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경량 고강도 강관 록볼트의 지보특성에 관한 연구

A Study on the Support Characteristics of the High Strength Lightweight Steel Pipe Rockbolt

  • 투고 : 2014.10.16
  • 심사 : 2014.10.24
  • 발행 : 2014.10.31

초록

본 연구에서는 특수 재질의 경량 고강도 강관 록볼트를 개발하였다. 그라우트 주입확인시험을 실시하여 완전충전이 이루어지는지 알아보았고 인장시험을 통해 항복내하력을 조사하였으며 이를 기존의 이형봉강 록볼트와 비교하였다. 또한, RMR 분류등급이 서로 다른 국내 3개 현장에서 실시한 현장인발시험을 통해 본 록볼트의 강도 및 신장특성을 확인하였다. 개발된 록볼트는 이형봉강 록볼트에 비해 항복내하력이 클 뿐 아니라 경량이라 취급이 용이하며, 그라우트 완전충전 효과에 따라 부식성 환경에서 내구성이 클 가능성이 있는 것으로 생각된다.

In this study, a steel pipe type rockbolt manufactured from special material was developed which has high strength and lightweight characteristics. Achievement of grout filling between rockbolt and hole wall was investigated through grout injection tests. Yield force of the developed rockbolt was also examined through tensile tests, which was compared with that of the deformed bar type rockbolt. In addition, the strength and elongation properties of the developed rockbolt were investigated through pull-out tests at three domestic sites showing different RMR classes. It is finally supposed that the developed rockbolt can be suitable for the permanent tunnel support because it has high strength and high durability rather than deformed bar type rockbolt.

키워드

참고문헌

  1. Kim, J.W., 2007, A Study on the reinforcement effect of rockbolts using scaled model tests, J. of Industrial Science Research Institute, Cheongju University, 24.2, 81-88.
  2. Hoek, E, 2002, Rock engineering-course notes, Ever Hoek consulting engineer Inc., 256.
  3. Kim, D.G., Jang, S.H., Shin., H.S. and Kim, Y.S., 2006, Behavior of rockbolt immersed chemical solutions, Proc. of Korean Geo-environmental Society, 353-360.
  4. Chang, S.H, Kim, D.G, Park, H.G, and Bae, G.J., 2006, Long-term durability of a grouted rockbolt against chloride diffusion, Proc. of Korean Geotechnial Society, 2186-2195.
  5. Lee, Y.T., 2009, A study on tensile and shear performance of GFRP rockbolt, Master's thesis, Hanyang University, Korea.
  6. Hoek, E, Kaiser, P.K., and Bawden W.F., 1995, Support of underground excavating in hard rock, A.A. Balkema, 158.
  7. Kim K.H. and Kim J.W., 2011, Case study for the pull-out resistance estimation of pressurized grouting soil nailing systems, Proc. of Korean Society for Rock Mechanics, 171-178.
  8. Tunnel design criteria, 2007, The Ministry of Construction and Transportation of Korean Government, CIR, 55-57.
  9. Standard specification for road construction, 2009, The Ministry of Transport and Maritime Affairs of Korean Government, 7-23 and 7-33.