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A Study on the Adhesion Properties of Polymer-Cement Composites for Repairing Cracks in RC Structures

RC 구조물의 균열 보수용 폴리머 시멘트 복합체의 접착특성에 관한 연구

  • Jo, Young-Kug (Department of Architectural Engineering, Chungwoon University) ;
  • Hong, Dae-Won (Department of Architectural Engineering, Chungwoon University) ;
  • Kwon, Woo-Chan (Department of Architectural Engineering, Chungwoon University) ;
  • Kim, Wan-Ki (Department of Architectural Engineering, Hyupsung University)
  • Received : 2021.12.11
  • Accepted : 2022.02.09
  • Published : 2022.02.20

Abstract

The purpose of this study is to evaluate the adhesion properties of polymer cement composites for crack repair of an RC structure. Polymer cement composites are manufactured from cement, three types of polymers and silica fume, and the mixture is designed by adjusting the water cement ratio and AE reducing agent so that the viscosity target of the polymer cement composites is 700mPa·s or less. According to the test results, the Type-A adhesion in tension of the polymer cement composite exceeded the adhesion standard of 1.0MPa of the polymer finishing material, and furthermore, depending on the type of polymer, the adhesion in tension was highest for SAE, followed in descending order by EVA, and SBR. In addition, the adhesion in tension of Type-B is up to 1/4.5 lower than that of Type-A, but the incorporation of silica fume shows a significant improvement in terms of adhesion in tension. Based on this study, the basic mixing design of the polymer cement composites required for viscosity and adhesive performance required for crack repair of the RC structure was completed. It could be proposed as an optimal mixing design under conditions for intermixing polymer type EVA, SAE, and P/C 80%-100%.

본 연구의 목적은 RC 구조물의 균열 보수용 폴리머 시멘트 복합체의 접착성능을 평가하기 위함이다. 폴리머 시멘트 복합체는 시멘트, 폴리머와 실리카흄으로 제조하였으며, 점도가 700mPa·s 이하가 되도록 물시멘트비와 AE 감수제의 혼입량을 조정하였다. 연구결과, Type-A 인장접착강도는 폴리머계 마감 재료의 접착기준인 1.0MPa을 상회하였으며, 폴리머 종류에 따라 SAE, EVA, SBR 순으로 높은 인장접착강도를 나타냈다. 또한 Type-B의 인장접착강도는 Type-A에 비해 최대 1/4.5의 낮은 강도를 나타냈으나 실리카흄의 혼입에 따른 상당한 강도개선 효과를 보였다. RC 구조물의 균열 보수에 필요한 점도와 접착성능을 위해 EVA와 SAE의 폴리머 시멘트비 80%~100% 범위에서 일정량의 실리카 흄을 혼입하는 조건을 최적배합설계로 제안할 수 있었다.

Keywords

Acknowledgement

This work was supported by the National Research Foundation of Korea(NRF) grant funded by the Korea government (MSIT)(No.2021R1F1A1046181) and academic research fund of Chungwoon University in 2021.

References

  1. Choi SJ, Choi JW, Kwon SJ. Study on cracking causes and patterns in median barrier and guardrail concrete in RC bridge. Journal of the Korea Institute for Structural Maintenance and Inspection. 2014 Sep;18(5):19-26. https://doi.org/10.11112/jksmi.2014.18.5.019
  2. Lee CH, Kim TS, Song HW. Corrosion resistance of blended concrete and its application to crack healing. Journal of Korea Concrete Institute. 2009 Dec;21(6):689-96. https://doi.org/10.4334/JKCI.2009.21.6.689
  3. Kim EY, Sho KH. The physical properties of port type crack injection method using latex elastic storage tube. Journal of the Korea Institute for Structural Maintenance and Inspection. 2018 Mar;22(2):68-75. https://doi.org/10.11112/jksmi.2018.22.2.068
  4. Ohama Y. Handbook of polymer-modified concrete and mortars. New Jersey (U.S.A): Noyes Publications; 1995. 225 p.
  5. Pareek SN. Improvement in adhesion of polymeric repair and finish materials for reinforced concrete structures [phD thesis]. [koriyama (Japan)]: Nihon University. 1993. p. 80-106.
  6. Jo YK. A study on the improvement of adhesion in tension and flexure of polymer cement mortar depending on various test methods. Journal of the Korea Institute of Building Construction. 2019 Feb;19(1):47-57. https://doi.org/10.5345/JKIBC.2019.19.1.047
  7. Lee KI, Yoon HS, Yang KH. Compressive and adhesive strengths of mortars using re-emulsification type polymer and ultra-rapid-hardening cement. Journal of the Korea Institute of Building Construction. 2018 Aug;18(4):329-35. https://doi.org/10.5345/JKIBC.2018.18.4.329
  8. Jo YK. A study on the water permeability and drying shrinkage of polymer cement composites. Journal of Korea Institute Building Construction. 2009 Oct;9(5):71-7. https://doi.org/10.5345/JKIC.2009.9.5.071
  9. Jo YK. Bond strength and corrosion resistance of coated reinforcing bar using hybrid-type polymer cement slurry. Journal of Korea Institute Building Construction. 2008 Jun;8(3):93-9. https://doi.org/10.5345/JKIC.2008.8.3.093
  10. Sanjay N, Ohama Y, Demura K. Evaluation method for adhesion test results of bonded mortars to concrete substrates by square optimization method. ACI Materials Journal. 1993 Jul-Aug;92(4):355-60.
  11. Ohama Y, Demura K, Nagao H, Ogi T. Adhesion of polymer-modofied mortars to ordinary cement mortar by different test methods. Adhesion between Polymers and Concrete. 1986 Sep:719-29. https://doi.org/10.1007/978-1-4899-3454-3_67
  12. Liu Z, Zang Y. Enhanced mechanical and thermal properties of SBR composites by introducing graphene oxide nanosheets decorated with silica particles. Composites Part A: Applied Science and Nanufacturing. 2017 Nov;102:236-42. https://doi.org/10.1016/j.compositesa.2017.08.005