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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (9): 3135-3142.

• 水泥混凝土 • 上一篇    下一篇

两种改性剂对注浆材料流变性能的影响

胡阳1, 刘亚炜1, 吴颖辉1, 鲁刘磊1, 黄文昊1, 牛伟锋2, 李生生3, 汪峻峰1   

  1. 1.深圳大学土木与交通工程学院,深圳 518060;
    2.山西焦煤霍州煤电三交河煤矿,临汾 031600;
    3.北京中煤矿山工程有限公司,北京 100013
  • 收稿日期:2023-05-15 修订日期:2023-06-20 出版日期:2023-09-15 发布日期:2023-09-14
  • 通信作者: 鲁刘磊,博士,讲师。E-mail:luliulei@szu.edu.cn
    汪峻峰,博士,教授。E-mail:drjunfengwang2010@163.com
  • 作者简介:胡 阳(1998—),男,硕士研究生。主要从事注浆材料改性方面的研究。E-mail:huyang2021@email.szu.edu.cn
  • 基金资助:
    海南省重点研发项目(ZDYF2022SHFZ322)

Effects of Two Modifiers on RheologicalProperties of Grouting Materials

HU Yang1, LIU Yawei1, WU Yinghui1, LU Liulei1, HUANG Wenhao1, NIU Weifeng2, LI Shengsheng3, WANG Junfeng1   

  1. 1. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China;
    2. Shanxi Coking Coal Huo Zhou Coal Electricity Sanjiaohe Coal Mine, Linfen 031600, China;
    3. Beijing China Coal Engineering Co., Ltd., Beijing 100013, China
  • Received:2023-05-15 Revised:2023-06-20 Online:2023-09-15 Published:2023-09-14

摘要: 为了提高加固、防渗堵漏等工程的注浆质量,往往需要添加改性剂来调控注浆材料的流变性能。本文研究了两种改性剂(早强型注浆改性剂SX-ZJ-Z和高强型注浆改性剂SX-ZJ-G)对注浆材料流变性能的影响,测试了它们在不同掺量(10%和20%,质量分数)以及不同水胶比(W/B=0.25、0.30、0.35和0.40)下的凝结时间、流动度、塑性黏度和屈服应力,并分析了Bingham和Modified Bingham模型对注浆材料流变曲线的拟合度。结果表明:添加SX-ZJ-G能显著延长注浆材料的凝结时间,而添加SX-ZJ-Z会缩短注浆材料的凝结时间;SX-ZJ-G掺入后发挥“滚珠”效应,能大幅提高注浆材料的流动性,但是添加SZ-ZJ-Z对注浆材料的流动性几乎没影响。添加改性剂使水泥浆体由牛顿流体转变为屈服应力流体,呈现出非线性的剪切应力曲线,Modified Bingham模型较Bingham模型有更好的拟合效果。在W/B=0.30、0.35和0.40时,掺入SX-ZJ-Z对注浆材料的塑性黏度和屈服应力影响不大;SX-ZJ-G的掺入极大地降低了水泥浆体的塑性黏度和屈服应力,降幅可达89%以上,改善了注浆材料的流变性能。

关键词: 注浆材料, 流变性能, 流动度, 凝结时间, 塑性黏度, 屈服应力

Abstract: In order to improve the grouting quality of reinforcement, anti-seepage plugging and other projects, it is necessary to adjust rheological properties of grouting materials by adding modifiers. The effects of two modifiers (early strength grouting modifier SX-ZJ-Z and high strength grouting modifier SX-ZJ-G) on rheological properties of grouting materials were studied, and their setting time, fluidity, plastic viscosity and yield stress were tested at different content (10% and 20%,mass fraction) and water-to-binder ratios (W/B=0.25, 0.30, 0.35 and 0.40), and the degree of fitting of Bingham model and Modified Bingham model to their rheological curves was analyzed. The results show that the addition of SX-ZJ-G significantly prolonges coagulation time of grouting materials, while the addition of SX-ZJ-Z shortenes setting time of grouting materials. The addition of SX-ZJ-G exerts the “ball” effect and greatly improves fluidity of grouting materials, but the addition of SZ-ZJ-Z has almost no effect on fluidity of grouting materials. The addition of modifier changes the cement slurry from Newtonian fluid to yield-stress-fluid, showing a nonlinear shear stress curve, and Modified Bingham model had a good fitting effect compared with the Bingham model. When W/B=0.30, 0.35 and 0.40, the addition of SX-ZJ-Z has little effect on plastic viscosity and yield stress of grouting materials. The addition of SX-ZJ-G greatly reduces plastic viscosity and yield stress of cement slurry by more than 90%, and improves rheological properties of grouting materials.

Key words: grouting material, rheological property, fluidity, setting time, plastic viscosity, yield stress

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