公路山岭隧道衬砌结构补漏技术研究进展  

Research Progress on Leak-Stopping Technology of Highway Tunnel Lining Structures

作　　者：曹晖 王琦 杨建国[3,4] 罗代松[3] 

机构地区：[1]甘肃路桥建设集团有限公司,兰州730030 [2]甘肃长达路业有限责任公司,兰州730000 [3]交通运输部科学研究院,北京100029 [4]中国科学院寒区旱区环境与工程研究所冻土国家重点实验室,兰州730000

出　　处：《现代隧道技术》2012年第3期18-24,共7页Modern Tunnelling Technology

基　　金：西部交通建设科技项目(200131800071);甘肃省交通厅科技项目(2005004)

摘　　要：为全面了解公路山岭隧道衬砌结构补漏技术的最新研究进展,文章通过对既有公路山岭隧道的调查和统计,结合大量的文献资料,从防排水设计、材料和施工等方面分析了渗漏现象的本质,明确了隧道抗渗防漏的薄弱部位和保证补漏效果的关键环节;从衬砌混凝土、施工缝、变形缝和活裂缝等方面,介绍了当前国内外补漏技术的最新研究成果(包括补漏涂材、构造补漏和施工工艺等);并探讨了当前隧道补漏技术存在的问题和发展的新趋势。In order to fully understand the advances in the leak-stopping technology for highway mountain tunnels, this paper analyzes the seepage mechanism of tunnels regarding design, materials, and construction based on extensive literature, investigation, and statistics of existing highway mountain tunnels opened to traffic in the last 5 years. The weaknesses of anti-seepage and impermeability and the key steps of leaking stoppage are also discussed. The latest research findings on leak-stopping technology, including coating materials, constructional measures, and construction technology both at home and abroad, are introduced in terms of lining concrete, construction joints, deformation joints, and live cracks. Additionally, the problems and trends of current leak-stopping technology are discussed.

关 键 词：公路山岭隧道 渗漏机理 衬砌补漏 变形缝补漏 电脉冲防渗技术 

分 类 号：U455.91[建筑科学—桥梁与隧道工程] U457.2[交通运输工程—道路与铁道工程]