مشخصات مقاله | |
ترجمه عنوان 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 |
انتشار | مقاله سال 2019 |
تعداد صفحات مقاله انگلیسی | 7 صفحه |
هزینه | دانلود مقاله انگلیسی رایگان میباشد. |
پایگاه داده | نشریه الزویر |
نوع نگارش مقاله |
مقاله پژوهشی (Research Article) |
مقاله بیس | این مقاله بیس نمیباشد |
نمایه (index) | Scopus – Master Journals List – JCR |
نوع مقاله | ISI |
فرمت مقاله انگلیسی | |
ایمپکت فاکتور(IF) |
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 |
مدل مفهومی | ندارد |
پرسشنامه | ندارد |
متغیر | ندارد |
رفرنس | دارد |
رشته های مرتبط | مهندسی عمران |
گرایش های مرتبط | سازه |
نوع ارائه مقاله |
ژورنال |
مجله / کنفرانس | مصالح ساختمانی و ساخت و ساز – Construction and Building Materials |
دانشگاه | Lafarge Cement S.A., Małogoszcz, Poland |
کلمات کلیدی | ساختار حفره هوا، آب زدایی گچ، بتن محبوس کننده هوا |
کلمات کلیدی انگلیسی | Air-void structure، Gypsum dehydration، Air-entrained concrete |
شناسه دیجیتال – doi |
https://doi.org/10.1016/j.conbuildmat.2019.06.011 |
کد محصول | E12399 |
وضعیت ترجمه مقاله | ترجمه آماده این مقاله موجود نمیباشد. میتوانید از طریق دکمه پایین سفارش دهید. |
دانلود رایگان مقاله | دانلود رایگان مقاله انگلیسی |
سفارش ترجمه این مقاله | سفارش ترجمه این مقاله |
فهرست مطالب مقاله: |
Abstract 1. Introduction 2. Materials and methods 3. Results 4. Discussion 5. Conclusions Declaration of Competing Interest Acknowledgements References |
بخشی از متن مقاله: |
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. |