U.S. patents available from 1976 to present.
U.S. patent applications available from 2005 to present.

Method of estimating timber stiffness profiles

Patent 6889551 Issued on May 10, 2005. Estimated Expiration Date: Icon_subject April 12, 2021. Estimated Expiration Date is calculated based on simple USPTO term provisions. It does not account for terminal disclaimers, term adjustments, failure to pay maintenance fees, or other factors which might affect the term of a patent.

Patent References

Lumber optimizer
Patent #: 4879752
Issued on: 11/07/1989
Inventor: Aune, et al.

Apparatus and method for testing wooden poles
Patent #: 4926691
Issued on: 05/22/1990
Inventor: Franklin, et al.

Method for estimating the strength of wood
Patent #: 4941357
Issued on: 07/17/1990
Inventor: Schajer

Method and apparatus for improved inspection and classification of attributes of a workpiece Patent #: 6272437
Issued on: 08/07/2001
Inventor: Woods, et al.

Inventors

Assignee

Application

No. 10257466 filed on 04/12/2001

US Classes:

73/597, Velocity or propagation time measurement73/602, With signal analyzing or mathematical processing700/35, Bidirectional (e.g., oscillatory)700/84Keyboard

Examiners

Primary: Williams, Hezron
Assistant: Miller, Rose M.

Attorney, Agent or Firm

Foreign Patent References

  • 4435975 DE 04/01/1995
  • 0261487 EP 03/01/1988
  • 0403020 EP 12/01/1990
  • 1244699 GB 09/01/1971
  • 060018388 JP 01/01/1994
  • 07103945 JP 04/01/1995
  • WO 88 10415 WO 12/01/1988
  • WO9427138 WO 11/01/1994
  • WO 98 01737 WO 01/01/1998
  • WO 99 44059 WO 09/01/1999
  • WO 00 36413 WO 06/01/2000

International Classes

G01N033/46
G01N003/30
B07C005/34
G01N029/04
G01N003/30
G01N023/203

Abstract

The invention relates to methods and apparatus for estimating stiffness or elasticity profiles across timber. This involves measuring a velocity of a plane compression wave propagating in the timber, determining density information relating to the timber and estimating an initial elasticity profile. A reiterative process is then conducted whereby a revised elasticity profile is determined using the density information and initial elasticity profile. The revised elasticity profile is then used to determine how the timber is utilised.

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