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硅酸盐通报 ›› 2021, Vol. 40 ›› Issue (2): 384-391.

所属专题: 水泥混凝土

• 水泥混凝土 • 上一篇    下一篇

纳米二氧化硅改性大掺量矿粉-水泥胶凝体系性能与微结构研究

林培桐1, 曾宇1, 赵永钢1, 刘锦红2, 汪峻峰1,3, 鲁刘磊1   

  1. 1.海南大学土木建筑工程学院,海口 570228;
    2.91053部队,北京 100000;
    3.佛山格耐特新型建筑材料科技有限公司,佛山 528000
  • 收稿日期:2020-09-09 修回日期:2020-11-06 出版日期:2021-02-15 发布日期:2021-03-10
  • 通讯作者: 鲁刘磊,博士,讲师。E-mail:luliulei521@163.com
  • 作者简介:林培桐(1993—),男,硕士研究生。主要从事海工水泥方面的研究。E-mail:415045987@qq.com
  • 基金资助:
    海南省自然科学基金(519QN185);海南省重大科技专项(ZDKJ201803);广西省重点研发计划(桂科AB17292021);中国人民解放军海军项目(岛礁XX研究)

Property and Pore Structure of Nano-SiO2 Modified High Volume Slag Powder-Cement Cementitious System

LIN Peitong1, ZENG Yu1, ZHAO Yonggang1, LIU Jinhong2, WANG Junfeng1,3, LU Liulei1   

  1. 1. College of Civil Engineering and Architecture, Hainan University, Haikou 570228, China;
    2. 91053 Force, Beijing 100000, China;
    3. Foshan GENAITE New Building Material Technology Co., Ltd., Foshan 528000, China
  • Received:2020-09-09 Revised:2020-11-06 Online:2021-02-15 Published:2021-03-10

摘要: 利用沉淀法制备的纳米二氧化硅(PNS)极强的火山灰活性,能改善大掺量矿粉-水泥胶凝体系早期抗压强度低、内部结构疏松等缺陷,研究了PNS对大掺量矿粉-水泥胶凝体系抗压强度、抗氯离子渗透性的影响,通过XRD、TG-DSC及MIP对该体系的水化产物与孔结构进行微观分析。研究表明:随着PNS掺量的增加,试件的抗压强度也随之提高,尤其是7 d抗压强度,掺5%(质量分数,下同)PNS试件的强度增幅达到了20%;同时,水泥抗氯离子渗透能力先上升后下降,PNS掺量为3%时,达到最优,其28 d氯离子扩散系数较不掺PNS降低44.8%。PNS在早期能够大量消耗Ca(OH)2,生成更多的C-S-H凝胶等水化产物,使得孔结构更加致密,降低孔隙率,在适宜范围内掺入PNS还可有效细化孔径。

关键词: 纳米二氧化硅, 大掺量矿粉, 抗氯离子渗透, 孔结构, 抗压强度

Abstract: Using the strong pozzolanic activity of precipitation method nano-silica (PNS) to improve the early compressive strength and loose internal structure of the high volume slag powder-cement cementitious system. The influence of PNS on the compressive strength and the resistance to chloride ion permeability of high volume slag powder-cement cementing system were studied. The hydration products and pore structure of the system were analysed by XRD, TG-DSC and MIP. Research shows that with the increase of PNS content, the compressive strength of the specimens increases, especially the 7 d compressive strength. The strength of specimens with 5% (mass fraction, the same blow) PNS increases by 20%. The resistance to chlcride ion penetration capacity first increases and then decreaces. When PNS content is 3%, it reaches the optimal level, and its 28 d chloride ion diffusion coefficient is 44.8% lower than that without PNS. PNS can consume a large amount of Ca(OH)2 in the early stage and generate more hydration products such as C-S-H gel, which makes the pore structure more compact and reduces the porosity. Incorporating PNS within the range also refines the pore size.

Key words: nano-SiO2, high volume slag powder, resistance to chloride ion penetration, pore structure, compressive strength

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