اثر ترکیب بنتونیت و زئولیت بر روی برخی از خصوصیات مکانیکی و رئولوژی بتن خودتراکم

نوع مقاله : مقاله پژوهشی

نویسندگان

1 استادیار، گروه مهندسی عمران، واحد ارومیه، دانشگاه آزاد اسلامی، ارومیه، ایران

2 گروه مهندسی عمران، واحد ارومیه، دانشگاه آزاد اسلامی، ارومیه، ایران

10.22124/jcr.2024.26285.1641

چکیده

امروزه تولید بیش از حد سیمان در جهان بخصوص در ایران به یک بحران تبدیل شده. چرا که تولید سیمان باعث انتشار گاز دی اکسید کربن و تولید آلاینده در هوای شهرها شده. از این رو در این تحقیق برای افزایش کیفیت بتن و کاهش مصرف مصالحی مانند پودر سنگ و سیمان، از ترکیب بنتونیت و زئولیت استفاده شد. برنامه آزمایشگاهی این تحقیق شامل پنج طرح مخلوط با ترکیب همزمان بنتونیت و زئولیت در نسبت‌های مختلف 0%، 5/2%، 5%، 5/7% و 10% وزنی سیمان در بتن خودتراکم می‌باشد. نتایج این تحقیق نشان داد که استفاده همزمان از زئولیت و بنتونیت به میزان حداکثر 5% وزنی سیمان می‌تواند نتایج قابل قبولی داشته باشد. بطوریکه باعث افزایش 8% مقاومت فشاری و 11% مقاومت کششی بتن می‌شود. اما این پوزولان‌ها بدلیل جذب آب بالایی که دارند قوام بتن خودتراکم را افزایش می‌دهند و می‌توانند ریسک انسداد بتن را در پشت تراکم آرماتور افزایش دهند.

کلیدواژه‌ها

موضوعات


عنوان مقاله [English]

The Effect of Bentonite and Zeolite Combination on Some Mechanical and Rheological Properties of SCC Concrete

نویسندگان [English]

  • Ashkan KhodaBandehLou 1
  • ali moghtaderi 2
1 Assistant Professor of the Faculty of Engineering, Civil Engineering Department, Urmia Branch, Islamic Azad University, Urmia, Iran
2 Department of Civil Engineering, Urmia Branch, Islamic Azad University, Urmia, Iran
چکیده [English]

Today, the large production of cement in the world, especially in Iran, has become critical. Because the production of cement has caused the production of carbon dioxide gas and increased air pollution in cities. Therefore, in this research, the combination of bentonite and zeolite was used to increase the quality of concrete and reduce the consumption of stone and cement powder. The laboratory program of this research includes five mixed designs with the simultaneous combination of bentonite and zeolite in different ratios of 0%, 2.5%, 5%, 7.5% and 10% by weight of cement in SCC concrete. The results of this research showed that the simultaneous use of zeolite and bentonite up to 5% by weight of cement can have acceptable results. It increases the compressive strength by 8% and the tensile strength by 11%. But these pozzolans increase the hardness of SCC concrete due to their high water absorption and the possibility of the concrete being blocked behind the rebar density increases.

کلیدواژه‌ها [English]

  • SCC Concrete
  • Mineral Pozzolan
  • Zeolite
  • Bentonite
  • Concrete Rheology
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