References
- 조효남, '교량의 계획', 교량공학, 구미서관, pp. 61-79, 2002
- 건설교통부, '안전점검 및 정밀안전진단 세부지침(교량)', 1996
- 강성후, '교량구조물의 내하력 평가', 토목구조물의 안전진단과 사례, pp. 215-224, 2001
- 한국도로교통협회, '도로교 설계기준', 2005
Journal of the Korean Society of Safety (한국안전학회지)
- Volume 21 Issue 2 Serial No. 74
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- Pages.98-106
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- 2006
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- 1738-3803(pISSN)
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- 2383-9953(eISSN)
Safety Evaluation of a Bridge Using Round Piles Connected Laterally to Each Other
원형강 파일이 횡방향 상호 연결된 가설교량의 안전성 평가
- Kim, Yong-On (Department of Safety Engineering, Hankyong National University) ;
- Paik, Shin-Won (Department of Safety Engineering, Hankyong National University)
- Published : 2006.04.30
Abstract
The substructure of temporary bridges used during the construction period of main bridges needs to be simple and strong at the same time so that it doesn't block running water. When the water flow is hindered by sub-structure of the bridges, as it happens when H beams with bracing are used, either the water floods or the bridge gets damaged. Therefore, using round beams for the substructure and connect them together is a preventive choice considering the intensive raining in the summer. The bridges using round beams for the substructure have also benefited by fast construction because of fewer bracing and in-situ welding. Because the round-pile-connecting method is relatively new, the safety evaluation of the constructed bridge is an essential procedure before being used in the field. The field evaluation of a bridge including the vehicle loading test and moving load analysis has been conducted and the results showed the safety requirement is satisfied.