JPS6046424A - Composite load cell - Google Patents

Composite load cell

Info

Publication number
JPS6046424A
JPS6046424A JP15391083A JP15391083A JPS6046424A JP S6046424 A JPS6046424 A JP S6046424A JP 15391083 A JP15391083 A JP 15391083A JP 15391083 A JP15391083 A JP 15391083A JP S6046424 A JPS6046424 A JP S6046424A
Authority
JP
Japan
Prior art keywords
strain
composite
flexible part
round hole
load cell
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.)
Granted
Application number
JP15391083A
Other languages
Japanese (ja)
Other versions
JPH0336170B2 (en
Inventor
Katsuhisa Katase
片瀬 勝久
Masaru Sugizaki
杉崎 勝
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.)
TOYO BALDWIN KK
Original Assignee
TOYO BALDWIN 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 TOYO BALDWIN KK filed Critical TOYO BALDWIN KK
Priority to JP15391083A priority Critical patent/JPS6046424A/en
Publication of JPS6046424A publication Critical patent/JPS6046424A/en
Publication of JPH0336170B2 publication Critical patent/JPH0336170B2/ja
Granted legal-status Critical Current

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  • Measurement Of Force In General (AREA)

Abstract

PURPOSE:To prevent abnormal deformation from being transmitted from an adjacent body and reduce the output error of a strain gauge by placing a flexible part with specific thickness at the boundary of a composite surface, and forming grooves which allow the composite boundary surface to deform freely across the flexible part. CONSTITUTION:A piercing round hole 12 is formed in the front and rear center surfaces of a strain inducing beam 10 which is fixed at the left terminal 18' and applied with downward force F at the right terminal 18'', and strain gauges 10' and 14'', and 16' and 16'' are installed at four corners of the round hole 12. A cylindrical sheath 20 is inserted into the round hole 12 so as to protect those strain gauges, and sealed by being welded at the front and read openings. In this case, the flexible part 24 having specific thickness is left at the outer circumference of the weld joint part and grooves which allow the flexible part 24 to deform freely are formed at the outer circumference.

Description

【発明の詳細な説明】 本発明は特性の異なる個体を一体にしてなる起歪体の隣
接個体の影響による誤差防止に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to prevention of errors caused by the influence of adjacent individuals in a strain-generating body formed by integrating individuals with different characteristics.

ロードセ、ルの起歪体は特性一様な弾性体を基体として
使用するのが理想であるが複雑な応力集中部を岸体とし
て加工するの杜困難で分離体として作り複合して一体と
なし、又は単体の起歪体でもそれの基礎えの取付固定歪
ゲージのカバーによる密封、又は荷重伝達ボタンの取付
などのため一体で異なる特゛性、例えば熱膨張率、硬度
、弾性率などの異なる金属を圧入、溶接、ネジ止め、接
着などにより複合して一体化する必要が屡・を起る。接
合部は一体化のため永久応力が残る外にζうした複合起
歪体に力が加はると単独材は方に比例した変形を行うが
異なる材料を接合して一体とした複合体の境界では夫々
の特性が異るので変形はカに比例しなくなり、従ってこ
の近くに置かれた歪ゲージ出力も亦被測定力に比例せず
誤差を起す。そこで本発明は境界面に隣って所定厚さの
可撓部を置きこの可撓部を隔て\複合境界面が自由に変
形できる空隙を含む溝を置き、カバーなどの隣接体の抵
抗力が空隙を超えてロードセル起歪体内忙侵入して起歪
体に接着せられた歪ゲージに複合境界面での力に比例し
ない異常変形の伝達を防止し歪ゲージの出力誤差を防止
するものである。
It is ideal to use an elastic body with uniform properties as a base for the strain-generating body of a load cell, but it is difficult to process a complex stress-concentrating part as a shore body, so it is made as a separate body and composited into a single body. Or, even if it is a single strain-generating body, it may be attached to its base, sealed with a cover for a fixed strain gauge, or attached to a load transmission button, etc., so it can be integrated with different characteristics, such as different coefficients of thermal expansion, hardness, and modulus of elasticity. It is often necessary to combine and integrate metals by press-fitting, welding, screwing, gluing, etc. Because the joints are integrated, permanent stress remains.When a force is applied to a composite strain-generating body, a single material deforms in proportion to its direction, but when a composite body made by joining different materials together, Since the respective characteristics differ at the boundary, the deformation is no longer proportional to the force, and therefore the strain gauge output placed near this boundary is also not proportional to the force to be measured, causing an error. Therefore, in the present invention, a flexible part of a predetermined thickness is placed next to the boundary surface, and a groove containing a gap that allows the composite boundary surface to deform freely is placed between the flexible parts, thereby reducing the resistance of adjacent bodies such as covers. This is to prevent the transmission of abnormal deformation that is not proportional to the force at the composite interface by penetrating the load cell into the strain body through the gap and to the strain gauge bonded to the strain body, thereby preventing output errors of the strain gauge. .

以下図面によって好ましい実施例を屈曲梁ロードセルに
ついて説明する。
A preferred embodiment of a bending beam load cell will be described below with reference to the drawings.

第1図10は起歪梁でその中心の前後面に貫通丸孔12
を設け、その丸孔の上下の4つの隅に歪ゲージ14’ 
14’、16’16’を置き梁の左端18′は固定され
右端18′に下向きのカFが加えられると丸孔は両端1
8’1B’が強い固体の時には18’18″は水平で平
行を保ち乍ら梁は中心を変曲点(インフレクション・ポ
イント)とし、中心対称の平行四辺形に近い変形を行う
ので14’16’は伸長され14’ 16’は圧縮され
右端18″は低下する。
Figure 1 10 shows a strain beam with a through-hole 12 on the front and rear sides of its center.
and strain gauges 14' at the top and bottom four corners of the round hole.
14', 16' and 16' are placed, the left end 18' of the beam is fixed, and when a downward force F is applied to the right end 18', the round hole is fixed at both ends.
When 8'1B' is a strong solid, 18'18'' remains horizontal and parallel, but the beam has an inflection point at the center and deforms close to a centrally symmetrical parallelogram, so 14'16' is expanded, 14' and 16' are compressed, and the right end 18'' is lowered.

こうした屈曲梁では歪ゲージを保設する為に第2図の様
に貫通丸孔12の孔内圧接着された歪ゲージ14’ 1
4″、16’16“に空隙を置くため貫通孔12より充
分径が小さく孔の長さが長い円筒套管20るのが普通で
ある。
In order to hold the strain gauge in such a bent beam, the strain gauge 14' 1 is pressure-bonded inside the through hole 12 as shown in Fig. 2.
Generally, the cylindrical sleeve 20 is sufficiently smaller in diameter than the through hole 12 and has a longer hole in order to provide a gap at 4'', 16' and 16''.

こうしへ円筒套管20は薄く可撓自在で起歪梁10の変
形に対し抵抗を与えぬ構造とされるのが普通であるが溶
接又は接着により接合部が硬化されるので起歪梁に対し
抵抗0とはならずそのため近くに歪ゲージがあればこの
円筒套管20の変形抵抗が検出されて誤差となる。
Generally, the cylindrical sleeve 20 is thin and flexible and has a structure that does not provide resistance to the deformation of the strain beam 10, but since the joint is hardened by welding or gluing, it does not become a strain beam. On the other hand, the resistance is not zero, so if there is a strain gauge nearby, the deformation resistance of the cylindrical sleeve 20 will be detected, resulting in an error.

本発明は、こうした起歪体に対する複合体の抵抗の伝達
を防止するため複合体の境界面に所定厚さの可撓部24
(第1図点線にて示す)を置き、それに隣接して空隙と
なる826を置き複合面の可撓部24の変形を空隙溝2
6で自由にすることにより変形さして複合体の抵抗力を
消費して溝26を越えて起歪体10内に力を伝達するの
を防止するのが目的である。
The present invention provides a flexible section 24 with a predetermined thickness at the interface of the composite to prevent transmission of the resistance of the composite to the strain-generating body.
(shown by the dotted line in Figure 1), and a gap 826 is placed adjacent to it to prevent the deformation of the flexible portion 24 of the composite surface from the gap groove 2.
The purpose of the freeing at 6 is to deform and consume the resistance force of the composite body to prevent force from being transmitted beyond the groove 26 into the strain body 10.

こうした本発明の作用を解、りよく説明するため極端和
上記の密封用の円筒套管20が剛体で無変形として以下
に説明する。
In order to understand and clearly explain the operation of the present invention, the explanation will be given below assuming that the above-mentioned extreme sum sealing cylindrical sleeve 20 is a rigid body and does not deform.

第2a図は第1図の単体(複合されてない)ロードセル
の歪ゲージ16’ 16’の中心に沿う:lI −1r
断面を矢印方向より見た図で点線は無負荷無変位の起歪
体の位置(但し本発明に用いる鎖線で示す溝なき時の変
形)で、実線は力Fが負荷された時の変形を示すもので
、後に説明する歪ゲージ検眼のために貫通丸孔12の内
部に挿入される円筒套管20は複合前で位置のみを示し
従って起歪梁の変形は円筒套管20なき時のものを示す
Figure 2a is along the center of the strain gauge 16'16' of the single (uncompounded) load cell of Figure 1: lI -1r
In the cross-sectional view seen from the direction of the arrow, the dotted line shows the position of the flexure element with no load and no displacement (however, the deformation when there is no groove shown by the chain line used in the present invention), and the solid line shows the deformation when force F is applied. The cylindrical cannula 20 inserted into the through hole 12 for strain gauge optometry, which will be explained later, only shows the position before combination, so the deformation of the strain beam is that without the cylindrical cannula 20. shows.

第2b図は第za図に位置を示した円筒套管20の両端
を外側に圧延拡大して第7a図鎖線で示した本発明で実
施する溝26のない起歪梁10の貫通丸孔12の側面外
周にかしめその外端30’ 30’、32’32″で溶
接した状態で而も本発明の説明を容易にするため円筒套
管20は高外性率の即j体で変形しない時の起歪梁10
の肛−■断面の変形を示したものである0図に示す様に
円筒套管20が剛体で変形しないため套管20の溶接部
30’ 30”、32’ 32“は変形しないのに対し
断面の中間は負荷により下り実線に示す凹み形となる。
FIG. 2b shows the through-hole 12 of the strain-flexible beam 10 without grooves 26 according to the present invention, which is shown by the dashed lines in FIG. The cylindrical sleeve 20 is caulked to the outer periphery of the side surface and welded at its outer ends 30'30',32'32''.In order to facilitate the explanation of the present invention, the cylindrical sleeve 20 is an immediate body with a high externality ratio and does not deform. strain beam 10
As shown in Figure 0, which shows the deformation of the anus-■ cross section, the cylindrical cannula 20 is a rigid body and does not deform, so the welded parts 30'30'' and 32'32'' of the cannula 20 do not deform. The middle of the cross section becomes concave as shown by the downward solid line due to the load.

但し中心部最下部25′は剛体の円筒套管20の抵抗力
のため第2a図の丸孔12の内径の変形位置25までは
降下せず、このため套管20が複合され、仁れが高弾性
であれば誤差となるO こうした場合に第2C図の様に溶接接合30’ 30′
、32’ 32’の外周に所定厚さの可撓部24t−残
しそ堪 の外周に前記可撓部24が自由に変形自在の空隙となる
溝26を置く、本発明を実施した時の起歪体の変形を第
2C図に示す。この第2C図では、円筒套管20が変形
しなくとも可撓部24が自由に変形するので溝26の外
の起歪梁10は自由に変形可能で歪ゲージ16’ 16
’のある中央は第1a図の25の位置となシ円筒套管2
0による変位の拘束がなく歪ゲージ16’ 16′は正
しい出力を表示する。
However, the lowermost part 25' of the center part does not descend to the deformed position 25 of the inner diameter of the round hole 12 in FIG. If the elasticity is high, there will be an error. In this case, welding joint 30'30'
, 32'32' The flexible part 24t of a predetermined thickness is left on the outer periphery of the flexible part 24, and a groove 26 is placed on the outer periphery of the flexible part 24 to serve as a gap in which the flexible part 24 can freely deform. The deformation of the strained body is shown in FIG. 2C. In FIG. 2C, since the flexible portion 24 is freely deformed even if the cylindrical sleeve 20 is not deformed, the strain beam 10 outside the groove 26 can be freely deformed, and the strain gauge 16' 16
The center with ' is the position 25 in Figure 1a. Cylindrical cannula 2
Since the displacement is not constrained by zero, the strain gauges 16' and 16' display correct outputs.

以上第2b図で円筒套管20は完全剛体として説明した
が完全剛体でない時には円筒套管20が変形するので起
歪体の両端の曲線で示される 変形は小さくなるが円筒
套管20により程度に差があっても傾向は同じであり、
第2C図の様に接合部分に変形自在の溝があれば溝の外
には複合体の力は及ばず起歪体10はそれ自体独自の変
形即ち力に比例する変形を行う0 従って複合部の境界近くに空隙となる溝を設けるのみの
簡単な構造で幾分可撓性の小さい円筒套管20を起歪体
に複合しても誤差を小くし製作を容易にし又は歪ゲージ
の保護密封を簡単安価に行うことができる。
The cylindrical cannula 20 has been described above as a completely rigid body in FIG. Even though there are differences, the trends are the same,
If there is a deformable groove in the joint as shown in Figure 2C, the force of the composite will not reach outside the groove, and the strain body 10 will deform itself in its own way, that is, deform in proportion to the force. Therefore, the composite part Even if the cylindrical sleeve 20, which is somewhat less flexible, is combined with the strain-generating body, it has a simple structure of just providing a groove to serve as a void near the boundary of the strain gauge. can be done easily and inexpensively.

上述の溝は複合面の全周に必らずしも亘る必要はなく複
合面の歪の方向に直角な歪ゲージの近接部分に限ること
も可能である。父上記説明では屈曲力検出梁について述
べたが剪断力検出梁についても同様である。
The above-mentioned grooves do not necessarily have to extend over the entire circumference of the composite surface, but may be limited to a portion adjacent to the strain gauge perpendicular to the direction of strain on the composite surface. In the above explanation, the bending force detection beam was described, but the same applies to the shearing force detection beam.

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

第1図は屈曲力検出貫通丸孔附方形梁の支止面図。第2
図はM通光孔の右隅の上下1対の歪ゲージの中心を通る
垂線に沿う矢印方向に見た断面図で第2a図は円筒套管
の両端が起歪体に接合されない時の状態を第2b図は接
合されて複合起歪体を構成した時の状態、第2c図は本
発明を実施した溝を設けた後の状態図を夫々示す。 図中 10 起歪梁 12 貫通丸孔 14’14’、16’ 16’ 四隅の歪ゲージ18’
18’梁の左右端 20 円筒套管22’ 22’套管
の左右両端 24 可撓部25 円筒套管のない時の力
Fによる貫通孔12の内壁の変位位置 25′ 円筒套管のある時の力Fによる貫通孔12の内
壁の変位位置 26 溝 28 空隙 30’ 30′左円筒套管溶接箇所 32’ 32″右円筒套管溶接箇所
FIG. 1 is a support surface view of a rectangular beam with round holes for detecting bending force. Second
The figure is a cross-sectional view taken in the direction of the arrow along the perpendicular line passing through the center of the pair of upper and lower strain gauges at the right corner of the M light passage hole, and Figure 2a is the state when both ends of the cylindrical sleeve are not joined to the strain body. Fig. 2b shows the state when they are joined to form a composite strain-generating body, and Fig. 2c shows the state after the grooves have been provided in accordance with the present invention. In the figure 10 Strain beam 12 Through round holes 14'14',16'16' Strain gauges 18' at the four corners
18' Left and right ends of the beam 20 Cylindrical mantle 22' Left and right ends of the 22' mantle 24 Flexible portion 25 Displacement position of the inner wall of the through hole 12 due to force F when there is no cylindrical mantle 25' When there is a cylindrical mantle Displacement position of the inner wall of the through hole 12 due to the force F 26 Groove 28 Gap 30'30' Left cylindrical sleeve welding location 32'32'' Right cylindrical sleeve welding location

Claims (1)

【特許請求の範囲】[Claims] 複数の個体の複合により一体化したロードセル起歪体に
於いて、複合面の境界に隣って所定厚さの可排部を隔て
\、空隙を構成する溝を設けてなる複合ロードセル、6
A composite load cell comprising a load cell strain-generating body integrated by a composite of a plurality of solid bodies, and a groove constituting a gap provided adjacent to the boundary of the composite surface with a removable portion of a predetermined thickness separated.
JP15391083A 1983-08-23 1983-08-23 Composite load cell Granted JPS6046424A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15391083A JPS6046424A (en) 1983-08-23 1983-08-23 Composite load cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15391083A JPS6046424A (en) 1983-08-23 1983-08-23 Composite load cell

Publications (2)

Publication Number Publication Date
JPS6046424A true JPS6046424A (en) 1985-03-13
JPH0336170B2 JPH0336170B2 (en) 1991-05-30

Family

ID=15572774

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15391083A Granted JPS6046424A (en) 1983-08-23 1983-08-23 Composite load cell

Country Status (1)

Country Link
JP (1) JPS6046424A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0295828U (en) * 1989-01-18 1990-07-31
JPH03226635A (en) * 1990-02-01 1991-10-07 Orientetsuku:Kk Explosionproof construction for beam type load cell
JPH04194630A (en) * 1990-11-28 1992-07-14 Orientetsuku:Kk Beam type load cell explosion-proof construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56131437U (en) * 1980-03-07 1981-10-06

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56131437U (en) * 1980-03-07 1981-10-06

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0295828U (en) * 1989-01-18 1990-07-31
JPH03226635A (en) * 1990-02-01 1991-10-07 Orientetsuku:Kk Explosionproof construction for beam type load cell
JPH04194630A (en) * 1990-11-28 1992-07-14 Orientetsuku:Kk Beam type load cell explosion-proof construction

Also Published As

Publication number Publication date
JPH0336170B2 (en) 1991-05-30

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