干湿循环作用下氯离子在聚丙烯纤维混凝土中传输性能研究

硅酸盐通报 ›› 2021, Vol. 40 ›› Issue (6): 2019-2025.

干湿循环作用下氯离子在聚丙烯纤维混凝土中传输性能研究

解国梁¹, 申向东², 姜伟¹, 张斌¹

1.黑龙江八一农垦大学土木水利学院,大庆 163319;
2.内蒙古农业大学水利与土木建筑工程学院,呼和浩特 010018

收稿日期:2021-02-08 修回日期:2021-04-26 出版日期:2021-06-15 发布日期:2021-07-08
作者简介:解国梁(1976—),男,副教授。主要从事混凝土耐久性和水工新材料方面的研究。E-mail:xieguoliang1219@163.com
基金资助:
国家自然科学基金(51769025);住房和城乡建设部研究开发项目(2020-K-162);黑龙江省农垦总局重点科研计划(HKKYZD190602)

Chloride Ion Transport in Polypropylene Fiber Concrete under Dry-Wet Cycle

XIE Guoliang¹, SHEN Xiangdong², JIANG Wei¹, ZHANG Bin¹

1. College of Civil Engineering and Water Conservancy, Heilongjiang Bayi Agricultural University, Daqing 163319, China;
2. College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China

Received:2021-02-08 Revised:2021-04-26 Online:2021-06-15 Published:2021-07-08

摘要/Abstract

摘要： 为探究干湿循环作用下聚丙烯纤维混凝土中氯离子的传输规律,设计了四种掺量的聚丙烯纤维混凝土,对其在不同干湿循环周期下的自由氯离子含量和总氯离子含量进行测量,分析聚丙烯纤维掺入对混凝土氯离子结合性能及氯离子扩散系数的影响。结果表明:0.15%(体积分数,下同)聚丙烯纤维的掺入可以增加混凝土密实度,降低自由氯离子含量;而大量纤维的掺入(＜0.45%)导致混凝土内部自由氯离子含量增加,增大了混凝土的氯离子结合能力。聚丙烯纤维掺量0%~0.45%范围内,氯离子结合能力与纤维掺量存在二次函数关系。聚丙烯纤维的掺入降低了干湿循环后期氯离子扩散系数,增大了时间依赖系数m,有利于提高混凝土抗氯离子侵蚀能力。

关键词: 聚丙烯纤维混凝土, 干湿循环, 氯离子含量, 氯离子扩散系数

Abstract: In order to explore the transmission law of chloride ions in polypropylene fiber concrete under the action ofdry-wet cycles, four types of polypropylene fiber concrete were designed for experiments, and the free chloride ion content and total chloride ion content were measured under different dry-wet cycles. Measure and analyze the influence of polypropylene fiber incorporation on the chloride ion binding performance and chloride ion diffusion coefficient of concrete. The results show that the incorporation of 0.15% (volume fraction, same below) polypropylene fiber increases the compactness of concrete and reduces the content of free chloride ion. While the incorporation of a large number of fibers (<0.45%) leads to an increase in the content of free chloride ion in the concrete and increases the chloride ion content of the concrete. Ion binding capacity. In the range of 0% to 0.45% of polypropylene fiber content, the chloride ion binding capacity has a quadratic function relationship with the fiber content. The incorporation of polypropylene fiber reduces the chloride ion diffusion coefficient in the later stage of the dry-wet cycle and increases the time-dependent coefficient m, which is beneficial to improve the resistance of concrete to chloride ion erosion.

Key words: polypropylene fiber concrete, dry-wet cycle, chloride ion content, chloride ion diffusion coefficient

中图分类号:

TB332

解国梁, 申向东, 姜伟, 张斌. 干湿循环作用下氯离子在聚丙烯纤维混凝土中传输性能研究[J]. 硅酸盐通报, 2021, 40(6): 2019-2025.

XIE Guoliang, SHEN Xiangdong, JIANG Wei, ZHANG Bin. Chloride Ion Transport in Polypropylene Fiber Concrete under Dry-Wet Cycle[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2021, 40(6): 2019-2025.

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