مواد مبتنی بر سیمان
ترجمه نشده

مواد مبتنی بر سیمان

عنوان فارسی مقاله: بی تحرکی کلرید از مواد مبتنی بر سیمان حاوی نانو Al2O3
عنوان انگلیسی مقاله: Chloride immobilization of cement-based material containing nano-Al2O3
مجله/کنفرانس: مصالح ساختمانی و ساخت و ساز – Construction and Building Materials
رشته های تحصیلی مرتبط: مهندسی عمران
گرایش های تحصیلی مرتبط: سازه
کلمات کلیدی فارسی: کلیرد داخلی، خوردگی میلگرد، مواد مبتنی بر سیمان، نانو Al2O3
کلمات کلیدی انگلیسی: Internal chloride، Rebar corrosion، Cement-based materials، Nano-Al2O3
نوع نگارش مقاله: مقاله پژوهشی (Research Article)
شناسه دیجیتال (DOI): https://doi.org/10.1016/j.conbuildmat.2019.05.148
دانشگاه: State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China
صفحات مقاله انگلیسی: 10
ناشر: الزویر - Elsevier
نوع ارائه مقاله: ژورنال
نوع مقاله: ISI
سال انتشار مقاله: 2019
ایمپکت فاکتور: 4.686 در سال 2018
شاخص H_index: 129 در سال 2019
شاخص SJR: 1.522 در سال 2018
شناسه ISSN: 0950-0618
شاخص Quartile (چارک): Q1 در سال 2018
فرمت مقاله انگلیسی: PDF
وضعیت ترجمه: ترجمه نشده است
قیمت مقاله انگلیسی: رایگان
آیا این مقاله بیس است: خیر
آیا این مقاله مدل مفهومی دارد: ندارد
آیا این مقاله پرسشنامه دارد: ندارد
آیا این مقاله متغیر دارد: ندارد
کد محصول: E12375
رفرنس: دارای رفرنس در داخل متن و انتهای مقاله
فهرست مطالب (انگلیسی)

Abstract

1-Introduction

2-Experimental

3-Results and discussion

4-Conclusions

Declaration of Competing Interest

Acknowledgement

References

بخشی از مقاله (انگلیسی)

Abstract

The utilization of marine resources in reinforced concrete is severely limited, due to the risk of steel corrosion caused by the introduced chloride. In order to reduce this risk, nano-Al2O3 (NA) was added into cement-based materials system by improving the chloride immobilization. The immobilized chloride ratio (ICR) of the system was evaluated, and the results indicated that the addition of NA could significantly enhance ICR. Based on the results from TG, XRD, 27Al NMR, MIP, 29Si NMR, and EDS, the mechanism behind was discussed from three aspects of chemical binding, migration resistance, and physical adsorption. The reasons for the increased ICR were as follows: a) chemical binding was promoted by increasing the amount of chloroaluminates; b) migration resistance was improved by refining the pore structure; c) physical adsorption, depending on the amount and the Ca/Si ratio of C-S-H gel, was reduced negligibly. These findings can provide guidance for the theoretical study of chloride immobilization and the application of marine resources.

Introduction

The utilization of marine resources, such as sea sand and coral sand, has great potential in marine concrete engineering, especially in reef construction in the distant sea. However, the direct use of these resources has been banned in reinforced concrete, due to the potential risk of steel bar corrosion induced by the diffused chloride ions. In order to resist this risk, corrosion inhibitors are usually used in concrete to produce a protective film on the surface of rebar [1–۳]. However, due to the existence of large amounts of internal free chloride ions, the risk of pitting corrosion is not completely eliminated by inhibitors. In this case, the chloride immobilization is considered to be another promising way [4,5]. The mechanism of chloride immobilization can be divided into three aspects: chemical binding, physical adsorption, and migration resistance [6,7]. Chemical binding is related to the chloride ions bound in Friedel’s salt (FS) or Kuzel’s salt (KS).