DOI QR코드

DOI QR Code

A Study on the Mechanical Properties of Polymer Repair-Mortars with CFBC Ash

순환유동층 보일러애시를 활용한 폴리머 보수 모르타르의 역학적 특성에 대한 연구

  • 강용학 (한국건설생활환경시험연구원) ;
  • 임귀환 (한국건설생활환경시험연구원) ;
  • 신동철 (가천대학교 건축공학과) ;
  • 최영철 (가천대학교 토목환경공학과)
  • Received : 2018.08.03
  • Accepted : 2018.08.31
  • Published : 2018.09.01

Abstract

The amount of generated Circulating Fluidized Bed Combustion ash (CFBC ash) is annually increasing, but most CFBC ash has been landfilled and discarded due to the limited utilization. The major chemical compositions of CFBC ash are $SiO_2$, CaO and $CaSO_4$, which could form hydration products by reacting with water as self-cementing property such as cement. The purpose of the this study is to derive the optimal mix proportions to improve polymer-modified mortar with the use of CFBC ash which has the self-cementing property. In order to develop polymer-modified mortar, three mix proportions were determined, and fundamental properties for the mixtures were obtained. As a result, the optimal mixture containing 10 percent of silica fume, 1.0 percent of polymer and 3.5 percent of expansive additives were proposed in this study.

순환유동층 보일러애시(CFBC ash)는 매년 발생량이 증가하고 있으며, 대부분 활용성이 제한되어 매립, 폐기되고 있는 실정이다. 순환유동층 보일러애시의 화학조성 주성분은 $SiO_2$, CaO, $CaSO_4$로써, 물과 반응하여 시멘트와 유사한 자기수경성을 가지고 있다. 본 연구에서는 순환유동층 보일러애시의 자기수경성을 활용하여, 폴리머 혼입 보수 모르타르를 개발하기 위한 최적배합을 도출하고자 하였다. 폴리머 혼입 보수 보르타르 개발을 위해 순차적으로 3 Case의 배합을 설정하고 기초 물성을 확인하였다. 그 결과, 순환유동층 보일러애시에 실리카흄 10% 혼입과 폴리머 1.0% 혼입, 팽창재 3.5% 혼입에서 최적의 결과를 얻을 수 있었다.

Keywords

References

  1. Chindaprasirt, P., Rattanasak, U. (2010), Utilization of blended fluidized bed combustion (FBC) ash and pulverized coal combustion (PCC) fly ash in geopolymer, Waste Manag., 30(4), 667-672. https://doi.org/10.1016/j.wasman.2009.09.040
  2. Kang, Y. H. and Jung, S. H. (2017), Material Properties Circulating Fluidized Bed Combustion Fly Ash and Utilization of Non-sintered Cement Field, Magazine of RCR, 12(2), 26-32. (in Korean) https://doi.org/10.14190/MRCR.2017.12.2.026
  3. Kang, Y. H., Choi, Y. C. (2018), Development of non-sintered zeroOPC binders using circulating fluidized bed combustion ash, Constr. Build. Mater., 178, 562-573. https://doi.org/10.1016/j.conbuildmat.2018.05.184
  4. Kim, H. J. and Mun, K. J. (2017), Utilizetion of Circulating Fludized Bed Combustion (CFBC) Fly Ash for Dredged Soils Construction Applications, Magazine of RCR, 12(2), 40-49. (in Korean) https://doi.org/10.14190/MRCR.2017.12.2.040
  5. Lee, S. H. and Kim, G. S.(2017) Self-cementitious cementing hydration of circulating fluidized bed combustion fly ash, J. Korean Ceram. Soc., 54 (2), 128-136. https://doi.org/10.4191/kcers.2017.54.2.07
  6. Li, X. G., Chen, Q. B., Huang, K. Z., Ma B. G., Wu B. (2012), Cementitious properties and hydration mechanism of circulating fluidized bed combustion (CFBC) desulfurization ashes, Constr. Build. Mater., 36, 182-187. https://doi.org/10.1016/j.conbuildmat.2012.05.017
  7. Mun, K. J. and Kwon, S. J. (2014), Construction Materials Utilizing Byproduct from Circulating Fluidized Bed Boiler, Magazine of RCR, 9(3), 8-12. (in Korean) https://doi.org/10.14190/MRCR.2014.9.3.008
  8. Sheng, G., Li, Q., Zhai, J. (2012), Investigation on the hydration of CFBC fly ash, Fuel, 98, 61-66. https://doi.org/10.1016/j.fuel.2012.02.008
  9. KS F 2424 (2015), Testing method for length change of mortar and concrete, Korean agency for Technology and Standard.
  10. KS F 2476 (2017), Test method for polymer-modified mortar, Korean agency for Technology and Standard.
  11. KS F 4042 (2012), Polymer modified cement mortar for maintenance in concrete structure, Korean agency for Technology and Standard.
  12. KS L 5109 (2017), Testing method for mechanical mixing of hydraulic cement pastes and mortars of plastic consistency, Korean agency for Technology and Standard.
  13. KS L ISO 679 (2006), Methods of testing cements-Determination of strength, Korean agency for Technology and Standard.

Cited by

  1. 순환자원 활용 말뚝채움재의 실내모형시험을 통한 주면마찰력 비교 연구 vol.23, pp.3, 2018, https://doi.org/10.14577/kirua.2021.23.3.1