Switched-resistor sensor bridge, corresponding system and method
US-2017356813-A1 · Dec 14, 2017 · US
US9897495B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9897495-B2 |
| Application number | US-201214441718-A |
| Country | US |
| Kind code | B2 |
| Filing date | Nov 12, 2012 |
| Priority date | Nov 12, 2012 |
| Publication date | Feb 20, 2018 |
| Grant date | Feb 20, 2018 |
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A load cell includes a flexural element in which a Roberval mechanism is formed by a pair of top and bottom parallel beams each including two thin sections at a back and a front in a longitudinal direction, which are integrated with a fixed portion and a movable portion, and strain gauges bonded to the thin sections. Strain gauges are bonded to one of the thin sections of pulling side and to one of the thin sections of compressing side, and circular apertures are formed through the remaining two thin sections. The performances of the load cell such as the reduction of the measurement error and of the period of time before the start of the measurement are achieved.
Opening claim text (preview).
The invention claimed is: 1. A Roberval load cell comprising: a flexural element in which a Roberval mechanism is formed by a pair of top and bottom parallel beams each including two thin sections at a back and a front in a longitudinal direction, which are integrated with a fixed portion and a movable portion, and strain gauges bonded to the thin sections; wherein each of the thin sections is formed to have a constant thickness in an entire region in a width direction of the flexural element by a horizontal penetration-aperture in an eyeglass-like shape formed through the flexural element, wherein, when a downward load is exerted on the movable portion, compressing stresses act on the thin section near the movable portion of the top beam and on the thin section near the fixed portion of the bottom beam out of four thin sections, and pulling stresses act on the thin section near the fixed portion of the top beam and on the thin section near the movable portion of the bottom beam out of the four thin sections, and the strain gauges are bonded to either of the two thin sections on which the pulling stresses act and to either of the two thin sections on which the compressing stresses act, and nearly circular vertical penetration-apertures are formed through centers in a width direction of the two remaining thin sections on which no strain gauges are bonded, wherein the penetration-apertures penetrate through the thin sections. 2. The Roberval load cell as claimed in claim 1 , wherein each of the strain gauges is bonded to the two thin sections of the top beam while each of the nearly circular vertical penetration-apertures is formed through the two thin sections of the bottom beam. 3. The Roberval load cell as claimed in claim 1 , wherein each of the strain gauges is bonded to the two thin sections of the bottom beam while each of the nearly circular vertical penetration-apertures is formed through the two thin sections of the top beam. 4. The Roberval load cell as claimed in claim 1 , wherein each of the strain gauges is bonded to the two thin sections near the fixed portions of the pair of the top and the bottom beams while each of the nearly circular vertical penetration-apertures is formed through the two thin sections near the movable portions of the pair of the top and the bottom beams. 5. The Roberval load cell as claimed in claim 1 , wherein each of the strain gauges is bonded to the two thin sections near the movable portions of the pair of the top and the bottom beams while each of the nearly circular vertical penetration-apertures is formed through the two thin sections near the fixed portions of the pair of the top and the bottom beams.
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