflatable water stop belt + M water stop belt. The anchoring system conducts the temporary locking after the pipe joint is buttoned. Finally, new structures, such as a bidirectional force end sealing door, temporary ballast water tank, and horizontal steel shear key, are proposed to form a complete innovative construction structure of the underwater pushtype final joint, forming the final construction process.

Key words: ShenzhenZhongshan link, immersed tunnel, final joint, construction process