Abstract
The characteristics of chloride ingress into mortar containing ceramic waste aggregate (CWA) were investigated by using an electron probe micro-analyzer. The CWA was produced from electric porcelain insulator wastes via the processes of crushing and grinding. The CWA mortar in which entire fine aggregate was replaced with the CWA was studied in comparison with typical river sand (RS) mortar. For both mortars, the water to cement ratio (W/C) was varied at 0.4, 0.5, and 0.6. The chloride ingress was introduced to the mortars through the immersion in a 5.0 wt% sodium chloride solution for 24, 48, and 96 weeks. It is clearly evident that the CWA mortar had smaller chloride penetration than the RS mortar. Furthermore, to manifest how the CWA reduced the chloride ingress, either the pore size distribution of the CWA and the RS mortars or the zeta potential on the CWA and the RS particles in a high-alkaline solution simulating the pore solution was conducted. The CWA mortars had much lower pore volume than the RS mortars, whereas the zeta potential of both particles was not markedly different. It was thus indicated that the pore size distribution is of greater influence than the zeta potential.
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Ay N, Ünal M (2000) The use of waste ceramic tile in cement production. Cem Concr Res 30:497–499
Hata H, Nakashita A, Ohmura T, Itou H (2004) Strength development of concrete containing granulated abandonment insulator (in Japanese). Proc Jpn Concr Inst 26(1):1683–1688
de Brito J, Pereira AS, Correia JR (2005) Mechanical behavior of non-structural concrete made with recycled ceramic aggregates. Cem Concr Compos 27:429–433
Senthamarai RM, Devadas Manoharan P (2005) Concrete with ceramic waste aggregate. Cem Concr Compos 27:910–913
Correia JR, de Brito J, Pereira AS (2006) Effects on concrete durability of using recycled ceramic aggregates. Mater Struct 39:169–177
Binici H (2007) Effect of crushed ceramic and basaltic pumice as fine aggregates on concrete mortars properties. Constr Build Mater 21:1191–1197
Guerra I, Vivar I, Llamas B, Juan A, Moran J (2009) Eco-efficient concretes: the effects using recycled ceramic material from sanitary installations on the mechanical properties of concrete. Waste Manag 29:643–646
Lavat AE, Trezza MA, Poggi M (2009) Characterization of ceramic roof tile wastes as pozzolanic admixture. Waste Manag 29:1666–1674
Gomes M, de Brito J (2009) Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: durability performance. Mater Struct 42:663–675
Suzuki M, Meddah MS, Sato R (2009) Use of porous ceramic waste aggregates for internal curing of high-performance concrete. Cem Concr Res 39:373–381
Pacheco-Torgal F, Jalali S (2010) Reusing ceramic wastes in concrete. Constr Build Mater 24:832–838
Torkittikul P, Chaipanich A (2010) Utilization of ceramic waste as fine aggregate within Portland cement and fly ash concretes. Cem Concr Compos 32:440–449
Jacintho AEPGA, Campos MA, Paulon VA, Camarini G, Lintz RCC, Barbosa LAG (2010) The use of crushed porcelain electrical isolators as fine aggregate in mortars. In: Castro-Borges P et al (eds) Proc of Concr under severe conditions, pp 1593–1600
Senthamarai RM, Devadas Monoharan P, Gobinath D (2011) Concrete made from ceramic industry waste: durability properties. Constr Build Mater 25:2413–2419
Pacheco-Torgal F, Jalali S (2011) Compressive strength and durability properties of ceramic wastes based concrete. Mater Struct 44:155–167
Takeda K, Murakami K, Mutaguchi K (2011) The basic characteristics of porous concrete using insulator for coarse aggregate (in Japanese). Proc Jpn Concr Inst 33(1):1469–1474
Medina C, Sánchez de Rojas MI, Frías M (2012) Reuse of sanitary ceramic wastes as coarse aggregate in eco-efficient concretes. Cem Concr Comp 34:48–54
Vejmelková E, Keppert M, Rovnaníková P, Ondráček M, Keršner Z, Černý R (2012) Properties of high performance concrete containing fine-ground ceramics as supplementary cementitious material. Cem Concr Compos 34:55–61
Medina C, Frías M, Sánchez de Rojas MI (2012) Microstructure and properties of recycles concretes using ceramic sanitary ware industry as coarse aggregate. Constr Build Mater 31:112–118
Jiménez JR, Ayuso J, López M, Fernández JM, de Brito J (2013) Use of fine recycled aggregates from ceramic waste in masonry mortar manufacturing. Constr Build Mater 40:679–690
Higashiyama H, Yagishita F, Sano M, Takahashi O (2012) Compressive strength and resistance to chloride penetration of mortars using ceramic waste as fine aggregate. Constr Build Mater 26:96–101
Higashiyama H, Sappakittipakorn M, Sano M, Yagishita F (2012) Chloride ion penetration into mortar containing ceramic waste aggregate. Constr Build Mater 33:48–54
Higashiyama H, Yamauchi K, Sappakittipakorn M, Sano M, Takahashi O (2013) A visual investigation on chloride ingress into ceramic waste aggregate mortars having different water to cement ratios. Constr Build Mater 40:1021–1028
Sano M, Tobi N, Takahashi O, Sakai K (2009) Study on recycling crushed insulator to safe shaped aggregate (in Japanese). J Jpn Inst Aggreg Technol 41(163):117–125
JIS A 5005 (2010) Crushed stone and manufactured sand for concrete (in Japanese). Japanese Industrial Standards, pp 146–148
JSCE-G 505-1999 (2005) Test methods for compressive strength of mortar and cement paste using cylindrical specimens (in Japanese). Standard specifications for concrete structures, -Test methods and specifications-, Japan Society of Civil Engineers, pp 247–248
JSCE-G 574-2010 (2010) Area analysis method of elements distribution in concrete by using EPMA (in Japanese). Standard specifications for concrete structures, -Test methods and specifications-, Japan Society of Civil Engineers, pp 333–343
Mehta PK, Monterio PJM (1996) Concrete: microstructure, properties, and materials, 2nd edn. McGraw-Hill, New York
Schmidt F, Rostásy FS (1993) A method for the calculation of the chemical composition of the concrete pore solution. Cem Concr Res 23:1159–1168
Song HW, Lee CH, Ann KY (2008) Factors influencing chloride transport in concrete structures exposed to marine environments. Cem Concr Compos 30:113–121
Thomas MDA, Bamforth PB (1999) Modelling chloride diffusion in concrete effect of fly ash and slag. Cem Concr Res 29:487–495
Ring KA, Thomas MDA, Folliard KJ (2013) Apparent diffusivity model for concrete containing supplementary cementitious materials. ACI Mater J 110(6):705–713
Mangat PS, Molloy BT (1994) Prediction of long term chloride concentrations in concrete. Mater Struct 27:338–346
Yang CC (2006) On the relationship between pore structure and chloride diffusivity from accelerated chloride migration test in cement-based materials. Cem Concr Res 36:1304–1311
Moon HY, Kim HS, Choi DS (2006) Relationship between average pore diameter and chloride diffusivity in various concretes. Constr Build Mater 20:725–732
Acknowledgments
The authors wish to acknowledge the financial support of JSPS KAKENHI (Grant Number 25420468), Graduate School of Science and Engineering, Kinki University, and The Kanden L&A Company, Ltd. Furthermore, the authors are also grateful to Mr. K. Nakayama and Mr. T. Kitanobou of Chuken Consultants Co. Ltd and Mr. R. Nakajima of Shimadzu Techno-Research, Inc. for their valuable comments on the EPMA and the zeta potential measurement.
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Higashiyama, H., Sappakittipakorn, M., Sano, M. et al. Characteristics of chloride ingress into mortars containing ceramic waste aggregate. J Mater Cycles Waste Manag 17, 513–521 (2015). https://doi.org/10.1007/s10163-014-0264-8
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DOI: https://doi.org/10.1007/s10163-014-0264-8