Influence of Physical Strengthening Technology on the Properties of Recycled Coarse Aggregate

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This paper studied the properties improvement of recycled coarse aggregate by the physical strengthening technology (particle-shaping method). Through the analysis for obtained properties which consist of density, crush index, bulk density and water absorption. etc of recycled coarse aggregates in different strengthening technologies, the categories of recycled coarse aggregate could be assessed and determined. The results showed that ordinary recycled coarse aggregates that was handled twice by using particle shaping equipment can achieve the standard of class Iaggregates and its water absorption ratio at 24h was 1.2%, the apparent density reached 2575kg/m3, crush index value was 9%, the void ratio was 45%, all property parameters were close to those of natural coarse aggregate.

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1074-1078

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January 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] Quan Hongzhu, Tateyashiki Kushi, Kasami Hideo. Properties of highly processing recycled aggregate from high-strength concrete using various cements (Vol. 2), Academic proceeding of Japan Construction Institution. 2002. 8: 1017~1020.

Google Scholar

[2] C.J. Kibert. Concrete/Masonry Recycling Progress in the USA[C]. Demolition and Reuse of Concrete and Masonry. New York: F&FN Spon,(1994).

DOI: 10.1201/9781482271270-21

Google Scholar

[3] Li Qiuyi. Strengthen technique of recycled concrete aggregates, the special seminar of the high strength and high performance concrete and its application , (2005).

Google Scholar

[4] The national standard of the people's Republic of China. 《Recycled coarse aggregates for concrete》(GB25177-2010), 2010. 9.

Google Scholar

[5] Li Qiuyi, Li Yunxia, Zhu Chongji. Influence of particle shaping on performance of recycled coarse aggregates [J]. materials science and technology , 2005(6): 579-585.

Google Scholar

[6] Li Yunxia, Li Qiuyi, Zhao Tiejun. Research progress of recycled aggregates and recycled concrete [J]. Journal of Qingdao Technological University, 2005(5): 16 19.

Google Scholar

[7] Sun Yuedong, Xiao Jian Zhuang. Recycled concrete aggregates [J]. concrete, 2004 (6): 33 36.

Google Scholar