欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2021, Vol. 50 ›› Issue (01): 71-93.

• “十三五”矿业专题 • 上一篇    下一篇

膨胀型浆体的膨胀材料若干问题研究进展

叶义成,陈常钊,姚囝,王其虎,崔旭阳,黄兆云   

  1. 1. 武汉科技大学资源与环境工程学院,湖北武汉430081;2. 湖北省工业安全工程技术研究中心,湖北武汉430081;3. 湖北景深安全技术有限公司,湖北宜昌443000)
  • 出版日期:2021-01-15 发布日期:2021-01-18
  • 基金资助:
    国家自然科学基金项目(编号:51804224);湖北省重点研发计划项目(编号:2020BCA082);中央引导地方科技发展专项(编号:2019ZYYD060);武汉科技大学研究生创新创业基金项目(编号:JCX201858)

Research Progress on Several Problems of Expansive Materials for Expansive Slurry

YE Yicheng,CHEN Changzhao,YAO Nan, WANG Qihu,CUI Xuyang,HUANG Zhaoyun   

  1. 1. College of Resources and Environmental Engineering,Wuhan University of Science and Technology,Wuhan 430081,China;2. Industrial Safety Engineering Technology Research Center of Hubei Province,Wuhan 430081,China;3. Hubei Jingshen Safety Technology Co.,Ltd.,Yichang 443000,China
  • Online:2021-01-15 Published:2021-01-18

摘要: 弱层理面急倾斜岩层内巷道顶板层状岩体易产生“顺层滑移”破坏,利用膨胀型浆体对弱层理面进行 注浆,产生“先挤后黏”的注浆加固效果,提高顶板围岩的强度和完整性,能较好地解决这一问题。针对膨胀注浆加 固支护技术,提出了膨胀型浆体概念,分析了膨胀型浆体的膨胀作用机理。如何选择膨胀材料是配制膨胀型浆体 的关键问题。通过对各类膨胀型材料的发展历程和国内外研究现状进行总结,论述了各类膨胀型材料的膨胀机 理。从膨胀发育时间、体积膨胀率、力学强度、膨胀应力4 个方面分析了膨胀型材料的特性,选定HSCA-Ⅱ型静态 破碎剂为膨胀源进行了膨胀型浆体配比试验、体积膨胀率试验、力学强度试验,分析了静态破碎剂-膨胀型浆体的 膨胀发育时间、体积膨胀率和力学强度特征。研究表明:随着静态破碎剂掺量增大,静态破碎剂-水泥新型膨胀型 浆体的抗压强度减小,膨胀发育时间延长、体积膨胀率增大;静态破碎剂-水泥新型膨胀型浆体的膨胀发育时间合 理、体积膨胀率较大、自身强度较高、膨胀应力能在支护岩体中提供挤压力,具有良好的工程应用意义。为实现良 好的工程应用效果,后期还需要在膨胀材料优选及研发、膨胀型浆体膨胀机理、膨胀型浆体-岩体力学行为、膨胀型 浆体膨胀—固化—流动耦合作用机制、膨胀型浆体协同支护理论与技术等方向开展大量的理论及试验研究。

关键词: 膨胀型浆体, 膨胀机理, 膨胀材料, 静态破碎剂

Abstract: The steeply inclined layered rock masses of the roadway roof is prone to "slip along the bedding" break along the weak bedding surfaces. The expansive slurry is used to slurry the weak bedding surfaces to produce the "first squeezing and then bonding" reinforcement effect,which could improve the strength and integrity of the roof surrounding rock. Aiming at the expansion grouting reinforcement and support technology,the concept of expansive slurry was proposed, and the expansion mechanism of expansive slurry was analyzed. The selection of expansive materials for the expansive slurry is the key issue.By summarizing the development history of various expansive materials and the research status at home and abroad,the expansion mechanism of them were discussed. The properties of expansive materials were analyzed from four aspects such as expansion development time,volume expansion rate,mechanical strength,and expansion stress. On the basis of these,HSCA- Ⅱ static cracking agent was selected as the expansion source. The expansion development time,volume expansion rate and mechanical strength characteristics of the static cracking agent-cement expansive slurry were analyzed through the tests including the expansive slurry ratio test and volume expansion rate test,mechanical strength test. Research results show that with the increase of the content of static cracking agent,the compressive strength of the static cracking agent-cement expansive slurry decreases,the expansion development time is prolonged,and the volume expansion rate increases. The static cracking agent-cement expansive slurry has reasonable expansion development time,large volume expansion rate,high self-strength,and the expansion stress can provide squeezing force in supporting rock mass,which may have good engineering application significance. In order to achieve good engineering application effect,a large number of theoretical and experimental studies need to be carried out in the following directions in the later stage:optimization and development of expansive materials,expansion mechanism of expansive slurry,mechanical behavior of expansive slurry rock mass,mechanism of expansion solidification flow coupling of expansive slurry,theoretical and technical research of expansive slurry support,etc.

Key words: expansive slurry, expansion mechanism, expansive materials, static cracking agent