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隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (增刊1): 36-42.DOI: B

• 施工技术 • 上一篇    下一篇

富水砂卵石地层盾构穿越铁路股道施工技术

章龙管, 杨书江   

  1. 中铁隧道股份有限公司|河南新乡453000
  • 收稿日期:2009-03-26 修回日期:2009-04-01 出版日期:2009-04-15 发布日期:2010-04-06
  • 作者简介:章龙管(1978—)|男|2000年毕业于西南交通大学地下工程专业|本科|工程师|现从事盾构工程施工与管理工作。

Construction Technology of Shield Machine Crossing
beneath Railway Tracks at Water-rich Sandy Gravel Stratum

ZHANG Long-Guan, YANG Shu-Jiang   

  1. China Railway Tunnel Stock Co., Ltd., Xinxiang Henan, 453000
  • Received:2009-03-26 Revised:2009-04-01 Online:2009-04-15 Published:2010-04-06

摘要:

介绍成都地铁1号线某盾构隧道穿越正在运营的火车南站铁路股道,采用有限元理论分析了盾构穿越铁路股道的风险因素,提出控制沉降的技术措施:采用扣轨加固为主,严格控制盾构机掘进参数、加强监测和信息化管理。严格按方案实施,确保盾构安全顺利通过。

关键词: 富水砂卵石地层, 盾构, 风险分析, 穿越铁路股道, 沉降控制, 施工技术

Abstract:

As for a shield tunnel crossing beneath the railway tracks at Chengdu South Railway Station on Chengdu Metro Line 1, the finite elements theory is adopted. This thesis analyzes the risk factors of shield machine crossing beneath the railway tracks and puts forward technology to control settlement: with the predominance of track reinforcement, the boring parameters of the shield machine should be strictly controlled and monitoring management and information management should be strengthened. The tunneling should be carried out in strict conformity with the plan to ensure the safe and successful boring of the shield machine.

Key words: water-rich sandy gravel stratum, shield machine, risk analysis, crossing beneath the railway tracks, settlement control, construction technology

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