Abstract

Steel ring reinforcement technology is an effective method to eliminate the damage of tunnel structure caused by ground load, surrounding foundation pit and underground water source. The grouting material used to fill the gap between the tunnel segment and the steel ring should have the characteristics of low viscosity, high strength, rapid curing at room temperature and anti-subway vibration. In this work, a special polyurethane modified epoxy resin grouting was fabricated to overcome the inherent brittleness of epoxy resin, and was combined with the reactive diluent and the amine curing agent to suit the above applications. The results showed that both tensile and impact strength of epoxy resin grouting modified by polyurethane were improved obviously compared with those without modification, presenting an obvious toughening effect. Although the viscosity increased slightly, it can still meet the perfusion requirements of steel ring reinforcement of subway tunnels.

Details

Title
Low Viscosity Polyurethane Modified Epoxy Resin Grouting for Steel Ring Reinforcement of Subway Tunnel
Author
Huang, Liang 1 ; Xiao, Ming 1 ; Li, Weilong 1 ; Bi, Shuguang 1 ; Tang, Jiagong 2 ; Luo, Xianmeng 1 ; Ran, Jianhua 1 

 Hubei Key Laboratory of Biomass Fibers and Eco-Dyeing & Finishing, State Key Laboratory of New Textile Materials and Advanced Processing Technologies, College of Chemistry and Chemical Engineering, Wuhan Textile University , Wuhan 430200 , China 
 Wuhan Rongshengjimei Technology Co., Ltd. , Wuhan 430050 , China 
First page
012043
Publication year
2022
Publication date
Aug 2022
Publisher
IOP Publishing
ISSN
17426588
e-ISSN
17426596
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2707985841
Copyright
Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.