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电化学沉积处理(EDT)作为一种全面的修复方法,可用于各种严重程度的腐蚀损伤混凝土。

Electrochemical Deposition Treatment (EDT) as a Comprehensive Rehabilitation Method for Corrosion-Induced Deterioration in Concrete with Various Severity Levels.

机构信息

National Core Research Center for Disaster-Free and Safe Ocean Cities Construction, Dong-A University, Busan 49315, Korea.

Department of ICT Integrated Ocean Smart Cities Engineering, Dong-A University, Busan 49315, Korea.

出版信息

Sensors (Basel). 2021 Sep 19;21(18):6287. doi: 10.3390/s21186287.

Abstract

The primary purposes of this study are to investigate the feasibility of electrochemical deposition treatment (EDT) as a comprehensive rehabilitation method for corrosion-induced deterioration in reinforced concrete with various severity levels, and to propose a guideline for the determination of critical factors to advance EDT. This study includes three experimental phases, each of which simulates the initiation (de-passivation), propagation (high corrosion activity), and acceleration (formation of a surface-breaking crack) periods of corrosion-induced deterioration. After completion of a series of accelerated corrosion tests, damaged concrete samples with different severity levels are rehabilitated by a series of EDT processes using a MgCl solution in an electrolyte. The main variables for this experiment are the concentration levels (0, 0.3, 1.0 and 3.0 M) of a MgCl solution for test phase 1, charging time (0, 2, and 7 days) in EDT for test phase 2, and configuration of pre- and post-treatment processes in EDT for test phase 3. The rehabilitation performance of EDT is evaluated by analyzing the AC impedance properties of the steel-and-concrete interface using electrochemical impedance spectroscopy (EIS) for the test phases 1 and 2, and microscopic alternation in concrete cracks using optical microscopic image and SEM/EDX. It is demonstrated that EDT is an effective method for preventing and mitigating corrosion-induced deterioration in the initiation and rust propagation periods of corrosion and for repairing (closing and filling) a corrosion-induced surface-breaking crack in the acceleration phase of corrosion. Corrosion-resistant performance of concrete increases as the concentration levels of a MgCl solution in an electrolyte increases and as the charging time in EDT increases. In addition, a post-treatment process (applying a NaOH solution) after the electrochemical deposition process significantly improves crack-repairing performance of EDT.

摘要

本研究的主要目的是探讨电化学沉积处理(EDT)作为一种全面的修复方法,用于处理不同严重程度的腐蚀引起的钢筋混凝土劣化,并提出确定关键因素以推进 EDT 的指南。本研究包括三个实验阶段,每个阶段模拟腐蚀劣化的起始(去钝化)、扩展(高腐蚀活性)和加速(表面贯穿裂缝形成)阶段。在完成一系列加速腐蚀试验后,使用电解质中的 MgCl 溶液对具有不同严重程度的受损混凝土样品进行一系列 EDT 处理以进行修复。该实验的主要变量是:测试阶段 1 中 MgCl 溶液的浓度水平(0、0.3、1.0 和 3.0 M)、EDT 中的充电时间(0、2 和 7 天)、以及测试阶段 3 中 EDT 前后预处理过程的配置。通过电化学阻抗谱(EIS)分析钢-混凝土界面的交流阻抗特性来评估 EDT 的修复性能,用于测试阶段 1 和 2,以及通过光学显微镜图像和 SEM/EDX 分析混凝土裂缝的微观变化来评估。结果表明,EDT 是一种有效的方法,可用于防止和减轻腐蚀起始和锈扩展阶段的腐蚀引起的劣化,并修复(闭合和填充)腐蚀加速阶段的腐蚀引起的表面贯穿裂缝。随着电解质中 MgCl 溶液浓度的增加和 EDT 中充电时间的增加,混凝土的耐腐蚀性能提高。此外,电化学沉积处理后进行后处理过程(施加 NaOH 溶液)显著提高了 EDT 的裂缝修复性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bdab/8473423/3f9b431271f4/sensors-21-06287-g001.jpg

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