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硅酸盐通报 ›› 2021, Vol. 40 ›› Issue (10): 3337-3344.

• 水泥混凝土 • 上一篇    下一篇

高温碳化养护对干硬性水泥净浆强度及微观性能的影响

林忠财, 朱芳萍, 王敏   

  1. 湖南大学土木工程学院,长沙 410082
  • 收稿日期:2021-04-10 修回日期:2021-06-02 出版日期:2021-10-15 发布日期:2021-11-11
  • 作者简介:林忠财(1980—),男,博士,教授。主要从事固废资源化、水泥和固废碳化处理强化的研究。E-mail:tcling@hnu.edu.cn
  • 基金资助:
    国家自然科学基金(52078202)

Effect of High Temperature Carbonation Curing on Strength and Microstructure of Dry-Mixed Cement Pastes

LING Tungchai, ZHU Fangping, WANG Min   

  1. College of Civil Engineering, Hunan University, Changsha 410082, China
  • Received:2021-04-10 Revised:2021-06-02 Online:2021-10-15 Published:2021-11-11

摘要: 碳化养护可在加快水泥制品早期强度发展的同时固定二氧化碳,因此已引起国内外学者的广泛关注,然而,高温对碳化养护进程的影响却未见报道。本文选用5个温度(20 ℃、100 ℃、120 ℃、140 ℃、160 ℃)对干硬性水泥净浆进行碳化养护,探究了抗压强度随碳化温度的变化规律,并结合热重分析、X-射线衍射、红外光谱及扫描电镜等方法对碳化养护后样品的微观性能进行表征。结果表明:抗压强度及碳化程度随温度的升高表现出先增加后趋于平缓的趋势,碳化温度为140 ℃的试件相比碳化温度为20 ℃的试件抗压强度增长近4倍,表明高温碳化是加速养护的有效措施,适当的高温可以蒸发部分自由水,有利于碳化反应进行。此外,高温碳化养护生成了高聚合程度的无定形硅胶和三种不同晶型的碳酸钙(CaCO3),其中文石和球霰石所占比例相比于常温碳化有所上升。

关键词: 高温碳化养护, 干硬性水泥净浆, 抗压强度, 碳化程度, 矿物成分

Abstract: Carbonation curing has attracted lots of research interests for the ability to improve early compressive strength and storage CO2. However, the effect of high temperature on the carbonation process has been barely investigated. In the present study, 20 ℃, 100 ℃, 120 ℃, 140 ℃ and 160 ℃ were chosen for carbonation curing, the variation of compressive strength was investigated and the microstructural properties of carbonated dry-mixed cement pastes were evaluated by thermogravimetric analysis (TG), X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy (SEM). The results show that compressive strength and carbonation degree firstly increase with the increase of carbonation temperature and then became constant. The compressive strength of the sample cured at 20 ℃ is 14.8 MPa, while achieved about 4 times higher strength at 140 ℃ with recorded values of 71.2 MPa, which means that high temperature speeded the carbonation process. At such temperatures, part of the free water can be evaporated to enhance the CO2 diffusion thus beneficial for a more complete carbonation reaction. Polymorphs of CaCO3 are varied in samples carbonated with different carbonation temperatures. Compared to sample carbonated at 20 ℃, sample carbonated at 140 ℃ presented a higher proportion of aragonite and vaterite. Also, calcium silicate hydrate (C-S-H) generated from the sample carbonated at 140 ℃ is identified higher polymerization degree than that of sample carbonated at 20 ℃.

Key words: high temperature carbonation curing, dry-mixed cement paste, compressive strength, carbonation degree, mineral composition

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