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A Study of Spraying Curing Compound for Concrete Pavement Considering Environmental Condition in Tunnel

터널내 환경을 고려한 콘크리트 포장의 양생제 살포기준 연구

  • 류성우 (한국도로공사 도로교통연구원 도로연구실) ;
  • 권오선 (한국도로공사 도로교통연구원 도로연구실) ;
  • 송거름수 (중앙대학교 도로 및 교통연구실) ;
  • 이민경 (한국도로공사 도로교통연구원 도로연구실) ;
  • 조윤호 (중앙대학교 공과대학 사회기반시스템공학부)
  • Received : 2014.03.26
  • Accepted : 2014.05.28
  • Published : 2014.06.16

Abstract

PURPOSES : This study is to suggest tunnel length to spray curing compound, based on the field tests. METHODS : At first field test, length from the entrance of tunnel to wet wall was checked by visual survey. The second and third test, various sensors were installed in concrete or in tunnel, such as RH sensor, temperature sensor, portable weather station and etc.. And also, test for bleeding and retaining water of concrete were conducted to evaluate environmental effect on concrete pavement. RESULTS : The result of the field experiment for tunnel length to spray curing compound indicates that length changes depending on tunnel length, season, and location. Environmental condition of a short tunnel was not much different between location near entrance and at center of tunnel. However, in case of a medium and long tunnel, effect of outside environmental condition decreased, when location moved into tunnel center of it. CONCLUSIONS : From the testing results, it can be proposed that optimum tunnel length to spray curing compound is 60m for a medium and long tunnel, and whole length for a short tunnel.

Keywords

References

  1. American Concrete Institute, Standard Specification for Curing Concrete, ACI 308.1-98, 1998.
  2. China Mistry of Transportation, Specification of Construction and Technology for Tunnel (JTC F60), 2009
  3. Dan Y., Anal M., and Dan G. Z., Laboratory and Field Evaluation of Concrete Paving Curing Effectiveness, Texas Transportation Institute, The Texas A&M University, 2006.
  4. Guangdong Department of Transportation, Specification of Construction and Technology for Concrete Pavement in Guangdong, 2010
  5. Korea Expressway Corporation, Specification for Highway Works (Civil Engineering Part), 2009.
  6. KS F 2414, Method of Test for Bleeding of Concrete, 2010.
  7. KS F 2406, Standard Test Method for Water Retention of Concrete Curing Material, 2009.
  8. Mehta P. K. and Monteiro P. J. M. M., Concrete : Microstructure, Properties, and Materials, The third edition, 2006.