The present invention relates generally to weighing apparatus of the type utilizing load sensing structures for generating electrical signals proportional to a load pro- vided on a deck supported by at least two flexure members having strategically placed strain gages that generate electrical signals in a bridge circuit. The bridge circuit provides an output proportional to the load placed on the deck. The general purpose of the present invention is to provide such a load sensing structure wherein the configura¬ tion and orientation of the flexure members and the location for the strain gages are so selected that side loads exerted on the deck and on the load sensing structure will not con- tribute significant errors to the signals produced in the bridge circuit by the strain gages as a result of forces applied perpendicularly to the deck.

In a preferred embodiment of the invention the deck is generally rectangular and the load sensing structure in- ludes four flexure members adjacent the corners of the rec¬ tangle to support the deck in spaced parallel relationship to an underlying platform or fixed structure. Each flexure member is strain sensitive in the vertical direction having oppositely facing attachment portions secured to the deck and to the platform respectively. An intermediate portion

of the flexure member is provided between these attachment

_ portions and has a generally U-shape with generally parallel flexure legs or beams connected in cantilever fashion to the attachment portions respectively. These legs extend away from the attachment portions in generally parallel relation¬ ship to one another and to the plane of the rectangular deck. The intermediate portion of each flexure member further includes a rigid base of the U-shape intermediate portion, which base serves to connect the free ends of the cantilevered flexure legs to one another. The flexure legs are cantilever mounted to one another and to their respec¬ tive attachment portions.

As so constructed and arranged a deck is supported by at least two such strain sensitive flexure members. The flexure members are fitted with two strain gages on at least one of the legs of the U. A first one of the two strain gages is provided closer to an associated attachment portion of the flexure member and the other strain gage is provided closer to the base than the first. As a result of this geometry for the flexure member, and as a result of these locations for the two strain gage elements associated with each flexure member, both strain gages can be provided in a conventional bridge circuit so as to complement one another in response to loads imposed perpendicular the deck. These strain gages will

tend to cancel the signals generated by one another as a result of side loads imposed on the deck structure that is in the plane of the deck structure itself. For example, side loads imposed on the deck structure and/or loads imposed on the deck structure by expansion and contraction of the deck itself will not result in extraneous or erron¬ eous signals when the weighing apparatus is used for its primary purpose of detecting downward forces perpendicular to the deck structure. BRIEF DESCRIPTION OF THE DRAWINGS

Fig. 1 shows in a perspective view the overall configuration for a weighing apparatus incorporating a load sensing structure in accordance with the present invention. Fig. 2 is a detailed view of one flexure member and associated strain gages apart from the deck and platform structure in the weighing apparatus of Fig. 1.

Fig. 3 illustrates schematically the physical de¬ formation of the flexure member as a result of a downward force exerted on the deck structure perpendicular to the surface of the deck.

Fig. 4 illustrates schematically the deformation of the flexure member of Fig. 3 when side load are imposed on the deck structure relative to the fixed underlying plat¬ form. Fig. 3A illustrates schematically the deflection or

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deformation of the flexure member of Fig. 3 but with move¬ ment depicted relative to the base of the U-shaped inter¬ mediate portion rather than relative to the platform as a result of a downward force exerted perpendicularly to the plane of the deck.

Fig. 4A illustrates schematically the flexure member of Fig. 4 but with both attachment portions of the flexure member shifted laterally relative one another in order to illustrate the deflection for the legs of the U-shaped intermediate portion.

Fig. 5 illustrates a typical Wheatstone bridge circuit of the type utilized to indicate changes in the electrical signals produced in the paired strain gages provided on a flexure member in accordance with the present invention. Fig. 6 is a plan view of the flexure members with the deck omitted to identify the various strain gages provided on these members.

Fig. 7 is a Wheatstone bridge circuit with all eight strain gages of Fig. 6 in a single bridge circuit. DETAILED DESCRIPTION

Turning now to the drawings in greater detail, Fig. 1 shows a weighing apparatus in the form of a load sensing structure including a fixed frame or platform 10 together with four identical strain sensitive flexure members 12, 12', 12' * and 12' * ' provided at opposite corners of a gen-

erally rectangular deck 14. Placement of an object to be weighed on the deck 14 will deform the four flexure members and permit appropriately placed strain gages to detect deformation of these flexure members through electrical signals generated by a bridge circuit of the type illus¬ trated in Fig. 5.

In accordance with the present invention and as illustrated in Fig. 2, each flexure member 12 has opposed oppositely facing attachment portions 12a, 12b one of which is secured to the platform 10 and the opposite attachment portion 12a is secured to the underside of the deck 14 pre¬ ferably by two or more screws or bolts as suggested in Fig. 1.

With reference to Fig. 3 it will be apparent that a downward load L exerted on the deck 14 tends to deform the generally parallel legs 12c and 12d of the flexure member 12 from the solid to the broken line positions shown.

While the provision of a flexure member between a deck and frame or platform in a weighing apparatus is old in the art, the present configuration for the flexure member fixedly connected between the platform and the deck together with the specific locations for the strain gage means leads to improved results with the use of two or more such flexure members in a load sensing structure. As shown in Fig. 2 the upper leg or beam 12c of the flexure member 12 is provided

with strain gage means in the form of two individual strain gages A, B that are provided in spaced relationship to one another on the flexure leg 12c and more particularly so that one of said two gages A is provided closer to the attachment portion 12a associated with the underside of the deck 14. Furthermore, the other of said two strain gages B is pro¬ vided close to the relatively rigid base portion 12e of the flexure member 12 than is the said one strain gage A.

Fig. 5 shows how the two strain gages A and B might be provided in a Wheatstone bridge circuit so that the bridge circuit can be energized by electrical input power means 20 in order to provide an indication on a suitable indicator I related to the strain sensed by the gages A and B collectively. Where a typical Wheatstone bridge might provide for only one of the four resistors in the bridge circuit as a strain measuring gage the present invention contemplates the use of two resistances A and B in the form of strain gage sensing elements in order that the electrical resistance variation caused by the strain sensed in these gages A and B will have a accumulative or complementary effect on the resulting bridge circuit leading to an in¬ creased amplitude signal for the indicator I as a result of a given load on the deck 14 tending to compress the flexure member attachment portions 12a and 12b toward one another. Referring now more particularly to Fig. 3a the

attachment portions 12a and 12b are shown in full lines in an unstressed configuration and in broken lines in exag¬ gerated form to illustrate the deflected or stress config¬ uration as a result of a downward load L on the deck or upper attachment portion 12a. As illustrated in Fig. 3a the leg or beam 12c of the flexure member 12 will assume a shape approximating that shown in Fig. 3a so as to generate in strain gage A a flexural compressive strain and so as to generate in strain gage B a flexural tensile strain. When the resistance changes resulting from these oppositely dir¬ ected strains of strain gages A and B is provided in the bridge circuit of Fig. 5, the resulting effect on indicator I will be accumulative or complementary and increase the displacement or amplitude of the indicator I. Turning next to a more detailed description of

Figs. 4 and 4A the reader will recall the initial purpose for the unique geometry for the flexure member 12 and placement of the strain gages A and B set out hereinabove. More particularly, the purpose of the present invention is to provide not only a load sensing structure for presenting a visual indication of strain, by a flexure member provided between a deck and a platform, but to also obviate or elimi¬ nate as nearly as possible the extraneous signals imposed on these gages when a force other than the downward force L is provided on the deck or by the deck 14. As illustrated in

Fig. 4, the deck 14 may experience a side load of the type illustrated as S in Fig. 4 with the result that flexure ■ member 12 can be deformed from the solid line position of Fig. 4 to a deformed condition as suggested generally by the broken lines of Fig. 4. As a result of the geometry for the flexure member 12 the legs or beams 12c and 12d will be bent upwardly as suggested in this view with the top or upper leg 12c being placed in tension plus bending throughout its length and with the lower leg 12d being placed in compres- sion plus bending at least along its upper surface. As shown in Fig. 4 and as indicated generally by the two T's indicated at the upper surface of the upper leg 12c, strain gages A and B will both tend to provide an indication in bridge circuit of Fig. 5 of a tension force and an assoc- iated resistance change at the locations located generally at A and B in this view. As a result, the bridge circuit will still be balanced and the indicator I will not indicate displacement such as would be the case from imposition of the downward load L. It will be apparent that should the side force S illustrated in Fig. 4 be reversed in direction, the two strain gages A and B will then be placed in com¬ pression, but in equal amounts, the result being that strain gages A and B in the bridge circuit of Fig. 5 will tend not to unbalance the bridge in much the same manner as described above with reference to the actual side force S of Fig. 4.

The geometry for the flexure member 12 together with the placement of the strain gages A and B on the leg or beam of the flexure member 12 provides a unique result when these strain gages are wired into the Wheatstone bridge cir- cuit as suggested in Fig. 5. More particularly, the result will be that indicator I provides an' accurate indication of the magnitude in the direction of the force L but will not experience any unwanted changes plus or minus due to the imposition of the side forces such as indicated at S in Fig. 4 on the deck 14 of the type that might for example be caused by changes in temperature of the deck 14 relative to the platform 12 and/or by side forces however imposed. Referring now to Fig. 6 the total strain gage patterns for the four flexure members 12, 12', 12' ' and 12''' as shown in Fig. 1. These eight gages are preferably all placed in a common bridge circuit as suggested in Fig. 7. Note that each pair A and B, A ¹ and B', A' ' and B ¹¹ , A* • * and B ¹ '' is provided so that the gages are adjacent one another. Finally, it should be noted that the flexure members 12, 12', 12'' and 12*'' are oppositely oriented so that their opposed attachment portions are located adjacent the four corners of the rectangular deck 14. Furthermore, each flexure member has its attachment portions located one above the other, an orientation that is maintained even as

the deck 14 moves down in response to a vertical load or weight imposed on it. As suggested in Fig. 3, for example, the rigid base 12e is supported solely by the legs or beams of the flexure member and therefor is moved with these legs (in addition to causing these legs to be deformed to create compression in gage A and tension in leg B for example}. This geometry assures that deck itself does not create any bending stresses on the flexures during such weight induced deformations. Thus, the loading sensing structure described and claimed herein has a degree of lateral compliance not achievable in prior art weighing apparatus generally.