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基于渗水试验的掺无机材料混凝土自修复性能评价

Self-Healing Performance Evaluation of Concrete Incorporating Inorganic Materials Based on a Water Permeability Test.

作者信息

Lee Kwang-Myong, Kim Hyung-Suk, Lee Do-Keun, Shin Kyung-Joon

机构信息

Department of Civil, Architectural and Environmental System Engineering, Sungkyunkwan University, Suwon 16419, Korea.

Department of Civil Engineering, Chungnam National University, Daejeon 34134, Korea.

出版信息

Materials (Basel). 2021 Jun 10;14(12):3202. doi: 10.3390/ma14123202.

Abstract

Research activities that have focused on the development and understanding of self-healing concrete have proposed various technologies intended to enhance self-healing capacity. The self-healing performance cannot be identified sufficiently with either a single test or a specific parameter because there are a number of factors that influence the performance of self-healing. Thus, it has become necessary to provide standardized test methods that make it possible to verify and compare the performance of self-healing materials. In this paper, self-healing mortars based on inorganic admixtures, which are developed for sealing 0.3 mm cracks with a healing index of 90%, are produced and used to validate the water permeability test and to propose protocols for the evaluation of self-healing performance. The healing performances of three self-healing mortars and a plain mortar as a reference are evaluated with a comparative study. The equivalent crack width, which can be estimated from the water flow rate, is suggested as a rational evaluation index. Finally, a self-healing performance chart is proposed to comprehensively show the healing performance of cement-based materials.

摘要

专注于自愈合混凝土开发与理解的研究活动提出了各种旨在提高自愈合能力的技术。由于有许多因素会影响自愈合性能,因此单一测试或特定参数都无法充分确定自愈合性能。因此,提供标准化测试方法变得必要,以便能够验证和比较自愈合材料的性能。本文制备了基于无机外加剂的自愈合砂浆,用于密封0.3毫米宽的裂缝,愈合指数为90%,并用于验证水渗透性测试以及提出自愈合性能评估方案。通过对比研究评估了三种自愈合砂浆和一种普通砂浆(作为参考)的愈合性能。建议将可根据水流速率估算的等效裂缝宽度作为合理的评估指标。最后,提出了自愈合性能图表,以全面展示水泥基材料的愈合性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/82cf/8230412/42b9664349cb/materials-14-03202-g001.jpg

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