DOI QR코드

DOI QR Code

An Experimental Study on the Shear Strength of Chemical Anchors Embedded into Non Cracking Plain Concrete

비균열 무근콘크리트에 매입된 케미컬 앵커의 전단내력에 관한 실험적 연구

  • Seo, Seong-Yeon (Department of Architectural Engineering, Halla University)
  • 서성연 (한라대학교 공과대학 건축학과)
  • Received : 2016.11.30
  • Accepted : 2017.05.25
  • Published : 2017.07.01

Abstract

The use of post installed anchors with adhesive type has lately been increasing when it is necessary to repair, reinforce, or remodel structures. This method provides flexibility and simplicity for construction of structural members that require adhering or fixing. Meanwhile, strength evaluation of anchors with expansion type among post installed anchors systems has nearly reached setting up stage like design code through continual experimental studies for the last ten years, but analyses or experimental studies on anchor system with adhesive type are not yet sufficient. Accordingly, the designers and builders of korea depend on foreign design codes since there are no exact domestic design code they could credit. In this study, the objectives are investigating the effects on adhesive strength of anchors embedded into plain concrete by shear experiments of anchors with variables such as edge distance, anchor interval, and load direction and supplying basic data for enactment of domestic design code.

최근 건축물의 보수 보강 및 리모델링시 구조부재를 부착시키거나 고정하는데 있어서 시공의 유연성 및 용이성으로 부착식 후설치 앵커의 사용량이 증가하고 있는 실정이다. 그동안 후설치 앵커중 확장식 앵커시스템에 대한 내력평가는 지난 10년간 실험을 통한 연구가 지속되어 설계기준 제정등 어느정도 정립단계에 있으나 부착식 앵커시스템에 대한 해석 및 실험적 연구는 아직 미비한 실정이다. 따라서 현재 우리나라에서는 설계자와 시공자가 신뢰할 수 있는 명확한 설계기준이 없는 상태로서 외국의 설계기준에 의존하고 있는 실정이다. 본 연구에서는 부착식 케미컬 앵커를 대상으로 연단거리 및 앵커간격 그리고 하중방향에 따른 전단실험을 통하여 무근콘크리트에 매입된 케미컬 앵커의 부착강도에 미치는 영향을 규명하고 합리적인 케미컬 앵커의 설계기준 제정을 위한 기초자료를 제공하는 것을 목적으로 한다.

Keywords

References

  1. ACI Committee 214 (2002), Evaluatio of Strength Test Results of Concrete.
  2. ACI Committee 318 (2002), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute.
  3. ACI Committee 318 (2008), Building Code Requirements for Structural Concrete and commentary(ACI 318M-08),American Concrete Institute, Detroit, Mich.
  4. ACI Committee 349(1990), Code Requirements for NuclearSafety Related Concrete Structures, American Concrete Institute. Detroit.
  5. ACI Committee 349 (2001), Code Requirements for Nuclear Safety Related Concrete Structures, ACI 349-01, Appendix B Anchoring to Concrete, American Concrete Institute.
  6. ACI Committee 355 (2000), Evaluating the Performance of Post-Installed Mechanical Anchors in Concrete(ACI 355.2-00), American Concrete Institute.
  7. ACI Committee 355 (2007), Qualification of Post-Installed Mechanical Anchors in Concrete(ACI 355.2-07), American Concrete Institute, Detroit, Mich.
  8. ASTM E488-96 (1996), Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements.
  9. ASTM F1554-99 (1999), Standard specification for anchor bolts, steel, 36, 55, and 105-ksi yield strength, American Society for Testing and Materials.
  10. EOTA Annex C (2001), Design Methods for Anchorages.
  11. Fuchs, W., Eligehausen, R., and Breen, J. (1995), Concrete Capacity Design(CCD) Approach for Fastening to Concrete, ACI Structural Journal, 92(6), 787-802.
  12. Gross, J. H. (2001), Dynamic Behavior of Single and Double Near-Edge Anchors Loaded in Shear, ACI Structural Journal, 98
  13. Hallowell, J. M. (1996), Tensile and Shear Behavior of Anchors in Uncracked and Cracked Concrete under Static and Dynamic ding, M.S. Thesis, The University of Texas at Austin.
  14. KCI Korean Concrete Institute (2012), Concrete Structure Design Code and Commentary, Appendix II Anchoring to Concrete (in Korean).
  15. Malik, J. B. (1980), Shear Resistance of Anchor Bolts under Monotonic and Reversed Cyclic Loading, M.S. Thesis, The University of Texas at Austin.