US4364279A
Expired / Lapsed
US
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Shear beam load cell system
Assignee: Allegany Technology Inc
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Filing: 1980-12-31
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Granted: 1982-12-21
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Expires: 2000-12-31
Abstract
Abstract A shear beam load cell system (10) for measuring loads applied to a longitudinally extended beam member (12) having a central axis (24) extending in a longitudinal direction (22). Flexure isolation means (26) are formed on opposing longitudinal end sections (28, 30) of the beam member for minimizing strain on a central section (32) of the beam member (12) responsive to load displacements on the beam member (12). A multiplicity of strain gauge members (14, 16, 18, 20) are secured to the central section (32) of the beam member (12). Web flexure means (58) are formed within the central section (32) of the beam member (12) for mounting the strain gauge members (14, 16, 18, 20) to the beam member (12). The shear beam load cell system (10) minimizes stress changes in the central section (32) of the beam member (12) in response to non-measurement loads applied to the beam member (12).
Inventors
- 👤 Harry Stern
- 👤 Charles Airesman
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-04 19:35
CPC Classifications
G; G01; G01L; G01L1/00; G01L1/20; G01L1/22; G01L1/2206; G01L1/2218; G01L1/2225
Claims Analysis
Total Claims: 14
Claim 1
Independent Claim
225 words
A shear beam load cell system comprising: (a) a longitudinally extended beam member having a central axis; (b) flexure isolation means formed on opposing longitudinal end sections of said beam member for minimizing stress changes in a central section of said beam member responsive to non-measurement loads applied to said beam member, said flexure isolation means including at least a pair of through passages formed through each of said opposing longitudinal sections of said beam member, said through passages extending in a transverse direction with respect to said beam longitudinal extension and at least a pair of slots passing through said beam member in a substantially vertical direction from an external surface of said beam member to a respective through passage; (c) a plurality of strain gauge members fixedly secured to said central section of said beam member; and, (d) web flexure means formed within said central section of said beam member for mounting said strain gauge members to said beam member, said web flexure means including a plurality of recesses extending transverse said longitudinal extension from opposing transverse surfaces of said beam member, said recesses defining at least a pair of wells substantially aligned in said transverse direction forming a longitudinally extending web member substantially coincident said central axis, said wells having a transversely directed center line vertically displaced from said beam central axis.
Claim 2
Dependent Claim
225 words
A shear beam load cell system comprising: (a) a longitudinally extended beam member having a central axis; (b) flexure isolation means formed on opposing longitudinal end sections of said beam member for minimizing stress changes in a central section of said beam member responsive to non-measurement loads applied to said beam member, said flexure isolation means including at least a pair of through passages formed through each of said opposing longitudinal sections of said beam member, said through passages extending in a transverse direction with respect to said beam longitudinal extension and at least a pair of slots passing through said beam member in a substantially vertical direction from an external surface of said beam member to a respective through passage; (c) a plurality of strain gauge members fixedly secured to said central section of said beam member; and, (d) web flexure means formed within said central section of said beam member for mounting said strain gauge members to said beam member, said web flexure means including a plurality of recesses extending transverse said longitudinal extension from opposing transverse surfaces of said beam member, said recesses defining at least a pair of wells substantially aligned in said transverse direction forming a longitudinally extending web member substantially coincident said central axis, said wells having a transversely directed center line vertically displaced from said beam central axis.
Claim 3
Dependent Claim
30 words
The shear beam load cell system as recited in claim 1 where said pair of through passages are longitudinally displaced each from the other defining a flexure isolation web member.
Claim 4
Dependent Claim
54 words
The shear beam load cell system as recited in claim 1 where one of said slots extends from an upper surface of said beam member to a respective through passage and said other of said pair of slots extends from a lower surface of said beam member to the other of said through passages.
Claim 5
Dependent Claim
29 words
The shear beam load cell system as recited in claim 3 where said pair of through passages has a cross-sectional area greater than a cross-sectional area of said slots.
Claim 6
Dependent Claim
29 words
The shear beam load cell system as recited in claim 1 where said strain gauge members are fixedly secured on opposing transverse surfaces of said longitudinally extending web member.
Claim 7
Dependent Claim
54 words
The shear beam load cell system as recited in claim 5 where said strain gauge members include: (a) at least one tension strain gauge member; and, (b) at least one compression strain gauge member, said tension strain gauge member and said compression strain gauge member being secured to opposing surfaces of said web member.
Claim 8
Dependent Claim
43 words
The shear beam load cell system as recited in claim 1 including at least one longitudinally directed electrical lead opening extending through said beam central section and at least one end section for passing therethrough electrical lead wires to said strain gauge members.
Claim 9
Dependent Claim
22 words
The shear beam load cell system as recited in claim 7 where said longitudinally extended beam member is substantially cylindrical in contour.
Claim 10
Dependent Claim
44 words
The shear beam load cell system as recited in claim 8 where said beam member includes a first cross-sectional diameter of said beam end sections and a second cross-sectional diameter of said beam member section defining said wells formed in said central beam section.
Claim 11
Dependent Claim
33 words
The shear beam load system as recited in claim 9 where said longitudinally extended beam member includes at least a pair of vertically directed threaded openings extending through said beam member end sections.
Claim 12
Dependent Claim
28 words
The shear beam load system as recited in claim 10 including a vertically directed central threaded opening passing through said central section for engaging a securing bolt member.
Claim 13
Dependent Claim
44 words
The shear beam load system as recited in claim 10 including at least one re-alignment block member for matingly engaging an upper surface of said extended beam member, said re-alignment block member being alignable with at least one of said vertically directed threaded openings.
Claim 14
Dependent Claim
36 words
The shear beam load system as recited in claim 12 where said re-alignment block member is substantially V-shaped in contour, said V-shaped block member being invertably mounted on an upper surface of said extended beam member.
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) | 1985-12-20 | 1986-06-21 | 1986-12-21 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1989-12-20 | 1990-06-21 | 1990-12-21 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1993-12-20 | 1994-06-21 | 1994-12-21 | $7700.00 | Window Closed / Lapsed |