A Study on the Flexural Adhesion Performance of Repair Section of Polymer Cement Composites by Crack Depth

균열깊이에 따른 폴리머 시멘트 복합체 보수 단면의 휨접착성능에 관한 연구

  • Published : 2023.11.10

Abstract

This study is a study on the flexural adhesion performance of polymer cement composites(PCCs) repair section according to the crack depth, and the flexural adhesion strength was obtained through a flexural strength test of cement mortar that was filled into cracks and repaired to a certain thickness using PCCs made of ultra high-early strength cement and polymer dispersion of EVA. As a result of the study, the flexural adhesion performance according to the crack width and crack depth was expected to decrease the flexural adhesion strength as the crack depth increased at the crack width 3.0mm, but the crack width 2.0mm and 1.5mm did not show any tendency according to the crack depth. In addition, even in the final destruction, the fact that the cracks and bottoms filled with PCCs were not cut or dropped proves that PCCs have excellent adhesion and rich toughness.

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Acknowledgement

본 논문은 2021년 과학기술정보통신부의 재원으로 한국연구재단의 지원을 받아 수행된 연구임(No. 2021R1F1A1046181).

References

  1. 조영국, 홍대원, 권우찬, 김완기. RC 구조물의 균열 보수용 폴리머 시멘트 복합체의 접착특성에 관한 연구. 한국건축시공학회지. 2022. 제22권 1호. p. 23-34.