International Journal of Highway Engineering (한국도로학회논문집)
- Volume 9 Issue 2 Serial No. 32
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- Pages.27-37
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- 2007
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- 1738-7159(pISSN)
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- 2287-3678(eISSN)
Optimum Slab-Lifting Positions for Precast Concrete Pavement Construction
프리캐스트 콘크리트 포장 시공 시 최적 슬래브 리프팅 위치
- Published : 2007.06.15
Abstract
This research was conducted to determine the optimum lifting positions on precast concrete slabs for precast concrete pavement construction, based on the analysis of concrete stress distribution under various lifting conditions. To analyze stresses in concrete slabs, the finite element method was implemented and a numerical model of the precast slab that was going to be used in the experimental construction was developed. Changes in the stress distribution due to the lifting angle were investigated because slab lifting is not always performed in the perpendicular direction to the slab surface. In addition, the effect of the lifting level, the distance between the neutral axis of the slab and the lifting point, on the stress distribution was investigated since the lifting point is not always at the neutral axis of the slab. To consider the actual steel design of the precast slab, the effect of the reinforcement near the lifting point was also investigated. From this study, the optimum lifting positions of the precast slabs were determined according to the lifting angle and level, and the results were compared with the lifting positions used in the PCI standards.
본 연구는 프리캐스트 콘크리트 포장 시공을 위하여 공장에서 미리 제작된 콘크리트 슬래브를 리프팅을 할 때 리프팅 위치에 따른 슬래브의 응력변화를 기준으로 슬래브의 손상을 최소화할 수 있는 가장 안전한 최적 리프팅 지점을 선정하기 위하여 수행되었다. 리프팅 시 슬래브의 응력분포를 분석하기 위하여 유한요소법을 이용한 모델을 사용하였으며 슬래브 규격은 시험시공에서 사용한 크기를 적용하였다. 리프팅은 항상 슬래브의 수직방향으로 수행하지는 않기 때문에 수직으로 리프팅 하였을 때와
Keywords