DOI QR코드

DOI QR Code

Analytical Study on Vibrational Properties of Vibro-hammer

진동해머의 진동특성에 대한 해석적 연구

  • Received : 2013.04.24
  • Accepted : 2013.07.11
  • Published : 2013.07.31

Abstract

In order to analyze a pile constructed by vibro-hammer, vibrational characteristics of vibro-hammer should be investigated first. Analytical studies were conducted in order to investigate vibrational properties of vibro-hammer. It is thought that the concept of acting the spring force to the pile head should be replaced by the concept of considering the lumped mass of the exciter and the pile. For the situation of free vibration, spring force increase with increase of spring constant and the amplitude is little affected by the spring constant. Also for the situation of free vibration, amplitude is inversely proportional to the increase of mass of the exciter and it can be seen that spring force increase with amplitude by the same ratio. It can be seen that directions of the spring force and displacement are opposite to that of rotating mass.

진동해머에 의해 시공되는 말뚝의 해석을 위해서는 진동해머의 진동특성을 파악함이 우선되어야 한다. 진동해머의 진동특성을 살펴보고자 해석적 연구를 수행하였다. 진동시스템에 대한 지배방정식 구성에 있어서는 진동기만의 질량에 의해 발생하는 스프링작용력을 말뚝에 작용시키는 개념보다는 기진기와 말뚝이 연결된 단일 질량체를 고려하여 지배방정식을 구성하는 것이 타당할 것으로 판단된다. 공운전시 스프링상수가 증가함에 따라 진폭의 변화량은 크지 않았으나 스프링작용력은 대체로 스프링상수에 비례하여 증가하였다. 공운전시 기진기질량이 증가함에 따라 진폭은 대체로 반비례관계를 보였으며 스프링작용력은 진폭의 변화율과 일치함을 알 수 있다. 스프링작용력과 변위의 방향은 회전운동 중인 편심질량이 가리키는 방향과 반대가 됨을 알 수 있었다.

Keywords

References

  1. Barkan, D. D. (1957). "Foundation engineering and drilling by vibration method". Proc., Fourth Int. Conf. on Soil Mech. and Found. Engrg., 2, 3-7.
  2. Holeyman, A.,(1993). HYPERVIB1, An analytical model-based computer program to evaluate the penetration speed of vibratory driven sheet piles., Research report prepared for BBRI, June-93, 23pp.
  3. Meirovitch, L. (1975). Elements of Vibration Analysis. New York : McGraw-Hill.
  4. Warrington, D.C. (1989). "Driveability of piles by vibration., Paper presented at Deep Foundation Institute 14th Annual Member Conf., pp. 139-154.
  5. Vanden Berghe, J-F. and Holeyman, A.(1997), "Comparison of two models to evaluate the behavior of a vibratory driven sheet pile", XIth Young Geotechnical Engineers Conference and Computers, September 24-27, 1997, Madrid, Spain, pp.60-72.
  6. Warrington, D.C. (1989). "Theory and Development of Vibratory Pile Driving Equipment". Proceedings of the Twenty-First Annual Offshore Technology Conference, Dallas, TX. OTC 6030, pp. 541-550. DOI: http://dx.doi.org/10.4043/6030-MS
  7. D. Wong, Michael W. O'Neill and C. Vipulanandan (1992). "Modelling of vibratory pile driving in sand". International Journal for numerical and analytical methods in geomechanics, Vol. 16, 189-210. DOI: http://dx.doi.org/10.1002/nag.1610160303
  8. Viking, K., (2002). Vibro-driveability, a field study of vibratory driven sheet piles in non-cohesive soils, PhD thesis, Div. of Soil and Rock Mechanics, Royal Inst. of Technology, Stockholm, Sweden.