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손상유형 분할에 의한 콘크리트 바닥판의 상태평가 개선

An Improvement of the State Assessment for Concrete Floor Slab by Damage Type Breakdown

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참고문헌

키워드

주제분류안전공학

초록

The direct inspection of the outward aspects by field engineers is the important and critical part for structural safety assessment according to the related reports. This study presents an improved method of the state assessment for concrete floor slab by separating and evaluating the individual damage types. First, the various types of damage symptoms are separated, which have been included and dealt in a group. Secondly, they are weighted and scored independently based on the present guide and references. Overall procedures other than the above are retained as same as possible to avoid the confusion. The proposed method is applied and tested to a performed assessment project for a bridge for validation. The result shows that it is reasonable and applicable in respect that it is able to make up for the controversial points of the present guide revealed in practices. Careful check of excessively deteriorated parts in addition to the reasonable assessment of system by this method grants the structural repair and reinforcement propriety and economy, and assures of more safety. Twofold appraisal of this approach expands the applicable areas of value engineering to the structural maintenance.

Abstract

The direct inspection of the outward aspects by field engineers is the important and critical part for structural safety assessment according to the related reports. This study presents an improved method of the state assessment for concrete floor slab by separating and evaluating the individual damage types. First, the various types of damage symptoms are separated, which have been included and dealt in a group. Secondly, they are weighted and scored independently based on the present guide and references. Overall procedures other than the above are retained as same as possible to avoid the confusion. The proposed method is applied and tested to a performed assessment project for a bridge for validation. The result shows that it is reasonable and applicable in respect that it is able to make up for the controversial points of the present guide revealed in practices. Careful check of excessively deteriorated parts in addition to the reasonable assessment of system by this method grants the structural repair and reinforcement propriety and economy, and assures of more safety. Twofold appraisal of this approach expands the applicable areas of value engineering to the structural maintenance.

참고문헌 (7)

  1. 한국시설안전기술공단, "시설물 보수․보강 및 진단기술", ~ (2006)
  2. 한국시설안전기술공단, "시설물의 상태평가 기준 정립 (교량)", ~ (2000)
  3. 한국시설안전기술공단, "안전점검 및 정밀안전진단 세부지침(교량)", ~ (2003)
  4. 한국시설안전기술공단, "안전점검 및 정밀안전진단 세 부지침(터널)", ~ (2003)
  5. 한국시설안전기술공단, "콘크리트 균열진단 및 보수평가 기술개발", 한국시설안전기술공단, ~ (2006)
  6. 일본토목학회, "콘크리트구조물의 유지관리지침(안)", ~ (1994)
  7. "Evaluation and Repair of Concrete Structures, U.S. Army Corps of Engineers", ~ (1995)

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