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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (3): 1008-1015.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

碱激发剂对单组份碱激发镍渣水泥混凝土抗碳化性能的影响

王雪芳1,2, 曾天鑫1, 周豪杰1   

  1. 1.福州大学土木工程学院,福州 350108;
    2.福州大学先进制造学院,泉州 362251
  • 收稿日期:2022-09-29 修订日期:2022-12-22 出版日期:2023-03-15 发布日期:2023-03-31
  • 作者简介:王雪芳(1975—),女,博士,副研究员。主要从事环保节能型水泥基材料的研究。E-mail:wrabbit@fzu.edu.cn
  • 基金资助:
    国家自然科学基金青年科学基金项目(51808124);泉州市科技计划项目(2022C012R)

Effect of Alkali Activator on Carbonation Resistance of Single-ComponentAlkali-Activated Nickel Slag Cement Concrete

WANG Xuefang1,2, ZENG Tianxin1, ZHOU Haojie1   

  1. 1. School of Civil Engineering, Fuzhou University, Fuzhou 350108, China;
    2. School of Advanced Manufacturing, Fuzhou University, Quanzhou 362251, China
  • Received:2022-09-29 Revised:2022-12-22 Online:2023-03-15 Published:2023-03-31

摘要: 碳化导致混凝土碱度下降,对钢筋混凝土结构的耐久性造成严重危害。本文以Na2SiO3、NaOH和Na2CO3为碱激发剂,探究碱激发剂种类与其中的Na2O当量对单组份碱激发镍渣水泥砂浆抗碳化性能的影响规律。研究表明:当Na2O当量相同时,单组份碱激发镍渣水泥砂浆的抗碳化性能以NaOH单掺组试件最优,Na2SiO3单掺组试件最劣;Na2CO3取代部分Na2SiO3后可提升水泥砂浆试件抗碳化能力,而取代部分NaOH后,水泥砂浆试件抗碳化能力则与Na2O当量有关;随着Na2O当量的增加,Na2SiO3单掺组与Na2SiO3&Na2CO3(3∶1)复掺组试件的抗碳化性能呈先增强后减弱的趋势;NaOH单掺组试件前期的抗碳化性能不断增强,试件后期的抗碳化性能呈先增强后减弱的趋势;NaOH&Na2CO3(3∶1)复掺组试件前期的抗碳化性能有所改善,但后期的抗碳化性能反而下降。

关键词: 镍渣水泥, 碱激发剂, Na2O当量, 抗碳化性能, 抗压强度, 单组份

Abstract: Carbonation leads to the decrease of alkalinity of concrete, which seriously harms the durability of reinforced concrete structures. In this paper, Na2SiO3, NaOH and Na2CO3 were used as alkali activators, and the influences of the types of alkali activators and Na2O equivalent on the carbonation resistance of single-component alkali-activated nickel slag cement mortar were investigated. The results show that, when the Na2O equivalent is the same, the carbonation resistance of single-component alkali-activated nickel slag cement mortar is the best in the single doping of NaOH samples, and the carbonation resistance is the worst in the single doping of Na2SiO3 samples. Na2CO3 partial substitution for Na2SiO3 can improve the carbonation resistance of cement mortar samples, while the effect of Na2CO3 partial substitution for NaOH on the carbonation resistance of cement mortar specimens is related to the Na2O equivalent. With the increase of Na2O equivalent, the carbonation resistance of single doping of Na2SiO3 and mixed doping of Na2SiO3&Na2CO3(3∶1) samples increases first and then decreases. The carbonation resistance of single doping of NaOH samples increases continuously in the early stage, and increases first and then decreases in the later stage. The carbonation resistance of mixed with NaOH&Na2CO3 (3∶1) samples improves in the early stage, but decreases in the later stage.

Key words: nickel slag cement, alkali activator, Na2O equivalent, carbonation resistance, compressive strength, single-component

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