苏州混凝土水泥制品研究院有限公司

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再生微粉对混凝土抗氯离子渗透性能的影响
Effect of recycled micro powder on chloride ion penetration resistance of concrete
2024年第7期
再生混凝土;再生微粉;抗氯离子渗透性能;电通量;氯离子扩散系数
Recycled concrete; Recycled micro powder; Chloride ion penetration resistance; Electrical flux; Chloride ion diffusion coefficient
2024年第7期
10.19761/j.1000-4637.2024.07.107.05
福建省科技厅科技计划引导性项目(2022Y0045)。
徐秀华
福建省建筑科学研究院有限责任公司 福建省绿色建筑技术重点实验室,福建 福州 350108

徐秀华

徐秀华.再生微粉对混凝土抗氯离子渗透性能的影响[J].混凝土与水泥制品,2024(7):107-110,115.

XU X H.Effect of recycled micro powder on chloride ion penetration resistance of concrete[J].China Concrete and Cement Products,2024(7):107-110,115.

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摘   要:研究了分别单掺与复掺再生混凝土粉(RCP)、再生砖粉(RBP)对混凝土抗氯离子渗透性能的影响,并建立了氯离子扩散系数和电通量之间的关系式。结果表明:单掺RCP或RBP时,随着其掺量从0增至30%,试件的电通量和氯离子扩散系数均先减小后增大,说明抗氯离子渗透性能先增强后减弱,RCP和RBP的最佳掺量均为10%;复掺RCP和RBP时,随着RBP占比的增加,试件的电通量和氯离子扩散系数均先减小后增大,最佳mRBP∶mRCP为1∶1;掺再生微粉混凝土的氯离子扩散系数和电通量之间具有良好的线性关系。 Abstract: The effects of single and compound addition of recycled concrete powder(RCP) and recycled brick powder(RBP) on the chloride ion penetration resistance of concrete were studied, and the relationship between chloride ion diffusion coefficient and electrical flux was established. The results show that when RCP or RBP is added alone, as its content increases from 0 to 30%, the electrical flux and chloride ion diffusion coefficient of the specimen first decrease and then increase, indicating that the chloride ion penetration resistance first enhances and then weakens, and the optimal content of RCP and RBP is both 10%. When adding RCP and RBP together, as the proportion of RBP increases, the electrical flux and chloride ion diffusion coefficient of the specimen first decrease and then increase, and the optimal mRBP∶mRCP is 1∶1. There is a good linear relationship between the chloride ion diffusion coefficient and electrical flux of concrete with recycled micro powder.
英文名 : Effect of recycled micro powder on chloride ion penetration resistance of concrete
刊期 : 2024年第7期
关键词 : 再生混凝土;再生微粉;抗氯离子渗透性能;电通量;氯离子扩散系数
Key words : Recycled concrete; Recycled micro powder; Chloride ion penetration resistance; Electrical flux; Chloride ion diffusion coefficient
刊期 : 2024年第7期
DOI : 10.19761/j.1000-4637.2024.07.107.05
文章编号 :
基金项目 : 福建省科技厅科技计划引导性项目(2022Y0045)。
作者 : 徐秀华
单位 : 福建省建筑科学研究院有限责任公司 福建省绿色建筑技术重点实验室,福建 福州 350108

徐秀华

徐秀华.再生微粉对混凝土抗氯离子渗透性能的影响[J].混凝土与水泥制品,2024(7):107-110,115.

XU X H.Effect of recycled micro powder on chloride ion penetration resistance of concrete[J].China Concrete and Cement Products,2024(7):107-110,115.

摘要
参数
结论
参考文献
引用本文

摘   要:研究了分别单掺与复掺再生混凝土粉(RCP)、再生砖粉(RBP)对混凝土抗氯离子渗透性能的影响,并建立了氯离子扩散系数和电通量之间的关系式。结果表明:单掺RCP或RBP时,随着其掺量从0增至30%,试件的电通量和氯离子扩散系数均先减小后增大,说明抗氯离子渗透性能先增强后减弱,RCP和RBP的最佳掺量均为10%;复掺RCP和RBP时,随着RBP占比的增加,试件的电通量和氯离子扩散系数均先减小后增大,最佳mRBP∶mRCP为1∶1;掺再生微粉混凝土的氯离子扩散系数和电通量之间具有良好的线性关系。

Abstract: The effects of single and compound addition of recycled concrete powder(RCP) and recycled brick powder(RBP) on the chloride ion penetration resistance of concrete were studied, and the relationship between chloride ion diffusion coefficient and electrical flux was established. The results show that when RCP or RBP is added alone, as its content increases from 0 to 30%, the electrical flux and chloride ion diffusion coefficient of the specimen first decrease and then increase, indicating that the chloride ion penetration resistance first enhances and then weakens, and the optimal content of RCP and RBP is both 10%. When adding RCP and RBP together, as the proportion of RBP increases, the electrical flux and chloride ion diffusion coefficient of the specimen first decrease and then increase, and the optimal mRBP∶mRCP is 1∶1. There is a good linear relationship between the chloride ion diffusion coefficient and electrical flux of concrete with recycled micro powder.

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氯离子
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(1)单掺RCP或RBP时,随着其掺量的增加,试件的电通量和氯离子扩散系数均先减小后增大,说明抗氯离子渗透性能先提高后下降,且RCP和RBP的最佳掺量均为10%。
 (2)复掺RCP和RBP时,在mRBP∶mRCP 相同的情况下,与RCP和RBP总掺量为20%的试件相比,RCP和RBP总掺量为10%试件的抗氯离子渗透性能较好,且均优于NC试件;在RCP和RBP总掺量相同的情况下,最佳mRBP∶mRCP 为1∶1。
(3)无论RCP和RBP是单掺还是复掺,采用电通量法和NEL法测得的混凝土抗氯离子渗透性能一致;掺再生微粉混凝土的氯离子扩散系数与电通量之间具有良好的线性关系,具体为D=1.513 8+0.000 926Q,相关系数R2为0.920 8。

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徐秀华.再生微粉对混凝土抗氯离子渗透性能的影响[J].混凝土与水泥制品,2024(7):107-110,115.

XU X H.Effect of recycled micro powder on chloride ion penetration resistance of concrete[J].China Concrete and Cement Products,2024(7):107-110,115.

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