摘要
为了解决隧道二次衬砌拱顶脱空等问题,基于铁路隧道二次衬砌充填砂浆基本性能要求,在OPC∶SAC=0.65∶0.35,胶砂比=0.55∶0.45,水料比为0.18,粉煤灰掺量为10%的基础上,通过流动度、泌水率、强度、膨胀性和干缩性等方面,开展功能外加剂对充填砂浆性能影响的研究。结果表明:酒石酸掺量为0.3%,碳酸锂掺量为0.2%,塑性膨胀剂掺量为0.06%,消泡剂掺量为0.15%,保水增稠剂掺量为0.12%,可制备出工作自密实、不泌水、不离析、早期强度高、后期强度高、微膨胀的充填砂浆;充填砂浆与衬砌混凝土结合性试验、施工现场雷达无损检测和拱顶钻芯结果表明,充填砂浆与隧道二次衬砌混凝土结合性好,可减少隧道二次衬砌背后脱空情况,避免了衬砌充填材料与二次衬砌混凝土"两张皮"现象。
As for the vault voids and other issues of tunnel secondary lining,based on the basic performance requirements for filling mortars of secondary lining of railway tunnels,and under mixture formula of OPC∶SAC=0.65∶0.35,cement∶sand=0.55∶0.45,water:aggregate=0.18 and 10%fly ash admixture,this paper studies the effect of functional admixtures on the performance of mortars in terms of the fluidity,bleeding rate,strength,expansibility and dry shrinkage,etc.The results show that:under the mixing dosages of 0.3%tartaric acid,0.2%lithium carbonate,0.06%plastic expander,0.15%defoamer and 0.12%water-retaining thickener,the filling mortar can be prepared with properties of self-compacting,no bleeding,no segregation,high early and long-term strength,and micro expansion;through the bonding test of filling mortar and lining concrete,field radar nondestructive testing and vault core drilling,the results show that there is a good bonding capability between the filling mortars and the tunnel secondary lining,which could mitigate voids behind tunnel secondary lining and avoid the separation between filling materials and secondary lining concrete.
作者
彭磊
何文敏
惠海涛
李炳良
高妮
PENG Lei;HE Wenmin;HUI Haitao;LI Bingliang;GAO Ni(Shaanxi Engineering Laboratory of High Performance Concrete,Weinan 714099;School of Surveying and Testing,Shaanxi Railway Institute,Weinan 714099;Shaanxi Zhuoxin Engineering Testing Co.,Ltd.of China Railway First Group Co.,Ltd.,Xi′an 710199)
出处
《现代隧道技术》
CSCD
北大核心
2021年第5期244-251,共8页
Modern Tunnelling Technology
基金
陕西省渭南市科技计划项目(2020ZDYF-JCYJ-232)
陕西铁路工程职业技术学院中青年科技创新人才(KJRC201806)
陕西铁路工程职业技术学院高性能混凝土科技创新团队(KJTD201802)。