摘要
北京市南水北调配套工程河西支线工程施工第三标段进出水管线基础为杂填土地层,填土地层力学性质不稳定,采取袖阀管注浆加固法进行基础加固,效果明显,很好地改善了地层性质,地基承载力明显提高。文章根据工程实际情况,对袖阀管注浆工艺进行了简要介绍,供工程技术人员参考。
The inlet and outlet water pipeline foundation in the third bidding section during construction of Hexi Branch Project of Beijing South-to-North Water Diversion Supporting Project belongs to miscellaneous fill stratum,which has unstable mechanical properties.The sleeve valve pipe grouting reinforcement method is adopted to reinforce the foundation,which has obvious effect.The stratum property and the bearing capacity of the foundation are prominently improved.The grouting technology of the sleeve valve pipe is briefly introduced in the paper for the reference of engineers and technicians according to the actual situation of the project.
作者
罗跃文
高春羽
高春雷
LUO Yuewen;GAO Chunyu;GAO Chunlei(Beijing Tongchengda Water Construction Co.,Ltd.,Beijing 100020,China)
出处
《中国水能及电气化》
2022年第6期26-30,共5页
China Water Power & Electrification
关键词
杂填土地层
基础加固
袖阀管注浆
miscellaneous fill stratum
foundation reinforcement
sleeve valve pipe grouting