Impact Study on Mechanical Properties of Recycled Concrete Based on Waste Brick Aggregates

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Abstract:

Through the experiments of recycling bricks from building waste, the paper studies the mechanical properties and the influence factors of recycled concrete which is based on waste brick aggregates. Using the method of gravels substituted by brick aggregates with the same volume, the optimal mechanical properties can be obtained through adjusting the aggregate contents of different recycled brick sizes, the mix proportion and water consumption of recycled materials. The results of experiments show that there are some key indexes including the bibulous rate of brick aggregates, particle gradations and water consumption, and the optimal size of the brick aggregates ranges from 9.5 mm to 19 mm, and the mechanical properties of recycled concrete are slightly below the referenced concrete by lots of experiments. Therefore, building waste bricks recycled concrete are a kind of very good, sustainable and energy-saving building materials.

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Periodical:

Advanced Materials Research (Volumes 261-263)

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24-28

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Khaloo A R. Properties of concrete using crushed clinker brick as coarse aggregate. ACI Mater J, Vol. 4, (1994), P. 401–406.

DOI: 10.14359/4058

Google Scholar

[2] F. Bektas, K. Wang, H. Ceylan. Effects of crushed clay brick aggregate on mortar durability. Construction and Building Materials, Vol. 23 (2009), P. 1909–(1914).

DOI: 10.1016/j.conbuildmat.2008.09.006

Google Scholar

[3] Ismail Demira, Mehmet Orhan. Reuse of waste bricks in the production line. Building and Environment, Vol. 38 (2003), P. 1451-1455.

DOI: 10.1016/s0360-1323(03)00140-9

Google Scholar

[4] Chi Sun Poon, Dixon Chan. Paving blocks made with recycled concrete aggregate and crushed clay brick. Construction and Building Materials, Vol. 20 (2006), P. 569–577.

DOI: 10.1016/j.conbuildmat.2005.01.044

Google Scholar

[5] Mei-zhu Chen, Jun-tao Lin, Shao-peng Wua, Cong-hui Liu. Utilization of recycled brick powder as alternative filler in asphalt mixture. Construction and Building Materials, Vol. 8 (2010), P. 5-9.

DOI: 10.1016/j.conbuildmat.2010.08.005

Google Scholar

[6] Antonio Eduardo Bezerra Cabral, Valdir Schalch, et al. Mechanical properties modeling of recycled aggregate concrete. Construction and Building Materials, Vol. 24 (2010), P. 421–430.

DOI: 10.1016/j.conbuildmat.2009.10.011

Google Scholar

[7] WANG Wu-xiang. The performance study of recycled concrete using waste concrete and waste sintered brick as raw materials. Building Block & Block Building, Vol. 2 (2009), P. 34-37.

Google Scholar

[8] Chinese National Standard (CNS): Specification for mix proportion design of ordinary concrete (JGJ55-2000), China Architecture & Building Press (2001), in press.

Google Scholar

[9] Ilker B, Sdim S. Properties of concretes produced with waste concrete aggregate. Cement and Concrete Research, Vol. 4 (2004), P. 1307-1312.

DOI: 10.1016/j.cemconres.2003.12.019

Google Scholar