摘要
介绍了在工期很短的情况下,采用快固化低粘度化学灌浆材料和高压电动泵对飞鱼泽隧道1600延米的混凝土裂缝进行补强加固处理的灌浆施工工艺。
This article introduces grouting technique with rapidly cured low viscosity chemical grouting material and high pressure electrical pump used for 1 600 linear meter long concrete crack of Feiyuze tunnel when tightly scheduled.
出处
《中国建筑防水》
2007年第7期33-35,共3页
China Building Waterproofing
关键词
隧道裂缝
高压灌浆
补强加固
tunnel crack
high pressure grouting
reinforcement
