رفتار فشاری و دوام بتن حاوی سنگ‌دانه‌های ضایعاتی جایگزین درشت‌دانه و پودرسنگ مرمر جایگزین سیمان

حسنی, سیدمحمدرضا; نعمت زاده, مهدی

doi:10.48301/kssa.2022.314386.1831

رفتار فشاری و دوام بتن حاوی سنگ‌دانه‌های ضایعاتی جایگزین درشت‌دانه و پودرسنگ مرمر جایگزین سیمان

نوع مقاله : مقاله پژوهشی (کاربردی)

نویسندگان

¹ دانشجوی دکترای ، گروه سازه، دانشکده مهندسی عمران، دانشگاه صنعتی نوشیروانی بابل، بابل، ایران.

² دانشیار، گروه سازه، دانشکده مهندسی و فناوری، دانشگاه مازندران، بابلسر، ایران.

10.48301/kssa.2022.314386.1831

چکیده

بتنهای سبز به‌عنوان بتنهای دوست‌دار محیط‌زیست شناخته میشوند که با استفاده از مواد بازیافتی قابل تولید هستند. در این پژوهش رفتار فشاری و دوام بتن سبز حاوی سنگ‌دانههای ضایعاتی (ضایعات سنگ‌ساب) جایگزین درشت‌دانه و پودرسنگ مرمر جایگزین سیمان به‌صورت آزمایشگاهی ارزیابی شده است. در این مقاله 10 طرح مخلوط به همراه طرح مخلوط شاهد ساخته شده و نتایج آزمونه‌های بتنی با یکدیگر مقایسه شده است. متغیرهای اصلی شامل درصد حجمی سنگ‌دانههای ضایعاتی جایگزین شن با مقادیر 0، 25، 50 و 100 درصد و همچنین، درصد حجمی پودر سنگ مرمر جایگزین سیمان با مقادیر 0، 10 و 20 درصد میباشد. آزمایشهای مقاومت فشاری در 28 روز و نیز درصد جذب آب و تخلخل برای بررسی دوام بتن انجام شده است. طبق نتایج به‌دست‌آمده، سنگ‌دانههای ضایعاتی جایگزین شن، تأثیر منفی و پودر سنگ مرمر جایگزین سیمان، تأثیر مثبتی بر مقاومت فشاری بتن داشتهاند. با جایگزینی 100 درصد سنگ‌دانههای ضایعاتی به جای شن طبیعی، کاهش مقاومت 49 درصد نسبت به آزمونه شاهد و با جایگزینی 10 درصد پودرسنگ مرمر به‌جای سیمان، افزایش مقاومت 4/13 درصد نسبت به آزمونه شاهد مشاهده میشود که این میزان به‌ترتیب کمترین و بیشترین میزان تغییرات مقاومت فشاری بتن در مقایسه با آزمونه شاهد میباشد.

کلیدواژه‌ها

20.1001.1.23829796.1401.19.1.4.0

موضوعات

مهندسی عمران(سازه و زلزله )

عنوان مقاله [English]

Compressive Behavior and Durability of Concrete Containing Waste Aggregates as A Replacement of Coarse Aggregates and Marble Powder as a Replacement of Cement

نویسندگان [English]

Seyed Mohammad Reza Hasani ¹
Mahdi Nematzadeh ²

¹ PhD Candidate, Faculty of Civil Engineering, Babol Noshirvani University, Babol, Iran.

² Associate Professor, Department of Civil Engineering, Faculty of Engineering and Technology, University of Mazandaran, Babolsar, Iran.

چکیده [English]

Green concrete can be produced as environmentally friendly concrete using recycled materials. In this study, the compressive and endurance behavior of green concrete containing waste aggregates as a replacement to coarse (gravel) and cement-replaced marble powders was evaluated experimentally. In the present research, 10 mix designs in addition to the control sample mix design were constructed and compared. The main variables included the volume percentage of waste aggregates as replacement sand with percentages of 0, 25, 50 and 100, and the volume percentage of marble powder as replacement cement with percentages of 0, 10 and 20. Compressive strength at 28 days and water absorption percentage and density tests were performed to evaluate the endurance of concrete. According to the results, gravel substitute waste stone had a negative effect and cement substitute marble powder had a positive effect on the compressive strength of concrete. By replacing gravel with 100% waste stone, approximately 49% reduction in strength was observed compared to the control sample, and by replacing cement with 10% marble powder, approximately 13.4% increase in resistance was observed compared to the control sample, demonstrating the minimum and maximum changes in compressive strength of concrete compared to the control test, respectively.

کلیدواژه‌ها [English]

Marble powder
Waste aggregates
Endurance
Compressive strength
Porosity

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