DOI QR코드

DOI QR Code

An Experimental Study on Engineering Properties of Self-healing Mortar according to PCC(Powder Compacted Capsule) Size and Mixing Ratio

PCC(Powder Compacted Capsule) 크기 및 혼입율에 따른 자기치유 모르타르의 공학적 특성에 관한 실험적 연구

  • Jae-In, Lee (Department of Architectural Engineering, Wonkwang University) ;
  • Chae-Young, Kim (Department of Architectural Engineering, Wonkwnag University) ;
  • Se-Jin, Choi (Department of Architectural Engineering, Wonkwnag University)
  • 이재인 (원광대학교 건축공학과) ;
  • 김채영 (원광대학교 건축공학과) ;
  • 최세진 (원광대학교 건축공학과 )
  • Received : 2022.11.15
  • Accepted : 2022.12.06
  • Published : 2022.12.30

Abstract

In this study, as part of a study to improve the self-healing performance of concrete structures by applying self-healing capsules made of cementitious materials to cement composite materials, the engineering characteristics of mortars according to PCC(Powder Compacted Capsule) size and mixing ratio were compared and analyzed. For this, fluidity, compressive strength, reload test, carbonation, ultrasonic velocity, and water permeability characteristics were measured according to PCC size and mixing ratio of mortar. As a result of the measurement, the fluidity and compressive strength increased as the mixing ratio of PCC increased, and in the case of the load reload test, the healing ratio increased as the mixing ratio of PCC increased in the 03PC formulation. In the case of water permeability test, it was found that when PCC was used, the reduction ratio of water flow was up to 35 % higher than that of Plain, and when PCC with a size of 0.3 to 0.6 mm was mixed with 15 %, it was found to be effective in improving the crack healing ratio of the mortar.

본 연구에서는 시멘트 복합체에 시멘트계 재료로 구성된 자기치유 캡슐을 적용하여 콘크리트 구조물의 자기치유 성능을 향상시키기 위한 연구의 일환으로 PCC(Powder Compacted Capsule) 크기 및 혼입율에 따른 모르타르의 공학적 특성을 비교ㆍ분석하였다. 이를 위해 PCC 크기 및 혼입율에 따른 모르타르의 유동성, 압축강도, 하중재부하 시험, 탄산화, 초음파속도, 투수 특성 등을 측정하였다. 측정 결과, PCC의 혼입율이 증가할수록 유동성과 압축강도가 증가하였으며, 치유특성 검토를 위해 진행한 하중재부하 시험의 경우 03PC 배합에서 PCC 혼입율이 증가할수록 치유율이 증가하였다. 정수위투수 시험의 경우 PCC를 사용할 경우 유출수량 감소율이 Plain 배합에 비해 최대 35 % 높은것으로 나타났으며, 크기 0.3~0.6 mm의 PCC를 15 % 혼입할 시 모르타르의 균열 치유율 향상에 효과적인 것으로 나타났다.

Keywords

Acknowledgement

This research was supported by the Basic Science Research Program thought the National Research Foundation of Korea(NRF) funded by the Ministry of Education(NRF2019 R1I1A3A01049510). This work was also supported by a National Research Foundation of Korea(NRF) grant funded by the Korean government (MSIT)(NO.2020R1A4A3079595).

References

  1. Beglarigale, A., Eyice, D., Seki, Y., YalCinkaya, C., Copuroglu, O., Yazici, H. (2021). Sodium silicate/polyurethane microcapsules synthesized for enhancing self-healing ability of cementitious materials: optimization of stirring speeds and evaluation of self-healing efficiency, Journal of Building Engineering, 39, 102279.
  2. Chen, H.J., Peng, C.F., Tang, C.W., Chen, Y.T. (2019), Self-healing concrete by biological substratio, Materials, 12(24), 4099.
  3. Cheng, Y., Zhang, Y., Jiao, Y., Yang, J. (2016). Quantitative analysis of concrete property under effects of crack, freeze-thaw and carbonation, Construction and Building Materials, 129, 106-115. https://doi.org/10.1016/j.conbuildmat.2016.10.113
  4. Choi, S.J., Bae, S.H., Ji, D.M., Kim, S.H. (2022). Effects of capsule type on the characteristics of cement mortars containing powder compacted capsules, Materials, 15(19), 6773.
  5. Choi, S.J., Bae. S.H., Lee, J.I., Bang, E.J., Ko, H.M.(2021). Strength, carbonation resistance, and chloride-ion penetrability of cement mortars containing catechol-functionalized chitosan polymer, Materials, 14(21), 6395.
  6. Hu, Z.X., Hu, X.M., Cheng, W.M., Zhao, Y.Y., Wu, M.Y. (2018). Performance optimization of one-component polyurethane healing agent for self-healing concrete, Construction and Building Materials, 179, 151-159. https://doi.org/10.1016/j.conbuildmat.2018.05.199
  7. Jiang, S., Lin, Z., Tang, C., Hao, W. (2021). Preparation and mechanical properties of microcapsule-based self-healing cementitious composites, Materials, 14(17), 4866.
  8. Jonkers, H.M. (2021). Bacteria-based self-healing concrete, In-Genium; no.1, 84-93.
  9. Lee, J.I., Bae, S.H., Kim, J.H., Choi, S.J. (2022). Effect of cementitious materials on the engineering properties of lightweight aggregate mortars containing recycled water, Materials, 15(5), 1967.
  10. Li, W., Dong, B., Yang, Z., Xu, J., Chen, Q., Li, H., Xing, F., Jiang, Z. (2018). Recent advances in intrinsic self-healing cementitious materials, Advanced Materials, 30(17), 1705679.
  11. Li, W., Jiang, W.Z., Yang, Z., Zao, N., Yuan, W. (2013). Self-healing efficiency of cementitious materials containing microcapsules filled with healing adhesive: mechanical restoration and healing process monitored by water absorption, PLos ONE, 8(11), e81616.
  12. Liu, H., Zhang, Q., Gu, C., Su, H., Li, V. (2017). Self-healing of microcracks in engineered cementitious composites under sulfate and chloride environment, Construction and Building Materials, 153, 948-956.
  13. Liu, Z., Van den Heede, P., De Belie, N. (2021). Effect of the mechanical load on the carbonation of concrete: a review of the underlying mechanisms, test methods, and results, Materials, 14(16), 4407.
  14. Luo, J., Chen, X., Crump, J., Zhou, H., Davies, D.G., Zhou, G., Zhang, N., Jin, C. (2018). Interactions of fungi with concrete: significant importance for bio-based self-healing concrete, Construction and Building Materials, 164, 275-285. https://doi.org/10.1016/j.conbuildmat.2017.12.233
  15. Luo, M., Qian, C.X., Li, R.Y. (2015). Factors affecting crack repairing capacity of bacteria-based self-healing concrete, Construction and Building Materials, 87, 1-7. https://doi.org/10.1016/j.conbuildmat.2015.03.117
  16. Lv, Z., Chen, D. (2014). Overview of recent work on self-healing in cementitious materials, Materiales de Construccion, 64(316), e034-e034. https://doi.org/10.3989/mc.2014.05313
  17. Nam, E.J., Oh, S.R., Kim, C.G., Choi, Y.W. (2021). An experimental study on the self-healing performance of solid capsules according to the composition ratio of crystal growth type inorganic materials, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(2), 16-22 [in Korean].
  18. Sahmaran, M., Yildirim, G., Erdem, T.K. (2013). Self-healing capability of cementitious composites incorporating different supplementary cementitious materials, Cement and Concrete Composites, 35(1), 89-101. https://doi.org/10.1016/j.cemconcomp.2012.08.013
  19. Tang, W., Kardani, O., Cui, H. (2015). Robust evaluation of self-healing efficiency in cementitious materials-a review, Construction and Building Materials, 81, 233-247. https://doi.org/10.1016/j.conbuildmat.2015.02.054
  20. Van Mullem, T., Gruyaert, E., Caspeele, R., De Belie, N. (2020). First large scale application with self-healing concrete in Belgium: analysis of the laboratory control tests, Materials, 13(4), 997.
  21. Van Tittelboom, K., De Belie, N. (2013). Self-healing in cementitious materials-a review, Materials, 6(6), 2182-2217. https://doi.org/10.3390/ma6062182
  22. Wang, J.Y., Soens, H., Verstraete, W., De Belie, N. (2014). Self-healing concrete by use of microencapsulated bacterial spores, Cement and Concrete Research, 56, 139-152. https://doi.org/10.1016/j.cemconres.2013.11.009
  23. Wiktor, V., Jonkers, H.M. (2011). Quantification of crack-healing in novel bacteria-based self-healing concrete, Cement and Concrete Composites, 33(7), 763-770. https://doi.org/10.1016/j.cemconcomp.2011.03.012
  24. Yoon, H.S., Lee, J.Y., Yang, K.H., Park, S.H. (2022). Evaluation of the crack healing efficiency of mortar incorporating self-healing pellets based on cementitious materials, Journal of the Architectural Institute of Korea, 38(4), 207-215 [in Korean].
  25. Zhang, P., Dai, Y., Ding, X., Zhou, C., Xue, X., Zhao, T. (2018). Self-healing behaviour of multiple microcracks of strain hardening cementitious composites(SHCC), Construction and Building Materials, 169, 705-715. https://doi.org/10.1016/j.conbuildmat.2018.03.032