ISSN 2096-4498 CN 44-1745/U
隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (6): 616-618.DOI: A
• 研究与探索 • 上一篇 下一篇
皮景坤, 赵运臣
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作者简介:
PI Jing-Kun, Diao-Yun-Chen
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摘要:
根据国内外盾构隧道施工中管片上浮现象,建立施工过程中的管片受力模型,分析管片上浮的实质原因:包括盾构姿态、隧道纵向刚度、同步注浆浆液未凝固段的长度、地层性质等,并提出控制管片上浮的主要措施。以期能对盾构隧道控制施工精度起到借鉴作用。
Abstract:
A segment stressing model is established on basis of the segment uplifts occurring during the construction of shieldbored tunnels. The causes for the segment uplift are analyzed in terms of the shield attitude, the longitudinal rigidity of the tunnel, the length of the tunnel section where the simultaneous grouting mortar has not set and the property of the ground. Finally, countermeasures are proposed to control the segment uplift. The paper can provide reference for similar projects.
Key words:  , segment uplift  , longitudinal rigidity simultaneous grouting  , shield attitude
中图分类号:
U 455.43
皮景坤, 赵运臣. 盾构隧道管片上浮与对策综述[J]. 隧道建设, 2009, 29(6): 616-618.
PI Jing-Kun, Diao-Yun-Chen. Causes and Countermeasures for Segment Uplift of Shieldbored Tunnels[J]. Tunnel Construction, 2009, 29(6): 616-618.
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