مطالعه پتانسیل واکنش‌زایی قلیایی سیلیسی سنگدانه‌های تعدادی از معادن شن و ماسه مورد استفاده در بتن در غرب ایران

نویسندگان

1 مرکز تحقیقات راه مسکن و شهرسازی

2 عضو هیئت علمی مرکز تحقیقات راه مسکن و شهرسازی

چکیده

سنگدانه‌ها به عنوان یکی از اجزاء اصلی بتن، تاثیر بسزایی بر مقاومت و دوام بتن خواهند داشت. یکی از مشکلات مهم سنگدانه‌های برخی نقاط کشور، احتمال واکنش‌زایی قلیایی سیلیسی بین سیلیس سنگدانه‌ها و قلیایی‌های موجود سیمان در آب حفره ای بتن در طول زمان است. به دلیل استفاده این سنگدانه‌ها در ساخت و سازهای مختلف به ویژه سازه‌های هیدرولیکی، ارزیابی دقیق این مصالح از نظر واکنش‌زایی با قلیایی‌های سیمان از اهمیت قابل توجهی برخوردار است.

در پژوهش حاضر ، به مطالعه و ارزیابی پتانسیل سنگدانه‌های تعدادی از معادن استان زنجان، کرمانشاه و کردستان پرداخته شده است. در این مطالعه جهت ارزیابی پتانسیل واکنش‌زایی مصالح از آزمون‌های پتروگرافی بر روی سنگدانه مطابق استاندارد ASTM C295، آزمون تسریع شده منشور ملات طبق استاندارد ASTM C1260 و آزمون تعیین تغییر طول منشور بتنی طبق استاندارد ASTM C1293 استفاده شد. بر اساس نتایج ، مشاهده گردید که پتانسیل واکنش‌زایی در برخی از معادن سطح هر سه استان‌ وجود دارد و می‌بایست جهت استفاده از این سنگدانه‌ها در سازه‌های بتنی در تماس با رطوبت از اقدامات پیشگیرانه همچون استفاده از سیمان‌های کم قلیا یا پوزولان با مقدار مشخص و بهینه استفاده نمود.

کلیدواژه‌ها

موضوعات


عنوان مقاله [English]

A study of Alkali Silica Reactivity of Some of Aggregates Used in Concrete in the West of Iran

نویسندگان [English]

  • ali Dousti 1
  • Sohrab Veiseh 2
1 استادیار بخش مصالح
2 Faculty member of Road, Housing & Urban Development Research Center, Tehran, Iran
چکیده [English]

The aggregates as a prominent part of concrete mixture have significant impact on durability and strength of concrete. One of the most important problems attributed to some part of aggregates in Iran are reported to possibly deleterious alkali silica reaction between the hydroxyl ions (OH−) in the pore solution and reactive silica in the aggregate over the time. So, investigation of alkali-silica reaction potential for aggregate in this area is so invaluable because of high consumption of these suspicious materials in the construction of varied hydraulic structures.

In present study, alkali silica reactivity of aggregate in a number of mines in West of Iran including Zanjan, Kermanshah and Kordestan province has been investigated comprehensively. In this regard, in order to evaluate alkali silica reactivity of aggregates, petrography examination of aggregate according to ASTM C295, alkali silica reactivity mortar bar testing according to ASTM C1260 and determination of length change of concrete due to alkali silica reaction according to ASTM C1293 was used. Based on results obtained in present study, it was concluded that alkali silica reactivity was observed at a number of aggregates placed in every three studied province and in order to using of these aggregate at concrete structures exposed to water, preventive action including using low alkali cement or pozzolan could be useful.

کلیدواژه‌ها [English]

  • Concrete Durability
  • Aggregate
  • Concrete Structures
  • Hydraulic Structure
  • Alkali silica Reaction
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