A Case Study on the Assessment of Damaged Cause for the Damaged Reinforced Concrete Pier

  • 투고 : 2011.03.02
  • 심사 : 2011.06.10
  • 발행 : 2011.06.30

초록

In this thesis, appearance inspection, compressive strength of concrete test, arrangement of bar inspection, survey, and bearing stress analysis were performed on a damaged coping of reinforced concrete pier to investigate the damage cause. According to the performed a series of inspections, it was found that the coping of pier was damaged during PSC (Pre-stressed Concrete) beam construction. In this thesis, the repair method for damaged pier was studied. The repair procedure used in this thesis was follows : chipping for damaged part, clean by high-pressure, installation of wire mesh, coating of surface hardening, construction of section restoration material, copula grinding, and prevent coating for far-infrared radiation.

키워드

참고문헌

  1. the Ministry of Construction and Transportation, Korean Highway Bridge Standard Specifications (Design/Construction, Maintenance) Korean Society of Civil Engeeneers (KSCE), pp. 572, 1996.
  2. the Ministry of Land, Transport and Maritime Affaairs, Korean Concrete Standard Specifications, Korea Concrete Institute (KCI), pp. 756, 2010.
  3. the Ministry of Land, Transport and Maritime Affaairs, Korean Concrete Structure Design Code, Korea Concrete Institute (KCI), pp. 756, 2010.
  4. the Ministry of Construction and Transportation, Korean Highway Bridge Standard Specifications (Design/Construction, Maintenance) Korean Society of Civil Engeeneers (KSCE), pp. 343-344, 1996.
  5. the Ministry of Construction and Transportation, Korean Highway Bridge Standard Specifications (Design/Construction, Maintenance) Korean Society of Civil Engeeneers (KSCE), pp. 560-562, 1996.