INFLUENCE OF ACID TREATMENT AND CARBONATION ON THE PROPERTIES OF RECYCLED CONCRETE AGGREGATE

被引:11
作者
Radevic, Aleksandar [1 ]
Despotovic, Iva [2 ]
Zakic, Dimitrije [1 ]
Oreskovic, Marko [1 ]
Jevtic, Dragica [1 ]
机构
[1] Univ Belgrade, Fac Civil Engn, Bulevar Kralja Aleksandra 73, Belgrade 11000, Serbia
[2] Univ Belgrade, Coll Appl Studies Civil Engn & Geodesy, Belgrade, Serbia
关键词
accelerated carbonation; pre-soaking in acid; recycled concrete aggregate; SELF-COMPACTING CONCRETE; MICROSTRUCTURAL ANALYSIS; RESISTANCE; STRENGTH; MORTAR;
D O I
10.2298/CICEQ161202014R
中图分类号
O69 [应用化学];
学科分类号
081704 ;
摘要
Recycled concrete aggregate (RCA), obtained by crushing of original (old) concrete, consists of natural aggregate grains and a cement mortar matrix. The presence of old adhered cement mortar, which has higher porosity than natural aggregate, causes unfavourable properties of RCA. The research conducted in order to improve the quality of RCA and to enable its greater application in the construction industry is presented in this paper. Therefore, RCA was subjected to quality improvement treatments with hydrochloric acid and carbon dioxide (accelerated carbonation). The first procedure was aimed at partially removing the adhered cement mortar and the second at reinforcing the cement matrix. The physical, mechanical and chemical properties of all three types of RCA were tested. After the pre-soaking acid treatment (0.1 mol/dm(3) HCl), RCA showed reduced water absorption (up to 3%); the process of accelerated carbonation also led to reduced water absorption (13-20%) as well as to improved mechanical properties (similar to 10%). A scanning electron microscopy investigation revealed that the carbonation process, as expected, significantly reduces porosity of RCA. The overall results show that if RCA is obtained by crushing of compact, high-quality concrete, the procedures of aggregate quality improvement are not necessary.
引用
收藏
页码:23 / 30
页数:8
相关论文
共 46 条
[1]   Microwave-assisted beneficiation of recycled concrete aggregates [J].
Akbarnezhad, A. ;
Ong, K. C. G. ;
Zhang, M. H. ;
Tam, C. T. ;
Foo, T. W. J. .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (08) :3469-3479
[2]   Evaluation of of various treatment methods for enhancing the physical and morphological properties of coarse recycled concrete aggregate [J].
Al-Bayati, Hanaa Khaleel Alwan ;
Das, Prabir Kumar ;
Tighe, Susan L. ;
Baaj, Hassan .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 112 :284-298
[3]   Recycled aggregate from C&D waste & its use in concrete - A breakthrough towards sustainability in construction sector: A review [J].
Behera, Monalisa ;
Bhattacharyya, S. K. ;
Minocha, A. K. ;
Deoliya, R. ;
Maiti, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 68 :501-516
[4]   Carbonation of CH and C-S-H in composite cement pastes containing high amounts of BFS [J].
Borges, Paulo H. R. ;
Costa, Juliana O. ;
Milestone, Neil B. ;
Lynsdale, Cyril J. ;
Streatfield, Roger E. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (02) :284-292
[5]  
Carevic V., 2016, DIMK C SAVR MAT KONS, P79
[6]   A three-step method for the recovery of aggregates from concrete [J].
Gao, Xiao Xiao ;
Cyr, Martin ;
Multon, Stephane ;
Sellier, Alain .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 45 :262-269
[7]   Modification of recycled concrete aggregate by calcium carbonate biodeposition [J].
Grabiec, Anna M. ;
Klama, Justyna ;
Zawal, Daniel ;
Krupa, Dana .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 34 :145-150
[8]   Effect of surface treatment methods on the properties of self-compacting concrete with recycled aggregates [J].
Guneyisi, Erhan ;
Gesoglu, Mehmet ;
Algin, Zeynep ;
Yazici, Halit .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 64 :172-183
[9]   Mechanical strength and drying shrinkage properties of concrete containing treated coarse recycled concrete aggregates [J].
Ismail, Sallehan ;
Ramli, Mahyuddin .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 68 :726-739
[10]   Engineering properties of treated recycled concrete aggregate (RCA) for structural applications [J].
Ismail, Sallehan ;
Ramli, Mahyuddin .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 44 :464-476