SHEAR BEAM LOAD CELL

Abstract: A shear beam load cell comprising a cantilevered beam member (1) for measuring the shear force imposed on the beam member by the load (F) to be measured and one or more strain gauges mounted on the beam member so that they are affected by the deformation in the beam material. The free deflectable end portion (2) of the beam (1) has a section (10) with reduced material thickness, the upper side of this section being located substantially along the longitudinal neutral axis of the beam and defining a load application surface (11) for the load (F) to be measured. The load application surface (11) has a longitudinal extension, along the neutral axis or its extension, so that the point-of-load application for the load (F) to be measured can be moved along the load application surface in case of thermal expansions due to temperature variations in a tank, weighing container, foundation or the like.

Description: Shear beam load cell The present invention relates to a load cell of the shear beam type comprising a beam member for measuring the shear force imposed on the beam member by the load to be meas¬ ured and one or more strain gauges mounted on the beam member so that they are affected by the deformation in the beam material. It is previously known to use beam-shaped load cells or force transducers based on resistive strain gauges in electronic weighing equipments of various types. The rea¬ son for that is that this type of load cells have proved to be very reliable and they have also the ability to maintain calibration and reproduction data for a long time and under severe weighing conditions. The beam-shaped load cells are also comparatively small in size which make them suitable for built-in and low-profile weighing applica¬ tions. The load cells are usually cylindrical and when they are installed they can therefore often replace an ex¬ isting shaft or any other machine element in order to sense a strain or measure a load without requiring any modification of the equipment in which they are installed. A significant quality of the shear beam type load cells are the ability to withstand side forces, i e forces act¬ ing in directions other than in the measuring direction of the load cell. The load cells do not require any side sup¬ porting means, they can withstand side forces up to 100- 200 % of the nominal load value. However, a load cell can be affected also by other unde¬ sired forces and as usually in measuring applications it is the temperature and specifically temperature variations that cause measuring errors. Of course the strain gauges which are used in the load cell have themselves a certain temperature dependence caused by the fact that the measur¬ ing element and the resistive wire have different thermal expansion coefficients. If, however, at least four strain gauges are used and if they are of the same kind and glued on the same material, then the changes in resistance caused by the temperature variations will be the same for each of the strain gauges. As the strain gauges are ar¬ ranged in a bridge circuit the balance of the bridge will not be changed. Undesired load forces affecting the measuring accuracy are also caused by for instance temperature expansions in the weighing container or platform. For that reason the load cell is usually provided with a bearing or other type of embodiment for eliminating this type of disturbing forces, such as side forces or twisting moments of torsion. In SE-PS 82 01365-7 it is disclosed a cylinder-shaped load cell with such a built-in bearing for permitting a side movement of the measuring body on a plane base support member. The load cell can be positioned directly on a foundation or other base support member in such a manner that it is permitted to move in a side direction. By means of such a built-in bearing the load cell can be loaded via a loading bracket without any additional bearings re¬ quired. In many applications, however, this type of movements on a plane foundation or base support member is not permitted by the actual design of the weighing equipment. Further¬ more, the bearing built into the cylinder-shaped measuring body makes this type of load-cell comparatively expensive. The built-in bearing, in the form of for instance a slide bearing or a roll bearing, must be designed with a high degree of accuracy and withstand the often very heavy load forces which are applied to this type of load cells. Another type of prior art load cell is disclosed in US-PS 3,960,228. This load cell has a free deflectable beam se¬ cured to a foundation or other mounting means in such a manner that the free deflectable weigh end of the beam is suitably supported for receiving a vertical load force to be measured. The strain gauges are positioned on opposite sides of the beam and orientated substantially at a 45° angle to the longitudinal neutral axis of the beam. A re¬ cess is formed in the free end of the deflectable beam in the load-measuring direction so that the vertical force of the load is applied on a load bearing surface within the recess. The load bearing surface within the recess is lo- cated close to the longitudinal neutral axis of the shear beam so that the moment arm and the twisting moment of an adverse side force affecting the shear beam are minimized. Thus, in this type of load cells the measurement inaccura¬ cy, due to imperfect positioning of the strain gauges on opposite sides of the shear beam, is reduced. Also in case of a precise positioning of the two opposite strain gauges said arrangement does not solve the prob¬ lems, however, due to thermal expansions in the weighing container or weighing platform. The shear beam is secured to a foundation or the like and is not permitted to any movement for compensating such thermal expansions. In SE-PS 311 573 it is previously disclosed a load cell in the form of a shear beam, in which the free deflectable end of the shear beam is fastened to one end of a second beam extending parallel to and freely at the side of the first beam and which second beam is shorter than the first beam, the free end of said second beam providing the re- ceiving surface for the load force to be measured. This second beam is preferably made as a sleeve member freely enclosing the first beam. One important advantage of such an arrangement is the fact that the load cell is substantially insensitive to any change in point-of-load application. Specifically, any changes of the point-of-load application due to thermal expansions in a weighing container or a weighing founda- tion affect the result of the measurement only to a very small degree. Even if this type of load cells with a second sleeve en- closing the first shear beam has this important advantage it should be understood that this type of load cell is more expensive in construction. Therefore, a load cell is desired which is more simple in construction. The object of the present invention is to provide a shear beam load cell which is simpler in construction but which yet is very insensitive to undesired forces such as ad¬ verse side forces and twisting moments as well as thermal expansions. According to the invention the free end of the shear beam has a section with reduced material thickness, the upper surface of this section being located substantially along the longitudinal neutral axis of the shear beam and pro- viding the surface upon which the load to be measured is applied. This surface could be a plane surface, convex, concave or the like, but the surface upon which the load is applied should have an extension in the longitudinal direction, i e in the direction of the neutral axis, so that the point-of-load application could be moved along the surface in case of thermal expansions. Preferably the load force is applied by means of an U- formed loading bracket which is supported on said surface and which is movable along the surface in case of thermal expansions. In one preferred embodiment said loading bracket is closed to provide at the same time a tilting stop. The load application surface is preferably provided with a gliding stop outermost on the beam to limit the movement along the surface for the load supporting bracket or the like. In the following the invention will be described more in detail with reference to the accompanying drawings which are illustrating some examples of the shear beam. Figure 1 is a perspective view of a load cell according to the in¬ vention provided with a load supporting, closed bracket, Figure 2 illustrates some examples how the load applica¬ tion surface could look like and Figure 3 illustrates some exemples how the loading bracket can be connected to the load application surface of the shear beam. The load cell illustrated in figure 1 generally comprises a beam member 1 having a free deflectable end portion 2 and a mounting end portion 3 which is in integral connec- tion with a plate support section 4 fastened to a founda¬ tion or the like by means of bolts 5, 6. Recesses 7 are formed on opposite sides of the free deflectable part of the cantilevered beam member for defining a symmetrical, substantially l-shaped transverse cross-section. Strain gauges are mounted in said recesses in a known manner for measuring the shear strain caused by a load F applied to the free deflectable end portion 2 of the beam by means of a loading bracket 8. In the example the beam member 1 has the general configuration of a parallelepiped, but it should be understood that the beam as well could be cylin¬ drical. The mounting end portion 3 has a cable connection 9 for the strain gauges. The strain gauge arrangement per se is conventional, however, and will not be described in any detail here. From figure 1 it can be seen that the free deflectable end portion 2 of the beam has a section 10 with reduced mate- rial thickness. Specifically, on the upper side of the free deflectable beam portion material has been milled or cut away so that a load application surface 11 is formed which surface is located along the longitudinal neutral axis N of the beam. As already mentioned in the introduc¬ tory portion of the specification it is an advantage if the point-of-load application is located on the neutral axis of the beam. According to the invention the load application surface has a longitudinal extension, along the neutral axis of the beam or its extension, so that the point-of-load ap¬ plication can be moved along the surface. This is the case if the loading bracket 8 is connected to a load which is affected by thermal expansion. The loading bracket 8 will then slide along the surface 11. The beam has a sliding or security stop 12 to limit the magnitude of the longitudi¬ nal movement. The U-shaped loading bracket 8 is closed by means of a bottom member 13 so that the loading bracket also has the function of a tilting stop protection. The load application surface has a somewhat rounded pro¬ file. In figure 2 it is illustrated some examples with different profiles for the load application surface. Fig¬ ure 2a shows a convex, somewhat rounded load application surface, figure 2b a corresponding concave profile, figure 2c a trapezoidal, convex profile, figure 2d a correspond¬ ing concave profile and figures 2e, 2f, and 2g illustrat- ing the same surfaces but together with sliding stops 12' , 12' ' and 12' ' ' . As already mentioned the loading bracket is preferably closed so that it also can prevent a possible tipping mo- tion. Its contact surface 14 against the load application surface can be curved in the longitudinal direction of the load application surface, as indicated in figure 3a, as well as perpendicular to the longitudinal direction of the load application surface, as indicated in figure 1. The curved contact surface 14 in figure 3a reduces the con¬ tacting surface against the load application surface and thereby also the friction, which is an advantage. One al¬ ternative embodiment for reducing the friction is illus- trated in figure 3b. In this case the loading bracket has a plane contact surface 14' , seen in the longitudinal di¬ rection of the load application surface, while the load application surface itself has a small elevation 15 in its mid-section. In certain cases it could be an advantage if the loading bracket maintains a stable position on the midsection of the load application surface of the mesuring beam. In fig- ure 3c it is illustrated how the load application surface in its longitudinal direction has been made somewhat con¬ cave so that the loading bracket tends to be retained in a stable neutral position. It should be appreciated that the elevation 15 as well as the concavity in figure 3c are comparatively small so that the load application surface is still located substantially in a plane in the longitu¬ dinal direction of the neutral axis of the measuring beam. The load to be measured could for instance be a tank or a large container which is affected by thermal expansions. The loading bracket 8 is then secured to the supporting leg of the tank and arranged in a vertical, natural work¬ ing position along the load application surface 11 and from which position it is prevented to deviate by means of its bottom member 13. This bottom member prevents the loading bracket from leaving the load cell even in case of lifting forces, due to for instance heavy winds on an out¬ door tank or container. In order to at all allow such a closed loading bracket the underside 16 of the outermost portion of the measuring beam section with reduced materi¬ al thickness has a straight or rounded bevelled portion 17. Thanks to this bevelled portion the loading bracket can be put on to the beam under an angle and then put into a vertical position in which the loading bracket has a vertical play which is less than the height of the gliding stop 12. The invention is not limited to the illustrated embodi¬ ments but can be varied within the scope of the accompany¬ ing claims.

Claims: CLAIMS 1. A shear beam load cell comprising a beam member for measuring the shear force imposed on the beam member by the load to be measured and one or more strain gauges mounted on the beam member so that they are affected by the deformation in the beam material c h a r a c t e r ¬ i z e d i n that the free deflectable end portion (2) of the shear beam member (1) has a section (10) with reduced material thickness, the upper side of this section being located substantially along the longitudinal neutral axis of the shear beam and providing the surface (11) upon which the load (F) to be measured is applied, said load application surface (11) having a longitudinal extension, i e in the extension of the neutral axis, so that the point-of-load application can be moved along the surface (11) in case of thermal expansions in the weighing con¬ tainer or foundation. 2. A load cell according to claim 1 c h a r a c t e r i ¬ z e d i n that the shear beam member (1) has a glide stop protection (12) located outermost on the free de¬ flectable end portion (2) of the beam in order to limit the magnitude of the movement of the point-of-load appli¬ cation of the load force (F) on the longitudinal load ap¬ plication surface (11). 3. A load cell according to claim 1 c h a r a c t e r i - z e d i n that the load application surface (11) has a somewhat rounded, convex profile (figure 2a). 4. A load cell according to claim 1 c h a r a c t e r i ¬ z e d i n that the load application surface (11) has a trapezoidal, convex profile (figure 2c) . 5. A load cell according to claim 1 c h a r a c t e r i ¬ z e d i n that the load application surface (11) has a somewhat rounded, concave profile (figure 2b). 6. A load cell according to claim 1 c h a r a c t e r i ¬ z e d i n that the load application surface (11) has a trapezoidal, concave profile (figure 2d). 7. A load cell according to claim 1 c h a r a c t e r i ¬ z e d i n that the load force (F) is applied on the free deflectable end portion of the shear beam (1) by means of an U-shaped loading bracket (8) having a contact surface (13) between the two legs of the loading bracket which surface (13) is in contact engagement with the load appli¬ cation surface (11) of the shear beam. 8. A load cell according to claim 1 c h a r a c t e r i ¬ z e d i n that the loading bracket (8) has a closed de¬ sign by means of a bottom member (14) so that the loading bracket at the same time provides a tilting stop protec¬ tion. 9. A load cell according to claim 8 c h a r a c t e r i ¬ z e d i n that the under-side (16) of the section with reduced material thickness has an outer bevelled portion (17) to permit the loading bracket to be put onto the beam under an angle before it is put into its vertical load ap¬ plication position.

Inventors: ANDERSSON GOERAN, ANDERSSON, GOERAN
Applicants: ANDERSSON GOERAN, NOBEL ELEKTRONIK AB, ANDERSSON, GOERAN
Application year: 1997
Main classification: G01G3
IPC codes: G01G3, G01G21, G01L1