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隧道建设(中英文) ›› 2011, Vol. 31 ›› Issue (2): 175-180.

• 研究与探索 • 上一篇    下一篇

营盘路湘江隧道江底大跨段施工风险控制与安全性分析

姜永涛   

  1. 中铁隧道集团二处有限公司, 河北 三河 065201
  • 收稿日期:2011-01-19 修回日期:2011-03-10 出版日期:2011-04-20 发布日期:2011-05-11
  • 作者简介:姜永涛(1978—),男,河南扶沟人,2000年毕业于西南交通大学土木工程专业,本科,工程师,现主要从事隧道与地下工程的技术与管理工作。

Construction Risk Control of and Safety Analysis on Underwater Largespan 

JIANG Yong-Chao   

  1. The 2nd Engineering Co., Ltd. of China Railway Tunnel Group, Sanhe 065201, Hebei, China
  • Received:2011-01-19 Revised:2011-03-10 Online:2011-04-20 Published:2011-05-11

摘要:

为确保复杂条件浅埋大跨水下隧道施工安全,正确评估江底大跨段地层加固措施、施工工法及支护参数的可靠性,以长沙市营盘路湘江隧道西岸北线大跨段工况为实例,通过工程类比提出设计施工方案,实施前进行三维数值分析评估及现场验证。得出以下结论:提出的辅助措施、支护参数和施工工法能保证隧道的开挖安全;影响隧道施工安全的关键部位是左右导洞小间距段的中间岩柱以及与大跨段的连接局部范围,应着重加强支护。

关键词: 湘江隧道, 水下隧道, 浅埋大跨, 施工控制, 安全评价

Abstract:

The largespan section on the west shore of the north tube of Xiangjiang River Crossing Tunnel on Yingpan Road in Changsha City is a shallowburied, largespan underwater tunnel section under complex conditions. The construction design is determined by means of engineering analogy. 3D numerical assessment and test in the field are carried out before construction so as to assess the safety of the ground reinforcing technology, the construction methods and the lining parameters of the underwater lagerspan section. Conclusions drawn are as follows: the excavation safety can be guaranteed for the sake of the assistant measures, the lining parameters and the construction methods adopted; the pillar of the smallspaced section between the left drift and the right drift and the connection positions of the largespan section are critical parts that have impact on the tunneling safety and should be strengthened.

Key words: Xiangjiang River Crossing Tunnel, shallow overburden, large span, construction control, safety assessment