통합 검색 | Korea Science

임종수;손대락
- 한국자기학회지
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- 제10권6호
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- pp.302-309
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- 2000
박강판의 내부에 존재하는 개재물성 결함을 검사하기 위해 누설자속법을 이용하여 탐상하는 시스템을 개발하였다. 연자성 코어의 보자력을 이용한 차등형 플럭스게이트 자력계를 제작하였다. FEM 소프트웨어를 이용하여 전자석을 설계하였으며, 3축 이동이 가능한 누설자속탐상장치를 제작하여 냉연강판을 검사한 결과 개재물성 결함을 검사학 수 있음을 알았다. 누설자속값을 디지털화하여 2차원 이미지로 처리한 결과 냉연강판에 존재하는 개재물성 결함 이외의 결함을 일부 구분할 수 있음을 알았다.
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조철현;정현기;조광호
- 한국구조물진단유지관리공학회 논문집
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- 제3권2호
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- pp.161-167
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- 1999
There is an increasing need for the estimation of foundation piles whose depths are unknown. Especially in repair and reinforcement works or in safety inspection and assessment to the big structures whose foundations are piles, the accurate information about the depth of foundation piles is one of the most important factors. A borehole magnetic tool has been developed and tested to meet this object. The fundamental base is that there usually exist many re-bars inside the foundation structure such as piles, and these re-bars are ferromagnetic materials which cause strong induced magnetic field comparable to the earth magnetic field. It utilizes flux-gate type magnetometer which measures 3-components of the magnetic field. Taking vertical derivatives of vertical component of the measured magnetic field, we can expect the error limit of estimating the depth of the pile end less than 20 cm in favorable condition. The maximum measurable distance is about 3 m to the pile from the borehole. The field data show that borehole magnetics is one of the most accurate, fast, and reliable methods for this object so far, as long as there is no magnetic materials such as deep located steel pipe or power cables close to the foundation piles.
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