한국건설순환자원학회논문집 (Journal of the Korean Recycled Construction Resources Institute)

한국건설순환자원학회 (Korean Recycled Construction Resources Institute)
권호 표지
DOI QR코드

DOI QR Code

고성능 원단의 셀비지를 활용한 시멘트 복합재료의 특성

Properties of Cement Composite Using Selvedge of High Performance Fabric

  • 최정일 (전남대학교 바이오하우징연구소) ;
  • 박세언 (전남대학교 건축토목공학과) ;
  • 김윤용 (충남대학교 토목공학과) ;
  • 김영민 (리뉴앤뉴) ;
  • 이방연 (전남대학교 건축학부)
  • Choi, Jeong-Il (Biohousing Research Center, Chonnam National University) ;
  • Park, Se-Eon (Department of Architecture and Civil Engineering, Chonnam National University) ;
  • Kim, Yun Yong (Department of Civil Engineering, Chungnam National University) ;
  • Kim, YoungMin (Renew & New Co. Ltd) ;
  • Lee, Bang Yeon (School of Architecture, Chonnam National University)
  • 투고 : 2022.04.06
  • 심사 : 2022.04.27
  • 발행 : 2022.06.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

이 연구의 목적은 고성능 원단의 셀비지 단섬유를 적용한 섬유보강 시멘트계 복합재료의 압축강도와 인장거동 특성을 실험적으로 조사하는 것이다. 이를 위하여 셀비지 단섬유 종류에 따라 4종류의 배합을 준비하였고, 압축강도 및 인장 실험을 수행하였다. 실험결과 압축강도는 64 MPa에서 66 MPa 범위로 고강도를 나타내었으며, 모든 배합에서 변형경화 현상이 나타났다. 인장변형성능은 2.6 %에서 2.8 %로 고연성이 나타났으며, 다중균열이 관찰되었다.

The purpose of this study is to investigate experimentally the compressive strength and tensile behavior of cement composites reinforced by selvedge short fiber from high performance fabric. Four types of mixtures according to the types of selvedge short fibers were prepared and compressive strength and tension tests were performed. Test results showed that the compressive strength values of composites investigated in this study ranged from 64 MPa to 66 MPa and all composites showed strain-hardening behavior. The tensile strain capacity values of composites ranged from 2.6 % to 2.8 % and multiple cracking behavior was observed in all composites.

키워드

과제정보

본 연구는 중소기업기술진흥원의 창업성장기술개발사업(과제번호 S2959179)과 국토교통부/국토교통과학기술진흥원(과제번호 22SCIP-C159060-03)의 지원으로 수행되었음.

참고문헌

  1. Choi, W.C., Yun, H.D., Kang, J.W., Kim, S.W. (2012). Development of recycled strain-hardening cement-based composite(SHCC) for sustainable infrastructures, Composites Part B: Engineering, 43(2), 627-635. https://doi.org/10.1016/j.compositesb.2011.11.060
  2. Felekoglu, B., Tosun-Felekoglu, K., Ranade, R., Zhang, Q., Li, V.C. (2014). Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC, Composites Part B: Engineering, 60, 359-370. https://doi.org/10.1016/j.compositesb.2013.12.076
  3. Fukuyama, H., Suwada, H. (2003). Experimental response of HPFRCC dampers for structural control, Journal of Advanced Concrete Technology, 1(3), 317-326. https://doi.org/10.3151/jact.1.317
  4. Kanda, T., Nagai, S., Maruta, M., Yamamoto, Y. (2011). New high-rise R/C structure using ECC coupling beams, In 2nd International RILEM Conference on Strain Hardening Cementitious Composites (SHCC2-Rio), 289-296.
  5. Li, V.C. (2019). Engineered Cementitious Composites(ECC): Bendable Concrete for Sustainable and Resilient infrastructure, Springer.
  6. Li, V.C., Wang, S., Wu, C. (2001). Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). Materials Journal, 98(6), 483-492.
  7. Maalej, M., Li, V.C. (1994). Flexural/tensile-strength ratio in engineered cementitious composites, Journal of Materials in Civil Engineering, 6(4), 513-528. https://doi.org/10.1061/(ASCE)0899-1561(1994)6:4(513)
  8. Kunieda, M., Rokugo, K. (2006). Recent progress on HPFRCC in Japan required performance and applications, Journal of Advanced Concrete Technology, 4(1), 19-33. https://doi.org/10.3151/jact.4.19
  9. Rokugo, K., Kanda, T., Yokota, H., Sakata, N. (2009). Applications and recommendations of high performance fiber reinforced cement composites with multiple fine cracking(HPFRCC) in Japan, Materials and Structures, 42(9), 1197-1208. https://doi.org/10.1617/s11527-009-9541-8
  10. Van Damme, H. (2018). Concrete material science: past, present, and future innovations, Cement and Concrete Research, 112, 5-24. https://doi.org/10.1016/j.cemconres.2018.05.002
  11. Yu, J., Yao, J., Lin, X., Li, H., Lam, J.Y., Leung, C.K.Y., Sham, I.M.L., Shih, K. (2018). Tensile performance of sustainable Strain-Hardening Cementitious Composites with hybrid PVA and recycled PET fibers, Cement and Concrete Research, 107, 110-123. https://doi.org/10.1016/j.cemconres.2018.02.013
  12. Zhong, H., Zhang, M. (2021). Effect of recycled tyre polymer fibre on engineering properties of sustainable strain hardening geopolymer composites, Cement and Concrete Composites, 122, 104167. https://doi.org/10.1016/j.cemconcomp.2021.104167