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

Method and apparatus for detecting tendon failures within prestressed concrete

Patent 6119526 Issued on September 19, 2000. Estimated Expiration Date: Icon_subject July 15, 2018. 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

Method for installing or replacing tendons in prestressed concrete slabs
Patent #: 4574545
Issued on: 03/11/1986
Inventor: Reigstad ,   et al.

Anchor apparatus for a tendon in prestressed concrete slab
Patent #: 4799307
Issued on: 01/24/1989
Inventor: Reigstad ,   et al.

Method and apparatus for magnetic discontinuity detection in a specimen of magnetizable material
Patent #: 4814705
Issued on: 03/21/1989
Inventor: Saunderson

Anchor apparatus for a tendon in prestressed concrete slab
Patent #: 4928451
Issued on: 05/29/1990
Inventor: Reigstad, et al.

Apparatus for determining location of an element of magnetizable material in a construction structure
Patent #: 5296807
Issued on: 03/22/1994
Inventor: Kousek, et al.

Instrument holder and method for inspection of a dynamo-electric machine in a gap between a stator and a rotor and dynamo-electric machine having the instrument holder
Patent #: 5481929
Issued on: 01/09/1996
Inventor: Kohlert, et al.

Method for the non-destructive evaluation of prestressed concrete structures
Patent #: 5540096
Issued on: 07/30/1996
Inventor: Woodcock, et al.

Apparatus and method for monitoring condition of objects Patent #: 5618999
Issued on: 04/08/1997
Inventor: Schweitzer, et al.

Inventors

Assignee

Application

No. 116034 filed on 07/15/1998

US Classes:

73/803, Concrete324/218Rail joint cutout

Examiners

Primary: Noori, Max

Attorney, Agent or Firm

International Class

G01N 003/00

Abstract

A nondestructive detection apparatus for detecting tendon failures in a prestressed concrete slab. The detection apparatus includes a cart adapted to be moved over the prestressed concrete slab. A metal sensor and a distance meter are connected to the cart. As the cart is moved over the slab, the metal sensor takes readings of a length of tendon and the distance meter measures the distance traversed by the cart. The detection apparatus also includes a controller that interfaces with the metal sensor and the distance meter. The controller is constructed and arranged to sample the readings generated by the metal sensor at predetermined distance intervals traversed by the cart.

Other References

  • Rotary Shaft Encoder #380, Electro-Sensor, Inc., pp. 1-4, Published before the filing date of the present application
  • Redar Datascan C-4974, NDT James Instruments, Inc., pp. 1-15, Published before the filing date of the present applicatio
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