آب زدایی گچ در سیمان
ترجمه نشده

آب زدایی گچ در سیمان

عنوان فارسی مقاله: آب زدایی گچ در سیمان و تأثیر آن بر ساختار حفره هوا در بتن محبوس کننده هوا
عنوان انگلیسی مقاله: Gypsum dehydration in cement and its impact on air-void structure in air-entrained concrete
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: ساختار حفره هوا، آب زدایی گچ، بتن محبوس کننده هوا
کلمات کلیدی انگلیسی: Air-void structure، Gypsum dehydration، Air-entrained concrete
نوع نگارش مقاله: مقاله پژوهشی (Research Article)
شناسه دیجیتال (DOI): https://doi.org/10.1016/j.conbuildmat.2019.06.011
دانشگاه: Lafarge Cement S.A., Małogoszcz, Poland
صفحات مقاله انگلیسی: 7
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: E12399
رفرنس: دارای رفرنس در داخل متن و انتهای مقاله
فهرست مطالب (انگلیسی)

Abstract

1-Introduction

2-Materials and methods

3-Results

4-Discussion

5-Conclusions

Declaration of Competing Interest

Acknowledgements

References

بخشی از مقاله (انگلیسی)

Abstract

The compatibility of the admixture of cement and concrete is an important factor in the creation of highquality concrete. Common problems involving the resistance of concrete to freezing and thawing drew the authors’ attention to gypsum dehydration in cement. The influence of gypsum dehydration on the air-void structure of air-entrained concrete obtained with cement low in C3A was examined. In all studied cases, the negative influence of gypsum dehydration was observed. It is believed that greater solubility and a higher solubility rate of hemihydrate result in higher early-stage Ca2+ and SO4 2 ion concentrations, and thus cause alterations in the chemical admixture’s mechanism of action

Introduction

Concrete used in road surfaces and bridges in cold-winter regions is exposed to very severe conditions. Over the past several years, it has been observed that many types of concrete used in bridges in many countries have failed to meet industry standards [1]. The problem of the resistance of concrete to freezing and thawing has existed globally for some time [2]. Various methods to test the frost resistance of concrete have been developed [3,4]. The test methods used most commonly rely on the subjection of concrete samples to a cycle of freezing and thawing in water and/or deicing salts. Powers [5] developed the concept of using the spacing factor and size of air voids as parameters used to ensure the frost resistance of concrete. The mechanism of air entrainment and the formation and stabilisation of air voids in fresh concrete has been described by many researchers, e.g. Folliard and Du [6]. Chemical admixtures known as air-entraining agents are used to produce air-entrained concrete. Air voids create empty spaces within the concrete which act as reservoirs for freezing water moving in the capillary pores [7]. Air-entraining agents are usually surfactants – molecules composed of a hydrophilic head, which may be either charged (ionic) or polar (non-ionic), and a hydrophobic hydrocarbon tail.