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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (增刊1): 9-12.DOI: B

• 施工技术 • 上一篇    下一篇

富水高水压地层大型施工技术

戴润军   

  1. 中铁隧道集团二处有限公司掘进一工程公司| 北京 燕郊101601
  • 收稿日期:2006-03-08 修回日期:2006-04-06 出版日期:2006-05-25 发布日期:2009-12-31
  • 作者简介:戴润军(1975-)|1999年7月毕业于西南交通大学土木工程系|助理工程师|现从事隧道与地下工程的施工与管理工作。

Construction Technology of Largescale Shaft Sunk
by means of Open Caisson Method

 DAI Run-Jun   

  1. The 1st TBM Construction Branch of the 2nd Engineering Co.| Ltd. of China Railway
    Tunnel Group, Yanjiao 101601, Beijing, China
  • Received:2006-03-08 Revised:2006-04-06 Online:2006-05-25 Published:2009-12-31

摘要:

深圳前湾过海管廊工程始发竖井采用沉井法施工,要穿越富水高水压地层、淤泥地层、粉质粘土、中密粗砾砂、残积土等不同地层。沉井直径为18m,深28.54m,属大型沉井。详细介绍了沉井的施工技术。

Abstract:

The launch shaft of Qianwan subsea shielddriven tunnel in Shenzhen is sunk by means of open caisson method. The sinking of the shaft penetrates through grounds with huge volume of high pressure water, as well as muddy layers, silty clay layers, layers consisting of mediumcompact coarse gravels, residual soils and so on. With 18m diameter and 28.54m depth, the shaft is one of the largescale shafts sunk by means of open caisson method. The article presents the sinking construction technology of the shaft in detail.

Key words: waterrich ground  , largescale open cassion shaft construction technology

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