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某高速铁路隧道无砟轨道上拱处治技术

李铁钟

铁道标准设计2018,Vol.62Issue(5):125-128,4.
铁道标准设计2018,Vol.62Issue(5):125-128,4.DOI:10.13238/j.issn.1004-2954.201706210003

某高速铁路隧道无砟轨道上拱处治技术

Treatment Technology for Ballastless Track Uplift of a High Speed Railway Tunnel

李铁钟1

作者信息

  • 1. 中国铁路设计集团有限公司,天津 300251
  • 折叠

摘要

Abstract

Ballastless track is usually laid inside the high-speed railway tunnel. Because of the great influence of water pressure on the foundation of the tunnel, the track tends to uplift, characterized by outburst occurrence,serious consequence and difficult remediation. In order to better solve the impact of track uplift,this paper analyzes the causes of the problems by the combined means of field investigation, drilling inspection and numerical simulation. The main cause is the action of water pressure. According to the results of field research, a comprehensive rectification scheme is proposed, involving the anchor bolt grouting anchorage in the tunnel bottom+reinforcement of steel bars in drill holes of track slabs. And preventive techniques are put forward to provide reference for engineering disaster treatment in similar projects.

关键词

铁路隧道/高速铁路/水害/无砟轨道/防治技术

Key words

Railway tunnel/High-speed railway/Water hazard/Ballastless track/Prevention and control techniques

分类

交通工程

引用本文复制引用

李铁钟..某高速铁路隧道无砟轨道上拱处治技术[J].铁道标准设计,2018,62(5):125-128,4.

铁道标准设计

OA北大核心

1004-2954

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