US3968676A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Mechanical equalization of strain gauge sensitivity
Assignee: Individual
•
Filing: 1975-03-24
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Granted: 1976-07-13
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Expires: 1995-03-24
Abstract
Abstract The sensitivity of two or more load elements and associated strain gauges supporting a platform are equalized by the progressive removal of material at a location which essentially changes the rigidity of the securement of one of the load elements and its associated strain gauges until equalization results. By making the sensitivities of all of the load elements and their associated strain gauges the same, the output signal reading indicating a load will be the same for center and off-center positions of the load on the platform.
Inventors
- 👤 Alfred Newman Ormond
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-04 16:12
CPC Classifications
G; G01; G01G; G01G3/00; G01G3/12; G01G3/14; G01G3/1402; G01G3/1404
Claims Analysis
Total Claims: 6
Claim 1
Independent Claim
124 words
A method of mechanically equalizing the strain gauge sensitivity of at least two spaced load elements supporting a platform on a fixed reference frame so that the output signal from strain gauges secured to the elements and connected in a strain gauge bridge circuit is the same for different positions of an applied load on the platform, comprising the steps of: a. comparing the output signals from the bridge when a given load is first positioned off-center adjacent to one element and then shifted to an alternate position aajacent to another element; and, b. progressively, physically removing material from at least one of the elements to change the sensitivity until the measured output signal is the same for all positions of the applied load.
Claim 2
Independent Claim
124 words
A method of mechanically equalizing the strain gauge sensitivity of at least two spaced load elements supporting a platform on a fixed reference frame so that the output signal from strain gauges secured to the elements and connected in a strain gauge bridge circuit is the same for different positions of an applied load on the platform, comprising the steps of: a. comparing the output signals from the bridge when a given load is first positioned off-center adjacent to one element and then shifted to an alternate position aajacent to another element; and, b. progressively, physically removing material from at least one of the elements to change the sensitivity until the measured output signal is the same for all positions of the applied load.
Claim 3
Dependent Claim
29 words
The method of claim 1, in which the progressive removal of material taking place at a given location changes the rigidity of the load element at said given location.
Claim 4
Dependent Claim
53 words
The method of claim 2, in which said load elements constitute columns, removal of material being accomplished by boring an axial hole into at least one of the columns and associated strain gauge exhibiting the least sensitivity, the diameter of said hole being increased until the sensitivities of the load elements are equalized.
Claim 5
Dependent Claim
95 words
The method of claim 2, in which said load elements constitute bending webs, the strain guages being secured to opposite sides of the webs where they connect to the platform, removal of material being accomplished by boring an opening into the fixed frame adjacent to the end of that web connected thereto exhibiting the least sensitivity to decrease the fixity of the web at said end and thereby increasing the bending of the web where it connects to the platform, the diameter of the bore being increased until the sensitivities of the webs are equal.
Claim 6
Dependent Claim
44 words
The method of claim 2, in which said load elements constitute portions of a shear plate, removal of material being accomplished by milling away material of the shear plate adjacent to the plate area to which the strain gauges exhibiting least sensitivity are affixed.
References Cited (Backward Citations)
US3894593A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1979-07-13 | 1980-01-12 | 1980-07-13 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1983-07-13 | 1984-01-12 | 1984-07-13 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1987-07-13 | 1988-01-12 | 1988-07-13 | $7700.00 | Window Closed / Lapsed |