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硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (9): 3273-3281.

• 资源综合利用 • 上一篇    下一篇

低温环境下硅灰对掺无碱速凝剂水泥砂浆抗压强度和抗渗性的影响

刘亚炜1, 胡阳1, 罗琦1, 鲁刘磊1, 裴大田1, 李斌斌2, 马俊3, 汪峻峰1,2,4   

  1. 1.深圳大学土木与交通工程学院,深圳 518060;
    2.建华建材(中国)有限公司,镇江 212000;
    3.中国建筑第八工程局有限公司,深圳 518000;
    4.佛山格耐特新型建筑材料科技有限公司,佛山 528000)
  • 收稿日期:2024-03-04 修订日期:2024-04-15 出版日期:2024-09-15 发布日期:2024-09-19
  • 通信作者: 鲁刘磊,副研究员。E-mail:luliulei521@163.com;汪峻峰,教授。E-mail:drjunfengwang2010@163.com
  • 作者简介:刘亚炜(1998—),男,硕士研究生。主要从事喷射混凝土方面的研究。E-mail:liuyawei2021@email.szu.edu.cn
  • 基金资助:
    海南省重点研发项目(ZDYF2022SHFZ322);佛山市科技创新项目(2018IT00232)

Influence of Silica Fume on Compressive Strength and Impermeability of Cement Mortar with Alkali-Free Accelerator at Low Temperatures

LIU Yawei1, HU Yang1, LUO Qi1, LU Liulei1, PEI Datian1, LI Binbin2, MA Jun3, WANG Junfeng1,2,4   

  1. 1. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China;
    2. Jianhua Building Materials (China) Co., Ltd., Zhenjiang 212000, China;
    3. China Construction Eight Engineering Division Corp., Ltd., Shenzhen 518000, China;4. Foshan GENAITE New Building Material Technology Co., Ltd., Foshan 528000, China)
  • Received:2024-03-04 Revised:2024-04-15 Published:2024-09-15 Online:2024-09-19

摘要: 低温环境会影响隧道喷射混凝土早期性能的发展。本文研究了低温环境下硅灰对掺无碱速凝剂水泥砂浆流动性、抗压强度和抗渗性的影响,并采用XRD、TG-DTG和MIP分析了水化产物和孔结构的变化。结果表明:低温下硅灰显著提高了砂浆的1 d抗压强度,增幅超过300.0%;添加5%(质量分数)的硅灰能小幅增强28 d抗压强度,增幅达4.7%。此外,砂浆的抗渗性随着硅灰掺量的增加而提升,当添加的硅灰超过10%时,砂浆抗渗能力明显增强。在低温环境下,硅灰可以发挥火山灰效应和微填充效应,使多害孔朝少害孔方向转化,细化孔结构,使浆体结构更加密实,从而提高砂浆的抗压强度和抗渗性。

关键词: 低温, 硅灰, 无碱速凝剂, 抗压强度, 抗渗性, 微观结构

Abstract: Low temperature environment affects the development of early performance of tunnel shotcrete. This study investigated the effects of silica fume on the fluidity, compressive strength, and impermeability of alkali-free accelerator-modified cement mortars at low temperatures. XRD, TG-DTG and MIP were used to analyze the changes in hydration products and pore structure. The results show that using silica fume significantly improves the 1 d compressive strength of mortar at low temperatures with an increase of over 300.0%. At 28 d, incorporating 5% (mass fraction) silica fume also increased the compressive strength by 4.7%. Moreover, the impermeability of mortar increases with the increase of the silica fume content. Especially, the impermeability is remarkably improved when the content of silica fume exceeded 10%. Silica fume modification can exert the pozzolanic effect and micro-filling effect at low temperatures, which transformes more-harmful pores towards less-harmful ones, refining the pore structure and making the paste structure denser, thereby improving the compressive strength and impermeability of mortars.

Key words: low temperature, silica fume, alkali-free accelerator, compressive strength, impermeability, microstructure

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