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JP4192820B2 - Load cell - Google Patents
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JP4192820B2 - Load cell - Google Patents

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JP4192820B2
JP4192820B2 JP2004083976A JP2004083976A JP4192820B2 JP 4192820 B2 JP4192820 B2 JP 4192820B2 JP 2004083976 A JP2004083976 A JP 2004083976A JP 2004083976 A JP2004083976 A JP 2004083976A JP 4192820 B2 JP4192820 B2 JP 4192820B2
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strain
load
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load cell
gauges
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JP2005274178A (en
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伸幸 吉桑
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Shimadzu Corp
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Description

本発明は歪みゲージを用いたロードセルに関し、特に、電子天びんの荷重センサ等、正確な荷重の検出が要求される用途に適したロードセルに関する。   The present invention relates to a load cell using a strain gauge, and more particularly to a load cell suitable for an application requiring accurate load detection, such as a load sensor of an electronic balance.

歪みゲージ式のロードセルにおいては、一般に、荷重の作用により弾性変形する起歪体に複数の歪みゲージを貼着し、その各歪みゲージによりホイートストンブリッジを構成して、そのホイートストンブリッジの出力を起歪体に作用する荷重の大きさの検出出力として用いる。   In a strain gauge type load cell, generally, a plurality of strain gauges are attached to a strain generating body that is elastically deformed by the action of a load, and each strain gauge constitutes a Wheatstone bridge, and the output of the Wheatstone bridge is strained. Used as a detection output of the magnitude of the load acting on the body.

図4は、従来のロードセルの構成を示す斜視図である。この例における起歪体20は、一対の柱部20a、20bを備えるとともに、この各柱部20a、20bを、それぞれの両端部に起歪部eを有する上下2本の梁部20c、20dで連結した構造を有し、また、この梁部20cの2箇所の起歪部eに歪みゲージS1、S2、梁部20dの2箇所の起歪部eに歪みゲージS3、S4が貼着され、これらの歪みゲージS1〜S4が図5に示すようなホイートストンブリッジ13の回路に組み込まれることによってロードセルが構成されている。   FIG. 4 is a perspective view showing a configuration of a conventional load cell. The strain body 20 in this example includes a pair of column portions 20a and 20b, and the column portions 20a and 20b are formed by two upper and lower beam portions 20c and 20d each having a strain generation portion e at both ends. In addition, the strain gauges S1 and S2 are attached to the two strain-generating portions e of the beam portion 20c, and the strain gauges S3 and S4 are attached to the two strain-generating portions e of the beam portion 20d. These strain gauges S1 to S4 are incorporated into a circuit of the Wheatstone bridge 13 as shown in FIG. 5 to constitute a load cell.

以上の構成において、各柱部20a、20bのうちのいずれか一方、例えば柱部20aを固定しただけの状態、すなわち測定荷重Wが負荷されていない無負荷時におけるホイートストンブリッジ13の出力電圧(オフセット電圧)Voは、0Vに近く、他方、柱部20bに測定荷重Wを負荷したとき、各起歪部eはその位置によって圧縮又は引張りの力を受け、歪みゲージS1、S4は圧縮方向の、また歪みゲージS2、S3は引張り方向の力を受けて弾性変形する。この弾性変形により各歪みゲージS1〜S4の抵抗値が変化し、ホイートストンブリッジ13の出力電圧Voは荷重に応じて変化する。   In the above configuration, the output voltage (offset) of the Wheatstone bridge 13 in a state where only one of the column portions 20a and 20b, for example, the column portion 20a is fixed, that is, when no measurement load W is applied. (Voltage) Vo is close to 0V, and on the other hand, when the measurement load W is applied to the column part 20b, each strain generating part e receives a compressive or tensile force depending on its position, and the strain gauges S1, S4 are in the compression direction. The strain gauges S2 and S3 are elastically deformed by receiving a force in the tensile direction. Due to this elastic deformation, the resistance values of the strain gauges S1 to S4 change, and the output voltage Vo of the Wheatstone bridge 13 changes according to the load.

上記のようなロードセルにおいては、貼着したいずれの歪みゲージS1〜S4も図6に示す歪みゲージの特性図における圧縮動作領域か引張り動作領域かいずれか一方の領域での使用、すなわち、本来歪みゲージS1〜S4が有する動作可能領域の1/2以下の動作領域の使用に留まっているので、出力変化量が小さく測定分解能、S/N比等が低く、高精度化が難しい。そこで、例えば、出力変化量を大きくする方法として、図4に示したような各起歪部eの近傍にそれぞれ歪み量が異なるもう一つの起歪部を設け、この起歪部には測定レンジの異なる歪みゲージを貼着してホイートストンブリッジを構成し、測定荷重の大きさにより、2つのホイートストンブリッジからの出力を切替えて使用する方法が提案されている(例えば、特許文献1参照。)。
特開平11−201839号公報
In the load cell as described above, any of the attached strain gauges S1 to S4 is used in either the compression operation region or the tension operation region in the characteristic diagram of the strain gauge shown in FIG. Since the operating area of the gauges S1 to S4 is less than ½ of the operable area, the output change amount is small, the measurement resolution, the S / N ratio, etc. are low, and high accuracy is difficult. Therefore, for example, as a method of increasing the output change amount, another strain generating portion having a different strain amount is provided in the vicinity of each strain generating portion e as shown in FIG. A method has been proposed in which a Wheatstone bridge is constructed by attaching different strain gauges, and the output from the two Wheatstone bridges is switched depending on the magnitude of the measurement load (see, for example, Patent Document 1).
JP-A-11-201839

従来のロードセルは上記のように構成されているが、荷重負荷の歪み量が異なる起歪部を連設して、それぞれに測定レンジの異なる歪みゲージを貼着してホイートストンブリッジを構成し、荷重の大きさにより出力を切替え出力変化量を大きくする方法では、構造が複雑化することと、歪みゲージ数が増加することにより、製造工数やコストが増加し、形状も大きくなるという問題がある。
本発明は、このような状況に鑑みてなされたものであって、荷重負荷時の出力変化量を大きくした高精度なロードセルを提供することを目的とするものである。
The conventional load cell is configured as described above, but a strain generating part with a different load load strain amount is connected in series, and a strain gauge with a different measurement range is attached to each to form a Wheatstone bridge. In the method of switching the output according to the size of the output and increasing the amount of change in output, there are problems that the structure becomes complicated and the number of strain gauges increases, thereby increasing the number of manufacturing steps and costs and the shape.
The present invention has been made in view of such a situation, and an object of the present invention is to provide a high-accuracy load cell in which an output change amount when a load is applied is increased.

上記の目的を達成するため、本発明のロードセルは、長方体の母材をくり抜くことで、平行に配置された上、下一対の梁部と、これらの梁部の両端に連結された柱部とを形成してなる起歪体の前記梁部の薄肉部に複数の歪みゲージを貼着し、これらの歪みゲージでホイートストンブリッジを構成するとともに、測定荷重が負荷されていない状態での出力を基準とし、負荷した状態での出力変化を重量値に換算して荷重の検出を行なうロードセルにおいて、測定荷重が負荷されることにより生じる歪みとは逆方向の歪みを予め前記起歪部に形成しておき、無負荷状態において歪みゲージを変形させることにより、無負荷状態での出力を負の方向に移動させて出力変化量を大きくするようにした。
本発明のロードセルは、上記のように構成されており、簡単な構造の起歪体を用いて荷重負荷時の出力変化量を大きくすることができる。
In order to achieve the above object, the load cell of the present invention is formed by hollowing out a rectangular base material and arranged in parallel, and a pair of lower beam portions and columns connected to both ends of these beam portions. A plurality of strain gauges are affixed to the thin wall portion of the beam portion of the strain body formed by forming a portion, and a Wheatstone bridge is configured with these strain gauges, and output in a state where no measurement load is applied In the load cell that detects the load by converting the output change in the loaded state into a weight value, a strain in the direction opposite to the strain caused by the measurement load is formed in advance in the strain generating section In addition, by deforming the strain gauge in the no-load state, the output in the no-load state is moved in the negative direction to increase the output change amount.
The load cell of the present invention is configured as described above, and an output change amount when a load is applied can be increased using a strain generating body having a simple structure.

本発明のロードセルは、定格荷重負荷時に発生する歪みと逆方向の歪みを、あらかじめ各起歪部に形成しておくことにより、歪みゲージの引張り及び圧縮動作領域全体を利用して、荷重を電気信号に変換できるので、大きな出力変化量が得られ、荷重検出器として測定できる荷重範囲を広げることが可能となり、これに伴い測定分解能及びS/N比等が改善され精度が向上する。   In the load cell of the present invention, the strain generated in the opposite direction to the strain generated when the rated load is applied is formed in advance in each strain generating portion, so that the load can be electrically transmitted by utilizing the entire tension and compression operation region of the strain gauge. Since it can be converted into a signal, a large amount of change in output can be obtained, and the load range that can be measured as a load detector can be widened. As a result, the measurement resolution, S / N ratio, etc. are improved and the accuracy is improved.

以下、図面を参照しながら本発明の実施例の形態について説明する。図1は本発明の実施の形態の構造を示す図であって、(a)は正面図、(b)は平面図、(c)は底面図を示している。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1A and 1B are diagrams showing the structure of an embodiment of the present invention. FIG. 1A is a front view, FIG. 1B is a plan view, and FIG. 1C is a bottom view.

本発明のロードセルは、図1に示すように、長方体形状の弾性体金属母材を正面方向から見て、互いに斜め方向に向かい合って同一半径の円弧孔がくり貫かれるとともに、これらの円弧孔が連通する形でくり抜かれることにより起歪部1、2を両端部に有する梁部6と起歪部3、4を両端部に有する梁部7を上下に平行して形成するとともに、この梁部6、7の両端を連結する一対の柱部8、9を形成してなる起歪体5と、前記起歪部1〜4に接着剤を塗布して貼着された金属はく形または半導体形の歪みゲージG1〜G4とから構成されている。   As shown in FIG. 1, the load cell of the present invention has a rectangular-shaped elastic metal base material seen from the front direction, and arc holes of the same radius facing each other in an oblique direction. By forming a beam portion 6 having strain-generating portions 1, 2 at both ends and a beam portion 7 having strain-generating portions 3, 4 at both ends by being hollowed out in a form in which the holes communicate with each other, A strain body 5 formed by forming a pair of column portions 8 and 9 for connecting both ends of the beam portions 6 and 7, and a metal foil attached by applying an adhesive to the strain portions 1 to 4. Or strain gauges G1 to G4 of a semiconductor type.

前記起歪部1、4は、図2(a)に示すように平面上に円弧の一部が突き出した形に形成され、前記起歪部2、3は、図2(b)に示すように平面上に円弧が窪んだ形に形成され、前記起歪部1〜4の表面には対応する各歪みゲージG1〜G4が接着剤11を介して貼着されている。前記起歪部1、4の円弧の半径をR1、起歪部2、3の半径をR2、接着剤11の膜厚をtとすると、前記歪みゲージG1、G4には(1)式に示すような引張り方向の初期歪みε1が、また歪みゲージG2、G3には(2)式に示すような圧縮方向の初期歪みε2が生じる。
ε1=(t/2)/(R1+t/2)・・・(1)
ε2=(t/2)/(R2+t/2)・・・(2)
As shown in FIG. 2A, the strain generating portions 1 and 4 are formed in a shape in which a part of a circular arc protrudes on a plane, and the strain generating portions 2 and 3 are formed as shown in FIG. Each of the strain gauges G <b> 1 to G <b> 4 is attached to the surface of the strain generating portions 1 to 4 via an adhesive 11. When the radius of the arc of the strain generating portions 1 and 4 is R1, the radius of the strain generating portions 2 and 3 is R2, and the film thickness of the adhesive 11 is t, the strain gauges G1 and G4 are represented by the formula (1). An initial strain ε1 in the tension direction as described above, and an initial strain ε2 in the compression direction as shown in the equation (2) occurs in the strain gauges G2 and G3.
ε1 = (t / 2) / (R1 + t / 2) (1)
ε2 = (t / 2) / (R2 + t / 2) (2)

上記歪みゲージG1〜G4として、図6の歪みゲージ特性図に示されるような同一特性のものを使用する。そして、起歪部1、4の半径R1は、歪みゲージG1、G4の初期歪みε1が引張り方向の最大動作歪み(P点の歪み)であるとしたときの(1)式から算出される値を、そして起歪部2、3の半径R2は、歪みゲージG2、G3の初期歪みε2が圧縮方向の最大動作歪み(Q点の歪み)であるとしたときの(2)式から算出される値を用いる。これにより、歪みゲージG1、G4にはP点に該当する引張り方向の初期歪みが発生し、歪みゲージG2、G3にはQ点に該当する圧縮方向の初期歪みが発生する。そして、これらの歪みゲージG1〜G4は、図5に示すように基準電圧を供給する直流電源12とともにホイートストンブリッジ13に接続され、荷重検出回路が構成されている。   As the strain gauges G1 to G4, those having the same characteristics as shown in the strain gauge characteristic diagram of FIG. 6 are used. The radius R1 of the strain generating portions 1 and 4 is a value calculated from the equation (1) when the initial strain ε1 of the strain gauges G1 and G4 is the maximum operating strain in the tensile direction (P-point strain). And the radius R2 of the strain generating portions 2 and 3 is calculated from the equation (2) when the initial strain ε2 of the strain gauges G2 and G3 is the maximum operating strain (strain at the Q point) in the compression direction. Use the value. As a result, an initial strain in the tensile direction corresponding to the point P is generated in the strain gauges G1 and G4, and an initial strain in the compression direction corresponding to the point Q is generated in the strain gauges G2 and G3. And these strain gauges G1-G4 are connected to the Wheatstone bridge 13 with the DC power supply 12 which supplies a reference voltage, as shown in FIG. 5, and the load detection circuit is comprised.

図1に示すように前記柱部9を固定台10に固定して柱部8に測定荷重Wを作用させた場合、前記起歪部1、4の歪みゲージG1、G4には圧縮方向の力が、そして起歪部2、3の歪みゲージG2、G3には引張り方向の力が作用する。この時、定格荷重を負荷した状態で、起歪部1、4には圧縮方向の動作歪み(Q点の歪み)が発生するように、また起歪部2、3には引張り方向の動作歪み(P点の歪み)が発生するように、それぞれの薄肉部の厚みが決められる。このような形状に加工された起歪体5に測定荷重Wを作用させたときの長さ方向に分布する応力の計算結果は図3に示す通りで、これは従来のロードセルでの応力計算結果と同様のものである。   As shown in FIG. 1, when the column 9 is fixed to the fixed base 10 and the measurement load W is applied to the column 8, the strain gauges G <b> 1 and G <b> 4 of the strain generating units 1 and 4 have a force in the compression direction. However, a tensile force acts on the strain gauges G2 and G3 of the strain generating portions 2 and 3. At this time, in a state where a rated load is applied, an operation strain in the compression direction (strain at the Q point) is generated in the strain generating portions 1 and 4, and an operation strain in the tensile direction is generated in the strain generating portions 2 and 3. The thickness of each thin portion is determined so that (distortion at point P) occurs. The calculation result of the stress distributed in the length direction when the measurement load W is applied to the strain body 5 processed into such a shape is as shown in FIG. 3, which is the result of the stress calculation in the conventional load cell. Is the same.

上記のように各起歪部1〜4に貼着された歪みゲージG1〜G4の抵抗値をr1〜r4、引張り方向の最大動作歪み点(P点)における抵抗値をRp、圧縮方向の最大動作歪み点(Q点)における抵抗値をRq、比例定数をKとすると、抵抗値r1〜r4は、測定荷重Wにより発生する歪みεに対し、(3)、(4)式で表される関係を有している。
r1、r4=−Kε+(Rp+Rq)/2・・・(3)
r2、r3= Kε+(Rp+Rq)/2・・・(4)
As described above, the resistance values of the strain gauges G1 to G4 attached to the strain generating portions 1 to 4 are r1 to r4, the resistance value at the maximum operating strain point (P point) in the tensile direction is Rp, and the maximum in the compression direction is When the resistance value at the operating strain point (Q point) is Rq and the proportionality constant is K, the resistance values r1 to r4 are expressed by equations (3) and (4) with respect to the strain ε generated by the measurement load W. Have a relationship.
r1, r4 = −Kε + (Rp + Rq) / 2 (3)
r2, r3 = Kε + (Rp + Rq) / 2 (4)

また、図5に示したホイートストンブリッジ13の出力電圧Voは、(5)式の関係を有している。
Vo=E(r2r3−r1r4)/((r1+r2)(r3+r4))・・・(5)
上記(3)〜(5)式から、出力電圧Voは、(6)式に示すように歪みεに比例している。
Vo=2Kε/(Rp+Rq)・・・(6)
荷重が負荷されていないときは、抵抗値r1、r4はRpとなり、抵抗値r2、r3はRqとなることから、出力電圧Voは(7)式に示す値をとる。
Vo=−E(Rp−Rq)/(Rp+Rq)・・・(7)
また、最大定格の荷重が負荷されたときは、抵抗値r1、r4はRqとなり、抵抗値r2、r3はRpとなることから、出力電圧Voは(8)式に示す値をとる。
Vo=E(Rp−Rq)/(Rp+Rq)・・・(8)
Further, the output voltage Vo of the Wheatstone bridge 13 shown in FIG. 5 has the relationship of the expression (5).
Vo = E (r2r3-r1r4) / ((r1 + r2) (r3 + r4)) (5)
From the above equations (3) to (5), the output voltage Vo is proportional to the strain ε as shown in the equation (6).
Vo = 2Kε / (Rp + Rq) (6)
When no load is applied, the resistance values r1 and r4 are Rp, and the resistance values r2 and r3 are Rq. Therefore, the output voltage Vo takes the value shown in Equation (7).
Vo = −E (Rp−Rq) / (Rp + Rq) (7)
When the maximum rated load is applied, the resistance values r1 and r4 are Rq, and the resistance values r2 and r3 are Rp. Therefore, the output voltage Vo takes the value shown in the equation (8).
Vo = E (Rp−Rq) / (Rp + Rq) (8)

出力電圧Voは上記のような関係を有することから、無負荷時の出力電圧をV1、最大定格荷重を負荷した時の出力電圧をV2とすると、V1=−V2の関係が有り、出力変化量ΔV(=V2−V1)は2V2となる。したがって、本発明のロードセルにおける出力変化量は、従来のロードセルにおける出力変化量V2に比べて2倍に拡大され、これにより本ロードセルは、定格荷重が負荷された状態で発生する応力が従来のものと同様の大きさで、出力変化量を始め、測定分解能、S/N比等が2倍に向上する。   Since the output voltage Vo has the relationship as described above, if the output voltage when no load is applied is V1, and the output voltage when the maximum rated load is applied is V2, there is a relationship of V1 = −V2, and the output change amount ΔV (= V2−V1) is 2V2. Therefore, the output change amount in the load cell of the present invention is doubled compared to the output change amount V2 in the conventional load cell, and as a result, the stress generated in the state where the rated load is applied is the conventional load cell. The measurement resolution, S / N ratio, etc. are improved by a factor of 2, starting with the amount of output change.

本発明のロードセルは、図2に示すように荷重負荷に伴い起歪部1〜4に生じる歪みと逆向きになる歪みを予め歪みゲージG1〜G4に与えるように、起歪部1〜4を変形させておくことにより、起歪部1〜4に貼着される歪みゲージG1〜G4に荷重増加による歪みと逆の初期歪みを与え、その動作領域を広げて出力変化量を拡大するようにしたことを特徴としたものであり、上記実施例に限定されるものではない。例えば、図2に示した起歪部1〜4の形状を円弧状でなく、楕円形などの他の形状を用いることも可能であり、出力特性の非線形があっても、信号処理回路により線形化が可能である。   As shown in FIG. 2, the load cell according to the present invention includes the strain generating portions 1 to 4 so that the strain gauges G1 to G4 are preliminarily given a strain that is opposite to the strain generated in the strain generating portions 1 to 4 due to a load. By deforming, the strain gauges G1 to G4 attached to the strain generating portions 1 to 4 are given initial strain opposite to the strain due to the load increase, and the operation range is expanded to increase the output change amount. It is characterized by the above, and is not limited to the above-described embodiments. For example, the shape of the strain generating portions 1 to 4 shown in FIG. 2 can be other shapes such as an ellipse instead of an arc shape. Is possible.

本発明の実施例によるロードセルの構造図であって、(a)は正面図、(b)は平面図、(c)は底面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a structural view of the load cell by the Example of this invention, (a) is a front view, (b) is a top view, (c) is a bottom view. 実施例に係わる起歪部と歪みゲージの形状を示す側面図であって、(a)は圧縮起歪部、(b)は引張り起歪部の側面図である。It is a side view which shows the shape of the strain generation part and strain gauge concerning an Example, (a) is a compression strain generation part, (b) is a side view of a tension strain generation part. 実施例に係わる起歪体の長手方向における応力分布図である。It is a stress distribution figure in the longitudinal direction of the strain body concerning an Example. 従来のロードセルの構造を示す斜視図である。It is a perspective view which shows the structure of the conventional load cell. ロードセルに使用する歪みゲージの回路構成図である。It is a circuit block diagram of the strain gauge used for a load cell. 歪みゲージの動作領域図である。It is an operation | movement area | region figure of a strain gauge.

符号の説明Explanation of symbols

1〜4 起歪部
5 起歪体
6、7 梁部
8、9 柱部
10 固定台
11 接着剤
12 直流電源
13 ホイートストンブリッジ
20 起歪体
20a、20b 柱部
20c、20d 梁部
e 起歪部
G1〜G4 歪みゲージ
R1、R2 半径
S1〜S4 歪みゲージ
Vo 出力電圧
W 測定荷重
1-4 Straining part 5 Straining body 6, 7 Beam part 8, 9 Pillar part 10 Fixing base 11 Adhesive 12 DC power source 13 Wheatstone bridge 20 Straining body 20a, 20b Pillar part 20c, 20d Beam part e Straining part G1-G4 Strain gauge R1, R2 Radius S1-S4 Strain gauge Vo Output voltage W Measurement load

Claims (1)

長方体の母材をくり抜くことで、平行に配置された上、下一対の梁部と、これらの梁部の両端に連結された柱部とを形成してなる起歪体の前記梁部の薄肉部に複数の歪みゲージを貼着し、これらの歪みゲージでホイートストンブリッジを構成するとともに、測定荷重が負荷されていない状態での出力を基準とし、負荷した状態での出力変化を重量値に換算して荷重の検出を行なうロードセルにおいて、測定荷重が負荷されることにより生じる歪みとは逆方向の歪みを予め前記起歪部に形成しておき、無負荷状態において歪みゲージを変形させることにより、無負荷状態での出力を負の方向に移動させて出力変化量を大きくするようにしたことを特徴とするロードセル。   The beam part of the strain body formed by hollowing out a rectangular base material to form a pair of lower beam parts and column parts connected to both ends of these beam parts. Multiple strain gauges are affixed to the thin-walled part of the steel, and a Wheatstone bridge is configured with these strain gauges, and the output change in the loaded state is the weight value based on the output when the measurement load is not loaded. In a load cell that detects the load in terms of load, a strain in the direction opposite to the strain caused by the measurement load being applied is previously formed in the strain generating portion, and the strain gauge is deformed in an unloaded state. Thus, the load cell is characterized in that the output change amount is increased by moving the output in the no-load state in the negative direction.
JP2004083976A 2004-03-23 2004-03-23 Load cell Expired - Fee Related JP4192820B2 (en)

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