期刊文献+

高抗渗注浆材料研究

Study on High Anti-permeability Grouting Material
下载PDF
导出
摘要 为提高围岩的抗渗性能,采用普通水泥浆液掺加无碱外加剂制备高抗渗注浆材料。试验结果表明,在水灰比0.65~1.0范围内,调整浆液配合比,浆液流动度可达到230 mm^270 mm,初凝时间小于2 h,具有良好的施工性能;注浆材料结石体早期强度发展快,后期强度高且无倒缩现象。注浆材料具有微膨胀特性,内部孔径细化,具有良好的抗渗性能,抗渗等级大于P8,满足工程抗渗需求。 Cement-based grouting material is used to reinforce surrounding rocks of the subsea tunnel from Xiamen to Xiang'an. In order to improve the anti-permeability of the grouting material, alkali-free admixtures were mixed into the cement grouting material and the performance of materials was studied. Water cement ratio (w/c), the mixing amount of setting accelerator and water reducing agent were adjusted in the experiments, and the results showed that the initial setting time of the grout is less than 2 h while the grout flow ability ranges from 230 mm to 270 mm which indicating good workability. The grouting materials are characteristic of high early strength, stable long-term strength and micro dilatancy performance. The permeability grades of grouting materials ( with the w/c of 0.65, 0. 8 and 1.0, respectively) are higher than PS, which superiors to the contrast sample with no admixture. The improvement of anti-permeability is due to the thinning of pore size of grout stone.
作者 马召林 阳勇福 焦雷 王玉江 林海燕 MA Zhaolin YANG Yongfu JIAO Lei WANG Yujiang LIN Haiyan(Research Institute of Railway Tunnel Group, Luoyang 471009, China Luoyang Institute of Science and Technology, Luoyang 471023, China Henan Key Laboratory of Special Protective Materials, Luoyang 471023, China)
出处 《洛阳理工学院学报(自然科学版)》 2017年第3期12-15,共4页 Journal of Luoyang Institute of Science and Technology:Natural Science Edition
关键词 注浆材料 抗渗性能 流动度 凝结时间 抗压强度 grouting material anti-permeability flow ability setting time compress strength
  • 相关文献

参考文献6

二级参考文献30

  • 1孙国庆,张民庆.圆梁山隧道注浆材料及其配比选择[J].隧道建设,2005,25(B06):82-85. 被引量:12
  • 2李学华,杨宏敏,刘汉喜,王福清.动压软岩巷道锚注加固机理与应用研究[J].采矿与安全工程学报,2006,23(2):159-163. 被引量:101
  • 3卞春丽,梁晓平.高性能混凝土技术特点及应用[J].山西建筑,2007,33(2):182-183. 被引量:30
  • 4王红喜,张高展,丁庆军,胡曙光,谭顺辉,李勇军.碱激发-工业废渣双液注浆材料性能研究[J].建筑材料学报,2007,10(3):374-378. 被引量:52
  • 5Davidovits J.. Geopolymeric concretes for environmental protection [J]. Concrete International: Design and Construction, 1990, 12(7) : 30-39.
  • 6Davidovits J.. Recent progresses in concretes for nuclear waste and uranium waste containment [ J]. Concrete International, 1994, 16 (12) : 53-58.
  • 7Foden Andrew J., Balaguru P., Lyon Richard E., et al. Flexural fatigue properties of an inorganic matrix-carbon fiber composite[ A]// International SAMPE symposium and exhibition (proceedings), evolving technologies for the competitive edge [ C ]. 1997, 42 (2) : 1345-1354.
  • 8Davidovits J.. Ancient and modem concretes: what is the real difference [ J ]. Concrete International: Design and Construction, 1987, 9(12): 23-29.
  • 9Davidovits J., Goopelymer. Uhra-high temperature tooling material for the manufacture of advanced composites [ A ]//International SAMPE symposium and exhibition, how concept becomes reality[ C]. 1991. 36(2) : 1939-1949.
  • 10刘嘉材.化学灌浆[M].北京:中国水利水电出版社,1987:15-48.

共引文献51

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部