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JPH0469324B2 - - Google Patents
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JPH0469324B2 - - Google Patents

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Publication number
JPH0469324B2
JPH0469324B2 JP59081227A JP8122784A JPH0469324B2 JP H0469324 B2 JPH0469324 B2 JP H0469324B2 JP 59081227 A JP59081227 A JP 59081227A JP 8122784 A JP8122784 A JP 8122784A JP H0469324 B2 JPH0469324 B2 JP H0469324B2
Authority
JP
Japan
Prior art keywords
type load
load cell
load
receiving plate
displacement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP59081227A
Other languages
Japanese (ja)
Other versions
JPS60225036A (en
Inventor
Tadashi Gen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ORIENTETSUKU KK
Original Assignee
ORIENTETSUKU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ORIENTETSUKU KK filed Critical ORIENTETSUKU KK
Priority to JP8122784A priority Critical patent/JPS60225036A/en
Publication of JPS60225036A publication Critical patent/JPS60225036A/en
Publication of JPH0469324B2 publication Critical patent/JPH0469324B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/20Measuring force or stress, in general by measuring variations in ohmic resistance of solid materials or of electrically-conductive fluids; by making use of electrokinetic cells, i.e. liquid-containing cells wherein an electrical potential is produced or varied upon the application of stress
    • G01L1/22Measuring force or stress, in general by measuring variations in ohmic resistance of solid materials or of electrically-conductive fluids; by making use of electrokinetic cells, i.e. liquid-containing cells wherein an electrical potential is produced or varied upon the application of stress using resistance strain gauges
    • G01L1/2268Arrangements for correcting or for compensating unwanted effects

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Measurement Of Force In General (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は複数の多重梁型ロードセルを用いる台
秤、ホツパー、タンク、コンベヤー等の計重器に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to weighing devices such as platform scales, hoppers, tanks, and conveyors that use a plurality of multi-beam type load cells.

〔従来技術〕[Prior art]

台秤などの荷重測定には普通梁型ロードセルL
が多数用いられる。第1図はかかる普通の梁型ロ
ードセルLの説明図で、点線は無負荷時の梁、実
線はその負荷時の変位を示す。
Ordinary beam type load cell L for load measurement on platform scales, etc.
are often used. FIG. 1 is an explanatory diagram of such an ordinary beam-type load cell L, in which the dotted line shows the beam when no load is applied, and the solid line shows the displacement when the load is applied.

かかる梁型のロードセルLは梁1の両端に軸に
直角な被測定力とそれに方向反対な支持力を加
え、梁1が梁1の長手軸に直角な方向に剪断力又
屈曲力によつて変位する。かかる歪をストレーン
ゲージの電気抵抗変化で検出して上記被測定力す
なわち荷重を測定するものである。
Such a beam-shaped load cell L applies a force to be measured perpendicular to the axis and a supporting force in the opposite direction to both ends of the beam 1, and the beam 1 is applied with a shearing force or a bending force in a direction perpendicular to the longitudinal axis of the beam 1. Displace. The above-mentioned force to be measured, that is, the load, is measured by detecting such strain by changing the electrical resistance of the strain gauge.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

ところが、梁1がその軸に直角に力による変位
で軸が傾くと軸方向の長さlは変わらないので、
もとの水平方向の軸端間距離は傾きに相当して変
位Δlだけ短くなる。例えば、第1図示の中心に
両端が太い孔2を有する梁1では、左右対称で両
端が強く中間が可撓でその両端すなわち支着端A
と荷受端Bに反対方向の力Pがかかると、梁1は
平行四辺形状に変形して荷受端Bは平行移動し、
無負荷の梁1の水平方向の長さlは梁1の軸に直
角方向の変形に伴いその長手軸方向すなわち水平
方向には負荷に比例して変位Δlだけ短くなる。
この軸方向の変位Δlが自由でなく規制されると
軸に直角の方向の変位も干渉を受けて力の測定に
誤差を生じる。
However, if the beam 1 is displaced by a force perpendicular to its axis and its axis is tilted, the axial length l will not change, so
The original distance between the shaft ends in the horizontal direction is shortened by the displacement Δl, which corresponds to the inclination. For example, in the beam 1 shown in the first diagram, which has a thick hole 2 at both ends in the center, it is bilaterally symmetrical, strong at both ends, flexible at the middle, and supported at both ends A.
When a force P in the opposite direction is applied to the receiving end B, the beam 1 deforms into a parallelogram shape and the receiving end B moves in parallel,
The horizontal length l of the unloaded beam 1 becomes shorter in the longitudinal axis direction, that is, in the horizontal direction, by a displacement Δl in proportion to the load as the beam 1 deforms in the direction perpendicular to its axis.
If this displacement Δl in the axial direction is not free but regulated, the displacement in the direction perpendicular to the axis will also be interfered with, causing an error in force measurement.

このため、従来は1つの荷受板に多数の梁型ロ
ードセルを用いる時には夫々のロードセルLは一
端が他端に対して摺動可能で長手梁軸方向に夫々
自由に変位可能にしていたが、これでは機構が複
雑高価になるばかりでなく、荷受板が不安定で振
動し、その振動止め用のダンパーを要した。
For this reason, conventionally, when a large number of beam-type load cells were used on one load receiving plate, one end of each load cell L was slidable relative to the other end, and each load cell L was able to be freely displaced in the longitudinal beam axis direction. Not only was the mechanism complicated and expensive, but the receiving plate was unstable and vibrated, requiring a damper to stop the vibrations.

また、このような梁型ロードセルLの配置にお
いて2つの梁型ロードセルLの支着基台10に固
定する支着端Aより荷受端Bへの方向が反対に配
置されると、各梁型ロードセルLの負荷によつて
長手軸方向に変位Δlを起こそうとする力が反対
となり釣り合うため、変位Δlが不能になるので
軸に直角方向の変位Δlも負荷に比例しなくなり、
2つの反方向に配置された梁型ロードセルは上記
のように互いに干渉して誤差を起こすこととな
る。
In addition, in such arrangement of beam-type load cells L, if the direction of the two beam-type load cells L from the supporting end A fixed to the support base 10 to the receiving end B is opposite, the direction of each beam-type load cell L is The forces that try to cause a displacement Δl in the longitudinal axis direction due to the load are opposed and balanced, so the displacement Δl becomes impossible, so the displacement Δl in the direction perpendicular to the axis is no longer proportional to the load,
Two beam-type load cells arranged in opposite directions will interfere with each other and cause errors as described above.

〔課題を解決するための手段〕[Means to solve the problem]

本発明はかかる欠点を除去するもので、複数の
梁型のロードセル組合せの誤差を防止する配置に
関する。
The present invention eliminates such drawbacks and relates to an arrangement that prevents errors in the combination of multiple beam-type load cells.

複数の梁型ロードセルL1,L2……を用いる時、
上記誤差を安価に防止するには、各ロードセルを
同一の型にして計重器へ取付け、その取付けに当
つてはその荷受板12に固定する荷受端Bから支
着基台10に固定する支着端Aへの長手軸の方向
を一定の方向例えば平行或いは同一円周方向にし
て各梁型ロードセルLの軸がその方向には自由に
同一変位Δlを行うのを許すようにしたものであ
る。
When using multiple beam type load cells L 1 , L 2 ......
In order to prevent the above-mentioned error at low cost, each load cell is made of the same type and installed on the weighing device, and when installing it, from the load receiving end B which is fixed to the load receiving plate 12, to the supporting end which is fixed to the support base 10. The direction of the longitudinal axis toward A is set in a fixed direction, for example, parallel or in the same circumferential direction, so that the axis of each beam-type load cell L is allowed to freely perform the same displacement Δl in that direction.

〔作用〕[Effect]

これによつて荷重時には荷受板12が各梁型ロ
ードセルL1,L2……の変位Δlだけを自由に変位
するか、或いはその中心の周りに変位Δlに相当
する角度だけ回転し、各梁型ロードセルL1,L2
……間相互の干渉を防止し、誤差を除去する。
As a result, when a load is applied, the load receiving plate 12 freely displaces only the displacement Δl of each beam-type load cell L 1 , L 2 . . . , or rotates around its center by an angle corresponding to the displacement Δl. Type load cell L 1 , L 2
...Prevent mutual interference and eliminate errors.

〔実施例〕〔Example〕

以下本発明の好ましい実施例を図面につき説明
する。
Preferred embodiments of the present invention will be described below with reference to the drawings.

第1図示のように複数の梁型ロードセルLの一
端の支着端Aの底面には支着基台10、他端の荷
受端Bの頂面には荷受板12を夫々固定して第2
図示のように荷受板12の四隅を秤台枠14内に
支持し、支着端Aと荷受端Bを結ぶ線は平行な方
向に並ぶようにして計重器を構成する。
As shown in the first figure, a support base 10 is fixed to the bottom surface of the support end A at one end of a plurality of beam-type load cells L, and a load receiving plate 12 is fixed to the top surface of the load receiving end B at the other end.
As shown in the figure, the four corners of the load receiving plate 12 are supported within the weighing frame 14, and the lines connecting the supporting end A and the load receiving end B are aligned in parallel directions to constitute a weighing device.

若し荷受板12を荷重するとその1つの縁3に
沿うと夫々の梁型ロードセルL1,L2は第2図に
おいて右方にΔlだけ変位するので荷受板12は
Δlだけ支着端Aの方向に変位する。一方、荷受
板12の他側の縁4に沿う夫々の梁型ロードセル
L3,L4も同様に第2図において右方にΔlだけ変
位するので荷受板12はΔlだけ支着端Aの方向
に変位する。したがつて各梁型ロードセルL1
L2,L3,L4は相互に干渉を起こさず、正確に負
荷を検出する。
If the load receiving plate 12 is loaded, each of the beam-type load cells L 1 and L 2 will be displaced by Δl to the right in FIG. Displaced to. On the other hand, each beam-type load cell along the other side edge 4 of the load receiving plate 12
Similarly, L 3 and L 4 are also displaced by Δl to the right in FIG. 2, so the load receiving plate 12 is displaced by Δl in the direction of the support end A. Therefore, each beam type load cell L 1 ,
L 2 , L 3 , and L 4 do not interfere with each other and accurately detect the load.

第3図は本発明の他の実施例を示す。各梁型ロ
ードセルL1,L2,L3,L4は荷受板12の中心0
を中心とする半径Rの円周に沿い時計又は反時計
の一定方向に並ぶように配置する。この装置では
荷重時に荷受板12は時計又は反時計方向に上記
梁型ロードセルの変位Δlに相当する角度だけ自
由に回転するので各梁型ロードセルの相互干渉に
よる誤差は起きない。
FIG. 3 shows another embodiment of the invention. Each beam type load cell L 1 , L 2 , L 3 , L 4 is located at the center 0 of the receiving plate 12.
They are arranged in a clockwise or counterclockwise direction along the circumference of a radius R centered on . In this device, when a load is applied, the receiving plate 12 freely rotates clockwise or counterclockwise by an angle corresponding to the displacement Δl of the beam-type load cells, so that errors due to mutual interference between the beam-type load cells do not occur.

以上のように上記実施例は梁型ロードセルL1
L2,L3,L4を荷受板12と支着基台10に固定
する時の配置と方向を選ぶことのみで達成可能で
あるので非常に安価で利点が大きい。
As described above, in the above embodiment, the beam type load cell L 1 ,
This can be achieved by simply selecting the arrangement and direction when fixing L 2 , L 3 , and L 4 to the receiving plate 12 and the support base 10, so it is very inexpensive and has great advantages.

但しこの第2図或いは第3図示の装置で夫々の
梁型ロードセルの荷受端Bを荷受板12の各隅の
一定位置に置いているので支着端Aは第2図では
2つが右側、第3図では全部が荷受板12の面積
外に突出し、支着基台10の面積が荷受板12よ
りかなり大きくなる。然しながら各梁型ロードセ
ルL1,L2,L3,L4は受歪体すなわち梁1の変位
が微小で無視可能なくらいなので変位lは勿論微
小である。
However, in the device shown in FIG. 2 or 3, the load receiving end B of each beam-type load cell is placed at a fixed position at each corner of the load receiving plate 12, so the supporting ends A are two on the right side and the third on the right in FIG. In the figure, all of the parts protrude outside the area of the load receiving plate 12, and the area of the support base 10 is considerably larger than the load receiving plate 12. However, in each of the beam-type load cells L 1 , L 2 , L 3 , and L 4 , the displacement of the strain-receiving body, that is, the beam 1, is so small that it can be ignored, so the displacement l is, of course, very small.

上記実施例は厳密に各梁型ロードセルL1,L2
L3,L4の誤差を除く装置であるが、ロードセル
はその受歪体すなわち梁1に焼き入れ鋼などを用
いて変位を無視して測定可能にすることを特徴と
しているので、荷重の為の長手軸方向の変位は更
に微小であり厳密に一定な線に平行又は荷受板中
心の円周方向でなくても、荷受板12の各隅に縁
に沿い軸方向を一定に配置しても誤差は大部分除
かれる。
In the above embodiment, each beam type load cell L 1 , L 2 ,
This is a device that eliminates errors in L 3 and L 4 , but the load cell is characterized by using hardened steel for its strain-receiving body, that is, beam 1, so that it can be measured while ignoring displacement. The displacement in the longitudinal axis direction is even more minute, and it does not have to be parallel to a strictly constant line or in the circumferential direction around the center of the receiving plate, or even if the axial direction is constant along the edge at each corner of the receiving plate 12. Errors are largely eliminated.

第4図はその実施例を示すもので、荷受板12
の各隅に荷受端Bを配置し、荷受板12の輪郭線
に沿い時計又は反時計方向に沿わせた位置に支着
端Aを配置しても、各支着端Aから荷受端Bに到
る線は同じ円周方向に並ぶので、各梁型ロードセ
ルL1,L2,L3,L4の干渉は大略防止することが
できる。この配置によれば、荷受板12より支着
基台10の面積を著しく大きくする必要がなくな
る。
FIG. 4 shows an example of this, in which the receiving plate 12
Even if the receiving end B is placed at each corner of the receiving plate 12, and the supporting end A is placed along the contour line of the receiving plate 12 in a clockwise or counterclockwise direction, the receiving end B will not be reached from each supporting end A. Since the lines are arranged in the same circumferential direction, interference between the beam-type load cells L 1 , L 2 , L 3 , and L 4 can be largely prevented. According to this arrangement, it is not necessary to make the area of the support base 10 significantly larger than that of the load receiving plate 12.

すなわちこの装置によれば、荷受端Bを荷受板
12の所定の四隅位置としても支着端Aが第2図
及び第3図示の実施例のように荷受板12の面積
の外に出ることはなく、したがつて支着基台10
の面積を荷受板12より著しく大きくする欠点を
防止し、安価にすることができる。
That is, according to this device, even if the receiving end B is placed at the predetermined four corner positions of the receiving plate 12, the supporting end A will not go outside the area of the receiving plate 12 as in the embodiment shown in FIGS. 2 and 3. , therefore the supporting base 10
This prevents the disadvantage that the area of the load receiving plate 12 is significantly larger than that of the receiving plate 12, and the cost can be reduced.

上記第2,3,4図何れの場合にも各梁型ロー
ドセルL1,L2,L3,L4の変位Δlの方向に自由に
荷受板12が変位できるように荷受板12とその
外側の秤台枠14の間に充分な遊〓16において
変位を拘束しないことが必要である。また、上記
実施例では2個以上のロードセルを用いる例を示
したが2個でも同様である。
In any of the cases shown in Figs . 2 , 3, and 4 above, the load receiving plate 12 and its outer side are arranged so that the receiving plate 12 can be freely displaced in the direction of the displacement Δl of each beam type load cell L 1 , L 2 , L 3 , L 4 . It is necessary that the displacement be unrestricted with sufficient play 16 between the scale frame frames 14. Further, in the above embodiment, an example is shown in which two or more load cells are used, but the same applies if two or more load cells are used.

〔発明の効果〕〔Effect of the invention〕

上述のように本発明では各梁型ロードセルL1
L2……の長手軸方向のロードセル荷受端Bより
支着端Aへの方向を一定直線に平行させるか又は
荷受板12の中心の周りの一定円周方向に沿わ
せ、各梁型ロードセルL1,L2……の長手軸方向
の変位を自由にして各梁型ロードセルL1,L2
…間の相互の干渉を防止して誤差を除くことがで
きる。したがつて本発明の梁型ロードセルL1
L2……の配置によれば、各梁型ロードセルL1
L2……端を摺動可能に支持したり、懸垂する複
雑高価な構造をとる必要がなく、構造は簡単で安
価になると共に荷受板12は安定し、また各梁型
ロードセルL1,L2……長手軸の方向は同じにし
ているので、各梁型ロードセルL1,L2……の長
手軸方向の干渉誤差を防止するので精度が向上す
る。
As described above, in the present invention, each beam type load cell L 1 ,
L 2 . . . The direction from the load cell receiving end B to the supporting end A in the longitudinal axis direction is parallel to a fixed straight line or along a fixed circumferential direction around the center of the receiving plate 12, and each beam type load cell L 1 , L 2 ... Each beam type load cell L 1 , L 2 ... with free displacement in the longitudinal axis direction
Errors can be eliminated by preventing mutual interference between... Therefore, the beam type load cell L 1 of the present invention,
According to the arrangement of L 2 ..., each beam type load cell L 1 ,
L 2 ...There is no need to support the end so that it can slide or to take a complicated and expensive structure to suspend it, the structure is simple and inexpensive, and the receiving plate 12 is stable, and each beam type load cell L 1 , L 2 ... Since the directions of the longitudinal axes are the same, interference errors in the longitudinal axis direction of each beam type load cell L 1 , L 2 ... are prevented, so accuracy is improved.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図点線は無負荷時、実線は負荷時の変位を
示す梁型ロードセルの立面図、第2図はこの梁型
ロードセル4つを一定方向に配置した台秤の1実
施例の平面図、第3図はこの梁型ロードセル4つ
を荷受板の中心上の円周に一定方向に配置した台
秤の他の実施例の平面図、第4図はこの梁型ロー
ドセル4つを荷受板の縁に沿つて一定方向に配置
した台秤の更に他の実施例の平面図である。 L1,L2,L3,L4……梁型ロードセル、10…
…支着基台、12……荷受板、A……支着端、B
……荷受端。
In Figure 1, the dotted line is an elevation view of a beam-type load cell showing the displacement under no load, and the solid line is the displacement under load. Figure 2 is a plan view of an embodiment of a platform scale in which four beam-type load cells are arranged in a fixed direction. Figure 3 is a plan view of another embodiment of a platform scale in which four of these beam-type load cells are arranged in a fixed direction around the center of the load receiving plate, and Figure 4 is a plan view of another embodiment of the platform scale in which four of these beam-type load cells are arranged around the edge of the load receiving plate. FIG. 7 is a plan view of still another embodiment of a platform scale arranged in a certain direction along the FIG. L 1 , L 2 , L 3 , L 4 ...beam type load cell, 10...
...Supporting base, 12... Load receiving plate, A... Supporting end, B
...Consignment receiving end.

Claims (1)

【特許請求の範囲】 1 各同一型の2個以上の梁型ロードセル(L1
L2……)を用いた計重器において、各梁型ロー
ドセル(L1,L2……)の一端の支着端Aを支着
基台10に固定し、その他端の荷受端Bを荷受板
12に固定し、各梁型ロードセル(L1,L2……)
の支着端Aより荷受端Bに到る線は同じ方向に並
ぶように配置して荷重時に各梁型ロードセル
(L1,L2……)の軸方向の長さlは長手軸方向に
変位Δlだけ縮みうるようにしたことを特徴とす
る多重梁型ロードセルを用いた計重器。 2 上記各梁型ロードセル(L1,L2とL3,L4
の支着端Aと荷受端Bを結ぶ線は平行な方向に並
ぶようにした特許請求の範囲第1項記載の多重梁
型ロードセルを用いた計重器。 3 上記各梁型ロードセル(L1,L2……)の支
着端Aと荷受端Bを結ぶ線は略同一円周方向に並
ぶようにした特許請求の範囲第1項記載の多重梁
型ロードセルを用いた計重器。
[Claims] 1. Two or more beam-type load cells of the same type (L 1 ,
L 2 ...), one end of each beam-type load cell (L 1 , L 2 ...) is fixed to the support base 10, and the other end of the load cell is connected to the load receiving plate. 12, each beam-type load cell (L 1 , L 2 ...)
The lines from supporting end A to receiving end B of A weighing device using a multi-beam type load cell characterized by being able to contract by Δl. 2 Each of the above beam type load cells (L 1 , L 2 and L 3 , L 4 )
A weighing device using a multi-beam type load cell according to claim 1, wherein the lines connecting the supporting end A and the receiving end B of the load cell are arranged in parallel directions. 3. The multi-beam type load cell according to claim 1, wherein the lines connecting the supporting end A and the load receiving end B of each of the beam type load cells (L 1 , L 2 . . . ) are aligned in substantially the same circumferential direction. Weighing device using.
JP8122784A 1984-04-24 1984-04-24 Multiple beam type load cell Granted JPS60225036A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8122784A JPS60225036A (en) 1984-04-24 1984-04-24 Multiple beam type load cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8122784A JPS60225036A (en) 1984-04-24 1984-04-24 Multiple beam type load cell

Publications (2)

Publication Number Publication Date
JPS60225036A JPS60225036A (en) 1985-11-09
JPH0469324B2 true JPH0469324B2 (en) 1992-11-05

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JP8122784A Granted JPS60225036A (en) 1984-04-24 1984-04-24 Multiple beam type load cell

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02147824A (en) * 1988-11-29 1990-06-06 Tokyo Electric Co Ltd load cell scale

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3439761A (en) * 1966-10-17 1969-04-22 Blh Electronics Strain-gage transducer structures
JPS5032383Y2 (en) * 1972-04-04 1975-09-20
JPS5015382A (en) * 1973-06-14 1975-02-18

Also Published As

Publication number Publication date
JPS60225036A (en) 1985-11-09

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