土工基础 ›› 2020, Vol. 34 ›› Issue (2): 117-120.

• 工程实录 • 上一篇    下一篇

浅析隧道衬砌背后空洞处治

雷 栋   

  1. (中国公路工程咨询集团有限公司,北京 100080)
  • 收稿日期:2019-09-24 修回日期:2019-10-09 出版日期:2020-05-20 发布日期:2020-05-20
  • 作者简介:雷 栋(1985-),男,工程师,研究方向为地下工程的设计和研究。

Mitigation of Voids Behind a Tunnel Liner

LEI Dong   

  • Received:2019-09-24 Revised:2019-10-09 Online:2020-05-20 Published:2020-05-20

摘要: 随着我国公路建设的快速发展,公路隧道病害问题也日益突出,其中隧道衬砌背后的空洞是比较常见、比较严重的病害之一。隧道衬砌背后空洞不仅会降低衬砌结构的承载能力,而且与地下水的交互作用会加大衬砌结构的破坏,影响隧道的正常使用。传统空洞处治一般采用水泥砂浆回填,但是水泥砂浆流动性差,骨料在流动中易于沉积分离,往往难于回填密实。泡沫混凝土作为一种新型材料具备流动性强、容重小等优势,在空洞回填上已有成功的应用案例。项目属于既有隧道病害整治,经检测衬砌背后空洞基本贯通,提出了采用泡沫混凝土回填处治方案,施工后效果较好。

关键词: 公路隧道, 衬砌背后空洞, 泡沫混凝土

Abstract: In the highway projects, more and more construction related defects and hazards are frequently encountered. One of these serious defects and hazards is the voids behind the tunnel liners. These voids would reduce the capacity of the liner and further, the presence of the groundwater in the void would induce the damage to the liner and therefore impede the safe operation of the tunnel. The conventional void mitigation method is filling the voids with cement mortar. However, the workability of the cement mortar is poor and the segregation of the coarse aggregates from the mortar is frequently encountered. Completely fill the voids is often difficult. The foam concrete, which is a relative new material with an excellent flowability and small unit weight, has been successfully applied in filling the voids behind the tunnel liners. This method belongs to the rehabilitation of the hazards on the existing tunnel and the results are satisfactory.

Key words: highway tunnel, voids behind tunnel liner, foam concrete

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