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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (9): 3221-3230.

• 资源综合利用 • 上一篇    下一篇

煤系偏高岭土对混凝土力学性能及微观结构的影响机理

李学亮1, 赵庆朝1, 李伟光1, 李勇1, 朱阳戈1, 宋厚彬2, 杨浩2, 张艳平2   

  1. 1.矿冶科技集团有限公司,北京 100160;
    2.黑龙江紫金铜业有限公司,齐齐哈尔 161041
  • 收稿日期:2023-05-17 修订日期:2023-07-03 出版日期:2023-09-15 发布日期:2023-09-14
  • 作者简介:李学亮(1997—),男,助理工程师。主要从事固废资源化利用的研究。E-mail:lixueliang@bgrimm.com
  • 基金资助:
    矿冶科技集团有限公司院重点基金(02-2101);铜陵市科技重大专项(20200103002)

Influence Mechanism of Coal-Series Metakaolin on Mechanical Properties and Microstructure of Concrete

LI Xueliang1, ZHAO Qingchao1, LI Weiguang1, LI Yong1, ZHU Yangge1, SONG Houbin2, YANG Hao2, ZHANG Yanping2   

  1. 1. BGRIMM Technology Group, Beijing 100160, China;
    2. Heilongjiang Zijin Copper Industry Co., Ltd., Qiqihar 161041, China
  • Received:2023-05-17 Revised:2023-07-03 Online:2023-09-15 Published:2023-09-14

摘要: 将600目(23 μm)和1 000目(13 μm)煤系偏高岭土按照0%、5%、10%、15%(质量分数)的掺量分别掺入混凝土,通过强度测试、XRD、TG-DTG、SEM-EDS和氮吸附试验等研究了煤系偏高岭土细度和掺量对混凝土力学性能和微观结构的影响。结果表明:偏高岭土的掺入显著提高了混凝土的力学性能,当偏高岭土细度为1 000目、掺量为15%时,混凝土的抗压强度最大,90 d抗压强度达到了81 MPa;水化产物主要由氢氧化钙、钙矾石、类水滑石及水化硅酸钙(C-S-H)凝胶等组成,掺入偏高岭土并未改变水化产物种类,但是增加了水化产物中C-S-H凝胶的产生量,同时降低了氢氧化钙的含量。偏高岭土与水泥水化产物氢氧化钙发生二次水化生成C-S-H凝胶,提高混凝土致密性,这是偏高岭土能够增强混凝土力学性能的主要原因。

关键词: 煤系偏高岭土, 混凝土, 力学性能, 水化产物, 微观结构, 火山灰反应

Abstract: Coal-series metakaolin of 600 mesh (23 μm) and 1 000 mesh (13 μm) was tested according to the concentration of 0%, 5%, 10% and 15% (mass fraction) mix into concrete, and the influences of coal-series metakaolin fineness and content on the mechanical properties and microstructure of concrete were studied by strength, XRD, TG-DTG, SEM-EDS and nitrogen adsorption tests. The results show that the incorporation of metakaolin significantly improves the mechanical properties of concrete. When the fineness of metakaolin is 1 000 mesh and the content is 15%, the compressive strength of concrete is the largest, and the 90 d compressive strength reaches 81 MPa. The hydration products are mainly composed of calcium hydroxide, ettringite, hydrotalcite and calcium silicate hydrate (C-S-H) gel, etc. The addition of metakaolin do not change the type of hydration product, but increases the content of C-S-H gel in the hydration product, while reduces the content of calcium hydroxide. Metakaolin and cement hydration product calcium hydroxide undergo secondary hydration to form C-S-H gel and improve the compactness of concrete, which is the main reason that metakaolin can enhance the mechanical properties of concrete.

Key words: coal-series metakaolin, concrete, mechanical property, hydration product, microstructure, pozzolanic reaction

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