不同冻土区隧道防寒泄水洞的作用和结构型式研究

Roles and Structures of Cold-Proof Drainage Tunnels for Different Permafrost Tunnels

  • 摘要: 高寒地区的公路隧道普遍面临着冻害威胁, 极易产生衬砌开裂、 边墙挂冰、 路面结冰等病害现象, 严重影响隧道正常使用和隧道结构安全。防寒泄水洞作为严寒地区较常用的排水设施, 已普遍被隧道工程所采用, 但在不同隧道中其排水效果相差较大, 这是由于对防寒泄水洞作用机理研究甚少, 出现防寒泄水洞错误采用所导致的。文章通过分析防寒泄水洞在不同冻土区隧道中的作用, 明确了防寒泄水洞在不同冻土区隧道的适用性及其设计要求, 并根据稳定冻结的局部多年冻土隧道中防寒泄水洞只是单纯过水作用, 提出了新型的防寒泄水洞断面型式、 布置设计, 降低了排水系统建设成本, 减少了防寒泄水洞施工对主洞结构安全和施工进度的影响, 保护了多年冻土的原始状态, 有利于隧道结构的长期稳定。

     

    Abstract: Most tunnels built in cold regions suffer from frost damages such as lining cracking, icing up on the side-wall and icy pavement, which seriously affect normal tunnel operation and threaten the safety of the tunnels.As a common water drainage method in cold areas, cold-proof drainage tunnels are widely used in tunnelling, but drainage effects are quite different for different tunnels due to minimal research of the mechanisms of cold-proof drainage tunnels and improper implementation of the cold-proofdrainage tunnels. By analyzing the roles of coldproof drainage tunnels in different permafrost situations, this paper presents the applicability of and design requirements for cold-proof drainage tunnels. Considering these drainage tunnels just function as water channels in stable frozen and local permafrost tunnels, a new section type and layout design for cold-proof drainage tunnels are proposed that reduce the construction cost of drainage systems and decrease the impact of cold-proof drainage tunnel construction on the safety and construction schedule of the main tunnel, protect the original state of the permafrost,and are favorable for the long-term stability of the tunnel structure.

     

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