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Manufacturing artificial lightweight aggregates using coal bottom ash and its application to the lightweight-concretes

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주제분류재료공학

초록

The artificial lightweight aggregate (ALA) was manufactured in a rotary kiln at 1125℃ using green body formed by pelletizing the batch powder composing of coal bottom ash (CBA) produced from power plant, clay and dredged soil (DS). The TCLP (Toxicity characteristic leaching procedure) results showed that the dissolution concentration of heavy metal ions of ALA fabricated in this study was below the limitation defined by the enforcement regulations of wastes management law in Korea. The ALA containing 60~70 wt% CBA had a bulk density of 1.45~1.49 and a water absorption of 17.2~18.5 %. The impact values for oven-dry state and saturated-surface dry state of ALA were 27.4 ± 1.3 and 23.4 ± 2.6 % respectively. The 28-days compressive strength of concrete made with various ALA was 22.7~27.8 N/mm². The slump of concrete with ALA containing CBA 60 and 70 wt% were 7.9 and 14.3 cm respectively. The unit weight of concrete made with any ALA fabricated in this study was satisfied with the standard specifications of lightweight concrete for the civil engineering and construction presented by Korea as below 1.84 ton/m³.

Abstract

The artificial lightweight aggregate (ALA) was manufactured in a rotary kiln at 1125℃ using green body formed by pelletizing the batch powder composing of coal bottom ash (CBA) produced from power plant, clay and dredged soil (DS). The TCLP (Toxicity characteristic leaching procedure) results showed that the dissolution concentration of heavy metal ions of ALA fabricated in this study was below the limitation defined by the enforcement regulations of wastes management law in Korea. The ALA containing 60~70 wt% CBA had a bulk density of 1.45~1.49 and a water absorption of 17.2~18.5 %. The impact values for oven-dry state and saturated-surface dry state of ALA were 27.4 ± 1.3 and 23.4 ± 2.6 % respectively. The 28-days compressive strength of concrete made with various ALA was 22.7~27.8 N/mm². The slump of concrete with ALA containing CBA 60 and 70 wt% were 7.9 and 14.3 cm respectively. The unit weight of concrete made with any ALA fabricated in this study was satisfied with the standard specifications of lightweight concrete for the civil engineering and construction presented by Korea as below 1.84 ton/m³.

참고문헌 (12)

  1. Y.I. Koh, "Consideration on utilization of coal ash mixed with fine particle as drain materials for soft ground", Kor. Geo-Enviro. Soc. Workshop, pp.69~ (2005)
  2. G.L. Yoon, "Korean environmental standards for beneficial use of dredged materials", J. of the Korean Geotechnical Soc, 24(5), pp.5~ (2008)
  3. F. Canpolat, "Use of zeolite, coal bottom ash and fly ash as replacement materials in cement production", Cem. & Conc. Res, 34, pp.731~ (2004)
  4. Ö. Özkan, "Strength properties of concrete incorporating coal bottom ash and granulated blast furnace slag", Waste Management, 27, pp.161~ (2007)
  5. C. Kang, "Site application of the light weight foamed concrete partition wall using bottom ash", Proceeding of Architectural Institute of Kor, 25(1), pp.369~ (2005)
  6. S.J. Park, "Study of monitoring for change of marine environment by dumping dredged materials", J. of the Kor. Soc. Marin Enviro. & Safety, 15 (2007)
  7. Y.T. Kim, "Comparison of compressive behavior characteristics between un-reinforced and reinforced lightweight soils for recycling of dredged soils", J. of Ocean Eng. & Tech, 19(6), pp.44~ (2005)
  8. 김수삼, "준설토와 EPS를 혼합한 경량혼합처리토의 강도 특성", 한국철도학회논문집, 5(2), pp.61~69 (2002), 한국철도학회
  9. 김강덕, "석탄 바닥재와 점토를 이용한 인공경량골재 제조", 한국결정성장학회지, 17(6), pp.277~282 (2007), 한국결정성장학회
  10. "KS F 2581, Testing method for determination of aggregates impacting value-Method of test for production control of aggregates, Korean Standards Association", ~ (2003)
  11. Korea concrete institute, "New Concrete Engineering" (2007), Kimundang
  12. Architectural Institute of Korea, "Standard specification of building construction" (2006), Kimundang

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