• Title/Summary/Keyword: Hammer sounding

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Inspection of A Deteriorated Bridge Pier Cap Using Common Nondestructive and Destructive Test (파괴 및 비파괴 검사를 이용한 노후 교량의 교각 두부 조사)

  • Kim, Tae Wan;Hong, Sung Nam;Han, Kyoung Bong;Park, Sun Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.2
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    • pp.91-102
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    • 2008
  • 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.

A study on new soil investigation method using seismic waves generated by dynamic penetration blows

  • Saito Hideki
    • 한국지구물리탐사학회:학술대회논문집
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    • 2005.09a
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    • pp.3-9
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    • 2005
  • In order to obtain more reliable data for the information on the ground, a new site Investigation method is proposed, in which seismic waves (S-waves) generated by the Swedish Ram Sounding Test (SRS) are used. It is indicated that the energy transferred from the hammer to the rod in SRS's is much more stable, compared to SPT's. A series of SRS with measurements of seismic waves at the ground surface were carried out to clarify the characteristics of seismic wave propagation in the ground. As the results of comparison between seismic S-wave amplitudes and $N_d$ (blow count for 20 cm penetration in SRS), it was found that amplitudes of S-waves generated by SRS correlate well with $N_d$. The amplitude of the S-wave is thought to be more adequate parameter for the soil strength and rigidity than $N_d$.

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Development of Shock Testing M/C to Simulate Pyro-technic Device Explosion of Space vehicle (우주비행체 분리장치 작동에 의한 충격현상 모의 시험기 개발)

  • Kim, Hong-Bae;Oh, Jin-Ho;Moon, Sang-Mu;Woo, Sung-Hyun;Lee, Sang-Seol
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2000.11a
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    • pp.581-586
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    • 2000
  • Explosively activated pyro-technic device is used to release exhausted rocket booster or payloads at prescribed times in the rocket's flight. It creates pyro-shock environment that rocket or payload components must survive. With the shock spectra acquired from flight data, laboratory test should be performed before flight to check whether all of component can sustain the shock environment. The pyro-shock environment simulation was created by the resonance fixture response to a projectile impact. Desired shock spectra is realized by adjusting the natural frequency of resonance plate and the velocity of impact hammer. This paper describes the development process of Pyro-shock testing machine, which is designed and tested by Korean engineers, to verify components of Korean Sounding Rocket(KSR-3) and the other Korean space vehicle. Both analytical and experimental techniques are introduced in this paper.

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