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파괴 및 비파괴 검사를 이용한 노후 교량의 교각 두부 조사

Inspection of A Deteriorated Bridge Pier Cap Using Common Nondestructive and Destructive Test

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키워드

주제분류안전공학

초록

Nondestructive testing techniques have been historically and commonly used to evaluate the quality of existing concrete structures. The techniques utilized included visual inspection, hammer sounding, Schmidt hammer rebounding, and ultrasonic pulse velocity testing including tomographic imaging. Results of the nondestructive tests were used to determine areas to be tested with local destructive tests. These tests included concrete compressive strengths, chloride testing, and petrographic testing. The overall results indicate that inside core of each of the pier caps are healthy. On all of the pier caps, extensive exterior concrete layer rehabilitation needs to be completed. This paper shows the application and interpretation of common nondestructive testing techniques and the consequent repair, rehabilitation, maintenance decisions and safety assesment.

Abstract

Nondestructive testing techniques have been historically and commonly used to evaluate the quality of existing concrete structures. The techniques utilized included visual inspection, hammer sounding, Schmidt hammer rebounding, and ultrasonic pulse velocity testing including tomographic imaging. Results of the nondestructive tests were used to determine areas to be tested with local destructive tests. These tests included concrete compressive strengths, chloride testing, and petrographic testing. The overall results indicate that inside core of each of the pier caps are healthy. On all of the pier caps, extensive exterior concrete layer rehabilitation needs to be completed. This paper shows the application and interpretation of common nondestructive testing techniques and the consequent repair, rehabilitation, maintenance decisions and safety assesment.

참고문헌 (6)

  1. ASTM C 805, "Standard Test Method for Rebound Number of Hardened Concrete,ASTM Standards Vol. 04.02, American Society for Testing Materials", ~ (1997)
  2. Hager. A., "Non-Destructive Evaluation of the Westbound Sixth Avenue Viaduct", 석사, pp.2005
  3. Liephart. G.S., "Gauge Capability Analysis in Data Collection for Acoustic Tomography", Journal of Infrastructure Systems, 5(1), pp.11~20 (1999)
  4. Rens. K.L., "Acoustic Tomographic Imaging of Concrete Infrastructure: History, Interest, and Applications", Journal of Infrastructure Systems, 6(1), pp.15~23 (2000)
  5. Rens. K.L., "Tomographic Imaging of Cracked Pier Cap of Evans over Santa Fe Bridge", Concrete Repair: International Concrete Repair Institute, 15(4), pp.22~29 (2002)
  6. Ryall.M.J., "Bridge management" (2001), Butterworth-Heinemann,Woburn

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