برسی تأثیر مصرف تنها و ترکیبی ضایعات گرانیت و ضایعات سرامیک پرسلان بر رفتار بتن پودری واکنشی

نوع مقاله : مقاله پژوهشی

نویسندگان

گروه مهندسی عمران، واحد خمینی شهر، دانشگاه آزاد اسلامی، خمینی شهر، ایران.

چکیده

در ساخت بتن پودری واکنشی ماسه‌ی سیلیسی زیادی مصرف می‌شود. برای کاهش مصرف ماسه‌ی‌ سیلیسی، استفاده از ضایعات، گزینه‌ مناسبی است. در این تحقیق تأثیر جایگزینی پودر ضایعات گرانیت (GWP) و همچنین جایگذاری ضایعات سرامیک پرسلان (PCW) و پودر ضایعات گرانیت به صورت ترکیبی به جای ماسه‌ی‌ ‌سیلیسی در ساخت بتن RPC، با 9 طرح اختلاط مورد بررسی قرار گرفت. میکروسیلیس با دو مقدار ۵/۱۲ و 25 درصد وزن سیمان مصرف شد. در همه طرح‌ها نسبت آب به مواد سیمانی (W/CM) برابر با20% و ابر روان کننده (SP) برابر 2% وزن سیمان در نظر گرفته شد. 50% و 75% وزن ماسه‌ی ‌سیلیسی در طرح های مختلف، با ضایعات گرانیت جایگزین شد. درطرح‌های ترکیبی، 50% از وزن ضایعات گرانیت با ضایعات سرامیک پرسلان جایگزین شد. نمونه‌ها با بخار آب در دمای 95 درجه سانتی‌گراد برای آزمایش مقاومت فشاری و خمشی به مدت 3، 7، 14و 28 روز عمل‌آوری شدند. طرحی که حاوی مواد سیمانی با 25% میکروسیلیس و مواد ماسه‌ای متشکل از 50% ماسه‌ی سیلیسی و 50% ضایعات ترکیبی بود، بالاترین مقاومت فشاری در تمام سنین را بدست آورد. مقاومت ۲۸ روزه طرح شاهد ۱۴۷ مگاپاسکال بود. کمترین مقاومت فشاری در طرح حاوی میکروسیلیس ۵/۱۲% و 75% ضایعات گرانیت تنها دیده شد. در آزمایش مقاومت خمشی بالاترین مقاومت در طرحی که حاوی 75% ضایعات ترکیبی و 25% میکروسیلیس بود مشاهده شد. میانگین مقاومت همه طرح های اختلاط 159 مگاپاسکال شد؛ به این ترتیب در تمام طرح های اختلاط بتن ساخته شده از نظر مقاومت در محدودة بتن RPC قرار داشت.

کلیدواژه‌ها

موضوعات

عنوان مقاله [English]

Investigating the Effect of Using Granite Waste and Combining Porcelain Ceramic Waste on the Mechanical Behavior of Reactive Powder oncrete (RPC)

نویسندگان [English]

  • Hossein Esmaeili Malekabadi
  • Seyed Behzad Talaeitaba
Department of Mechanical, Civil and Architectural Engineering, Kho.C., Branch, Islamic Azad University, Iran
چکیده [English]

In the manufacture of reactive powder concrete (RPC), a large amount of silica sand is consumed. To reduce the dependence of RPC concrete on silica sand, using waste is a very suitable and low-cost option. In this research, the effect of replacing granite waste powder (GWP) as well as placing porcelain ceramic waste (PCW) and granite waste powder as a combination instead of silica sand in making RPC concrete was investigated with 9 mixing designs. Microsilica was used with 12.5% and 25% of cement weight. In all designs, the ratio of water to cement materials (W/CM) was considered equal to 20% and super-lubricant (SP) equal to 2% of cement weight. The consumption of granite waste was replaced by 50 and 75% of the weight of silica sand, and in combined designs, 50% of the weight of granite waste was replaced with porcelain ceramic waste. The samples were baked with water vapor at 95°C for 3, 7, 14 and 28 days to test the compressive and bending strength. The design that contained cementitious materials with 25% microsilica and sand materials consisting of 50% silica sand and 50% combined waste obtained the highest compressive strength at all ages. The lowest compressive strength, which was even lower than the control design, was seen in the design containing 12.5% microsilica and 75% granite without porcelain ceramic waste. In the bending strength test, the highest strength was observed in the design that contained 75% combined waste and 25% microsilica.

کلیدواژه‌ها [English]

  • Reactive Powder Concrete
  • Compressive Strength
  • Granite Waste
  • Ceramic Waste
  • Flexural Strength

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نشریه مهندسی عمران امیرکبیر
دوره 57، شماره 9
آذر 1404
صفحه 1571-1596

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