US4128001A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Parallel beam load cell insensitive to point of application of load
Assignee: Revere Transducers Inc
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Filing: 1977-09-16
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Granted: 1978-12-05
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Expires: 1997-09-16
Abstract
Abstract A parallel beam load cell wherein sensitivity to transverse load position changes is reduced by changing the shape of one of the beams in the vicinity of one strain gage element whereby the neutral axis of said beam is changed with respect to said strain gage element. Longitudinal load position sensitivity is reduced by changing the cross sectional area of one of the beams adjacent one strain gage element.
Inventors
- 👤 Eugene A. Marks
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-28 18:48
CPC Classifications
G; G01; G01L; G01L1/00; G01L1/20; G01L1/22; G01L1/2206; G01L1/2243; G01G; G01G3/00; G01G3/12; G01G3/14; G01G3/1402; G01G3/1412; G01L1/26
Claims Analysis
Total Claims: 41
Claim 1
Independent Claim
161 words
A load cell which comprises: (a) support means; (b) a pair of spaced parallel beams each having a longitudinal axis and each being rigidly attached to said support means; (c) load receiving means rigidly attached to both of said beams at the ends thereof remote from said support means, for receiving loads to be measured; and (d) a plurality of strain responsive means responsive to strains at preselected areas on the surface of said beams, said strain responsive means being interconnected whereby an electrical signal responsive to said load may be obtained, the cross section of one said beams being altered to cause the neutral axis of said beam to shift in the region of one of said preselected areas whereby the sensitivity of said load cell to moments with respect to said support means created by the application of said loads will be reduced, said cross section being altered after said strain responsive means are positioned at said preselected areas.
Claim 2
Dependent Claim
161 words
A load cell which comprises: (a) support means; (b) a pair of spaced parallel beams each having a longitudinal axis and each being rigidly attached to said support means; (c) load receiving means rigidly attached to both of said beams at the ends thereof remote from said support means, for receiving loads to be measured; and (d) a plurality of strain responsive means responsive to strains at preselected areas on the surface of said beams, said strain responsive means being interconnected whereby an electrical signal responsive to said load may be obtained, the cross section of one said beams being altered to cause the neutral axis of said beam to shift in the region of one of said preselected areas whereby the sensitivity of said load cell to moments with respect to said support means created by the application of said loads will be reduced, said cross section being altered after said strain responsive means are positioned at said preselected areas.
Claim 3
Dependent Claim
20 words
A load cell as recited in claim 1 where said beam cross sectional shape is altered by tapering said beam.
Claim 4
Dependent Claim
33 words
A load cell as recited in claim 1 where said cross sectional shape is altered to shift said neutral axis by removing material from said beam asymmetrically with respect to said neutral axis.
Claim 5
Dependent Claim
28 words
A load cell as recited in claim 1 where said cross sectional shape is altered by removing material from said beam on one side of said neutral axis.
Claim 6
Dependent Claim
26 words
A load cell as recited in claim 1 where said cross sectional shape is altered by thinning said beam asymmetrically with respect to said neutral axis.
Claim 7
Dependent Claim
23 words
A load cell as recited in claim 1 where said cross sectional shape is altered by asymmetrically reducing the width of said beam.
Claim 8
Dependent Claim
51 words
A load cell as recited in claim 1 where said cross section of one of said beams is altered by altering both its cross sectional area and the location of its neutral axis whereby the sensitivity to moments about said longitudinal beam axes and said transverse beam axes will be reduced.
Claim 9
Dependent Claim
35 words
A load cell as recited in claim 7 where said cross sectional area and said location of said neutral axis are altered by removing material from said beam asymmetrically with respect to said neutral axis.
Claim 10
Dependent Claim
26 words
A load cell as recited in claim 7 where said cross sectional area and said location of said neutral axis are altered by tapering said beam.
Claim 11
Dependent Claim
35 words
A load cell as recited in claim 7 where said cross sectional area and the location of said neutral axis are altered by removing material from said beam on one side of said neutral axis.
Claim 12
Dependent Claim
33 words
A load cell as recited in claim 7 where said cross sectional area and the location of said neutral axis are altered by thinning said beam asymmetrically with respect to said neutral axis.
Claim 13
Dependent Claim
30 words
A load cell as recited in claim 7 where said cross sectional area and the location of said neutral axis are altered by asymmetrically reducing the width of said beam.
Claim 14
Independent Claim
116 words
A method of reducing the sensitivity to moments of a parallel beam load cell of the type which includes a pair of spaced parallel beams rigidly interconnected at their respective ends, and a plurality of strain responsive means responsive to strains at selected regions of said beams which comprises the steps of: (a) determining the change in output of said load cell with respect to the change in position of application of load to said load cell; and (b) altering the cross section of one of said beams so as to cause the neutral axis of said beam to shift in the region of one of said selected regions whereby said change in output is reduced.
Claim 15
Independent Claim
116 words
A method of reducing the sensitivity to moments of a parallel beam load cell of the type which includes a pair of spaced parallel beams rigidly interconnected at their respective ends, and a plurality of strain responsive means responsive to strains at selected regions of said beams which comprises the steps of: (a) determining the change in output of said load cell with respect to the change in position of application of load to said load cell; and (b) altering the cross section of one of said beams so as to cause the neutral axis of said beam to shift in the region of one of said selected regions whereby said change in output is reduced.
Claim 16
Dependent Claim
23 words
A method as recited in claim 13 where said change in position is a change transverse to the longitudinal axes of said beams.
Claim 17
Dependent Claim
26 words
A method as recited in claim 14 where said neutral axis is shifted by removing material from said beam asymmetrically with respect to said neutral axis.
Claim 18
Dependent Claim
26 words
A method as recited in claim 14 where said neutral axis is shifted by removing material from said beam on one side of said neutral axis.
Claim 19
Dependent Claim
24 words
A method as recited in claim 14 where said neutral axis is shifted by thinning said beam asymmetrically with respect to said neutral axis.
Claim 20
Dependent Claim
20 words
A method as recited in claim 14 where said neutral axis is shifted asymmetrically reducing the width of said beam.
Claim 21
Dependent Claim
17 words
A method as recited in claim 14 where said neutral axis is shifted by tapering said beam.
Claim 22
Dependent Claim
63 words
A method as recited in claim 13 where said change in output is determined with respect to both a change in position in the direction of the longitudinal axes of said beams and a change in position transverse said longitudinal axes and said cross section is altered whereby said neutral axis of said beam is shifted and said cross sectional area is reduced.
Claim 23
Dependent Claim
20 words
A method as recited in claim 20 where said cross section is altered by removing material asymmetrically from said beam.
Claim 24
Dependent Claim
17 words
A method as recited in claim 20 where said cross section is altered by tapering said beam.
Claim 25
Dependent Claim
18 words
A method as recited in claim 20 where said cross section is altered by asymmetrically narrowing said beam.
Claim 26
Dependent Claim
18 words
A method as recited in claim 20 where said cross section is altered by thinning said beam assymmetrically.
Claim 27
Independent Claim
133 words
A method of reducing the sensitivity to load position of a parallel beam load cell of the type having a pair of spaced parallel beams rigidly interconnected at their respective ends and a plurality of strain responsive elements responsive to surface strains at selected regions of said beams which comprises the steps of: (a) applying a load to said load cell at at least two locations with respect to the support of said load cell; (b) measuring the difference in output of said load cell on account of changing said location of application of load; (c) altering the cross section of one of said beams so as to cause the neutral axis of said beam to shift in the region of one of said selected regions whereby said difference in output is reduced.
Claim 28
Independent Claim
133 words
A method of reducing the sensitivity to load position of a parallel beam load cell of the type having a pair of spaced parallel beams rigidly interconnected at their respective ends and a plurality of strain responsive elements responsive to surface strains at selected regions of said beams which comprises the steps of: (a) applying a load to said load cell at at least two locations with respect to the support of said load cell; (b) measuring the difference in output of said load cell on account of changing said location of application of load; (c) altering the cross section of one of said beams so as to cause the neutral axis of said beam to shift in the region of one of said selected regions whereby said difference in output is reduced.
Claim 29
Dependent Claim
60 words
A method as recited in claim 25 where two of said locations are spaced in the direction of a line transverse the longitudinal axes of said beams whereby a change in moment about said longitudinal axes is effected, and said cross section is altered whereby the neutral axis of said beam at said one of said selected regions is displaced.
Claim 30
Dependent Claim
31 words
A method as recited in claim 26 where said cross section is altered to displace said neutral axis by removing material from said beam asymmetrically with respect to said neutral axis.
Claim 31
Dependent Claim
17 words
A method as recited in claim 26 where said cross section is altered by tapering said beam.
Claim 32
Dependent Claim
26 words
A method as recited in claim 26 where said cross section is altered by removing material from said beam on one side of said neutral axis.
Claim 33
Dependent Claim
18 words
A method as recited in claim 26 where said cross section is altered by thinning said beam asymmetrically.
Claim 34
Dependent Claim
18 words
A method as recited in claim 26 where said cross section is altered by narrowing said beam asymmetrically.
Claim 35
Independent Claim
199 words
A method of reducing the sensivity to moments created by misalignments of applied loads with the support in a parallel beam load cell of the type having a pair of spaced parallel beams rigidly connected at their respective ends and a plurality of strain responsive means responsive to strain at selected regions of said beams which comprises the steps of: (a) determining the change in output of said load cell with respect to a change in position of application of load in a direction parallel to the longitudinal axes of said beams; (b) determining the change in output of said load cell with respect to the change in position of application of load in a direction transverse to the longitudinal axes of said beams; (c) shifting the location of the neutral axis of one of said beams at one of said selected regions whereby the change in load cell output due to a transverse change in position of load will be reduced; and (d) altering the cross sectional area of one of said beams at one of said selected regions whereby the change in load cell output due to a longitudinal change in position of load will be reduced.
Claim 36
Independent Claim
199 words
A method of reducing the sensivity to moments created by misalignments of applied loads with the support in a parallel beam load cell of the type having a pair of spaced parallel beams rigidly connected at their respective ends and a plurality of strain responsive means responsive to strain at selected regions of said beams which comprises the steps of: (a) determining the change in output of said load cell with respect to a change in position of application of load in a direction parallel to the longitudinal axes of said beams; (b) determining the change in output of said load cell with respect to the change in position of application of load in a direction transverse to the longitudinal axes of said beams; (c) shifting the location of the neutral axis of one of said beams at one of said selected regions whereby the change in load cell output due to a transverse change in position of load will be reduced; and (d) altering the cross sectional area of one of said beams at one of said selected regions whereby the change in load cell output due to a longitudinal change in position of load will be reduced.
Claim 37
Dependent Claim
31 words
A method as recited in claim 32 where said shifting in location of said neutral axis and said altering of said cross sectional area are accomplished at the same selected region.
Claim 38
Dependent Claim
36 words
A method as recited in claim 33 where said shifting in location of said neutral axis and said altering of cross sectional areas are accomplished by asymmetrically removing material from said beam at said selected region.
Claim 39
Dependent Claim
18 words
A method as recited in claim 34 where said shifting and altering are accomplished by tapering said beam.
Claim 40
Dependent Claim
41 words
A method as recited in claim 32 where said shifting in location of said neutral axis is accomplished at a first of said selected regions and said altering the cross sectional area is accomplished at a second of said selected regions.
Claim 41
Dependent Claim
39 words
A method as recited in claim 36 where the beam at said first selected region has material removed therefrom asymmetrically with respect to the neutral axis and the beam at said second selected region has material symmetrically removed therefrom.
References Cited (Backward Citations)
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1981-12-04 | 1982-06-05 | 1982-12-05 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1985-12-04 | 1986-06-05 | 1986-12-05 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1989-12-04 | 1990-06-05 | 1990-12-05 | $7700.00 | Window Closed / Lapsed |