JP2003130771A - Method of measuring joining strength - Google Patents

Method of measuring joining strength

Info

Publication number
JP2003130771A
JP2003130771A JP2001323471A JP2001323471A JP2003130771A JP 2003130771 A JP2003130771 A JP 2003130771A JP 2001323471 A JP2001323471 A JP 2001323471A JP 2001323471 A JP2001323471 A JP 2001323471A JP 2003130771 A JP2003130771 A JP 2003130771A
Authority
JP
Japan
Prior art keywords
connecting material
parts
base materials
joining
bonding strength
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
JP2001323471A
Other languages
Japanese (ja)
Other versions
JP3724715B2 (en
Inventor
Sachihiro Aoki
祥宏 青木
Tsunao Tezuka
津奈生 手塚
Nobuhiko Yunoki
伸彦 柚木
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP2001323471A priority Critical patent/JP3724715B2/en
Publication of JP2003130771A publication Critical patent/JP2003130771A/en
Application granted granted Critical
Publication of JP3724715B2 publication Critical patent/JP3724715B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Sampling And Sample Adjustment (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method of measuring joining strength by which the joining strengths of jointed surfaces joined by brazing or welding or by using an adhesive in the shear direction can be measured accurately. SOLUTION: In order to the measure the joining strengths of the joint surfaces (B) formed by joining parts of a plate-shaped connecting material (4) to parts of plate-shaped base materials (2 and 2') by respectively putting the parts of the material (4) on the parts of the base materials (2 and 2'), the two base materials (2 and 2') are positioned in a facing state so that the upper surfaces (8) of the materials (2 and 2') may be flushed with each other and the parts of the connecting material (4) are respectively put on the parts of the upper surfaces (8) of the materials (2 and 2') over the space between the materials (2 and 2') and joined to the parts. Then a shear force is caused to act on the joint surfaces by respectively applying tensile loads (F and F') to the base materials (2 and 2') and the tensile loads when the base materials (2 and 2') are sheared from the connecting material (4) are measured.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は接合強度測定方法に
関し、より詳細には、二つの部材を重ね合わせ、鑞付け
や溶接若しくは接着剤を用いて接合した接合面のせん断
方向の接合強度を正確に測定するための接合強度測定方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bonding strength measuring method, and more specifically, it accurately measures bonding strength in a shearing direction of a bonding surface where two members are superposed and bonded by brazing, welding or using an adhesive. The present invention relates to a bonding strength measuring method for measuring.

【0002】[0002]

【従来の技術】平板状の二つの試験片を重ね合わせて接
合した接合面のせん断方向の接合強度を測定するために
従来用いられていた方法を図2(a)に示す。この図に
示すように、試験片21と試験片22とはその一端から
一定の範囲で重ね合わされており、その重ね合わせ部分
が鑞付けや溶接若しくは接着剤などにより接合されてい
る。なお、Bは接合面、F、F’は引張荷重を作用する
様子を表したものである。
2. Description of the Related Art FIG. 2 (a) shows a method conventionally used to measure the joint strength in the shearing direction of a joint surface where two flat plate-shaped test pieces are superposed and joined. As shown in this figure, the test piece 21 and the test piece 22 are overlapped in a certain range from one end thereof, and the overlapped portion is joined by brazing, welding, or an adhesive. In addition, B represents a joining surface, and F and F ′ represent a state in which a tensile load is applied.

【0003】この図2に示す従来の測定方法では、平板
状の二つの試験片を各他端部における面のほぼ中央に引
張荷重F、F’を加え接合面にせん断力を作用させ、接
合面がせん断したときの引張荷重を測定することによっ
て、接合面の接合強度を測定していた。
In the conventional measuring method shown in FIG. 2, two flat plate-shaped test pieces are joined to each other by applying a tensile load F, F'to almost the center of the surface at each other end and applying a shearing force to the joined surfaces. The joint strength of the joint surface was measured by measuring the tensile load when the surfaces were sheared.

【0004】[0004]

【発明が解決しようとする課題】しかしながら従来の二
つの試験片を重ね合わせて接合したタイプの従来の接合
強度測定方法では、F、F’の作用軸が一致せず、Fと
F’との高さ方向のズレH(図2(b)参照)に比例し
たモーメントが生じる。そのため、せん断時の引張荷重
F(=F’)の大きさを測定しただけでは、それを接合
面の正確な接合強度とすることはできなかった。
However, in the conventional bonding strength measuring method of the type in which two conventional test pieces are superposed and bonded, the action axes of F and F ′ do not coincide with each other. A moment proportional to the displacement H in the height direction (see FIG. 2B) is generated. Therefore, just measuring the magnitude of the tensile load F (= F ′) at the time of shearing cannot make it the accurate joining strength of the joining surface.

【0005】すなわち、引張荷重F、F’の作用軸が一
致せずモーメントが試験片21、22に作用すると、試
験片に図2(c)に示すような反りが生じ、加えた引張
荷重の全てがせん断方向に作用しないこととなる結果、
せん断時の引張荷重の大きさを測定してもそれそのまま
接合強度とすることはできなかった。
That is, when the acting axes of the tensile loads F and F ′ do not coincide with each other and a moment acts on the test pieces 21 and 22, the test pieces are warped as shown in FIG. As a result that everything does not work in the shear direction,
Even if the magnitude of the tensile load at the time of shearing was measured, it could not be used as it was as the bonding strength.

【0006】そこで、従来の方法ではせん断時の引張荷
重の測定値に補正項を用いた補正計算を行い、間接的に
せん断方向の接合強度を求めていた。
Therefore, in the conventional method, a correction calculation using a correction term is performed on the measured value of the tensile load at the time of shearing to indirectly obtain the joint strength in the shearing direction.

【0007】また、試験片が曲げに弱く、かつ低延性
(脆性)の金属等である場合で、試験片が強力に接合さ
れているときには、接合面がせん断する前に試験片自体
が曲げ(反り)によって破断してしまうようなこともあ
った。
Further, in the case where the test piece is a metal which is weak in bending and has low ductility (brittleness) and the like, and the test piece is strongly bonded, the test piece itself bends before the bonding surface shears ( There was a case where it was broken due to (warp).

【0008】本発明は、接合面に作用させる引張荷重の
作用軸を一致させることにより、補正項を用いて間接的
に接合面のせん断方向の接合強度を測定するのではな
く、せん断時の引張荷重をそのまま接合強度として採用
することができる接合強度測定方法を提供するものであ
る。
The present invention does not indirectly measure the joint strength in the shearing direction of the joint surface by using the correction term by making the action axes of the tensile loads applied to the joint surfaces coincide with each other, and instead of measuring the joint strength in the shearing direction. It is intended to provide a bonding strength measuring method in which the load can be directly adopted as the bonding strength.

【0009】[0009]

【課題を解決するための手段】本発明の接合強度測定方
法は、平板状のベース材(2、2’)と平板状の連結材
(4)の一部を重ね合わせて接合した接合面(B)のせ
ん断方向の接合強度を測定するための接合強度測定方法
であって、二枚のベース材をその上面(8)を面一とし
て対向して位置決めし、その上面に連結材を掛け渡して
ベース材と連結材とを接合した上で、二枚のベース材に
引張荷重(F、F’)を加えることにより接合面にせん
断力を作用させ、ベース材が連結材からせん断されると
きの引張荷重を測定する、ことを特徴とするものであ
る。
The bonding strength measuring method of the present invention is a bonding surface (part of a flat plate-shaped base material (2, 2 ') and a flat plate-shaped connecting material (4) which are superposed and bonded. B) A bonding strength measuring method for measuring the bonding strength in the shearing direction, wherein two base materials are positioned so that their upper surfaces (8) are flush with each other, and a connecting material is laid over the upper surfaces. When the base material and the connecting material are joined together, and then a tensile load (F, F ′) is applied to the two base materials to exert a shearing force on the joining surfaces, and the base material is sheared from the joining material. The tensile load of is measured.

【0010】本発明の接合強度測定方法によれば、引張
荷重(F、F’)の作用軸を一致させることができるの
で、ベース材(2、2’)および連結材(4)にほとん
ど反りを生じることなく、せん断時の引張荷重の測定値
をそのまま接合強度として採用することができる。な
お、作用反作用の法則によりFとF’とはその作用方向
を反対とし、その大きさを同じくする。
According to the bonding strength measuring method of the present invention, the action axes of the tensile loads (F, F ') can be made to coincide with each other, so that the base material (2, 2') and the connecting material (4) are almost warped. The measured value of the tensile load at the time of shearing can be used as it is as the bonding strength without causing the above. According to the law of action and reaction, the action directions of F and F ′ are opposite to each other, and their sizes are the same.

【0011】ここで本発明の接合強度測定方法では、ベ
ース材に加える引張荷重(F、F’)を、ベース材の上
面とほぼ同一平面内で作用させることが好ましい。
Here, in the bonding strength measuring method of the present invention, it is preferable that the tensile load (F, F ') applied to the base material is applied in substantially the same plane as the upper surface of the base material.

【0012】ベース材に加える引張荷重と接合面のせん
断力をほぼ同一平面上とすることにより、より正確に接
合面のせん断方向の接合強度を測定することができる。
By making the tensile load applied to the base material and the shearing force of the joint surface substantially on the same plane, the joint strength in the shearing direction of the joint surface can be measured more accurately.

【0013】また、本発明の接合強度測定方法では、前
記連結材(4)の上面に補強材(12)を接合する、こ
とも好ましい。
In the method for measuring the joint strength of the present invention, it is also preferable that the reinforcing material (12) is joined to the upper surface of the connecting material (4).

【0014】ベース材に加える引張荷重と接合面に作用
するせん断力とが完全に同一平面上にないときは、連結
材には曲げモーメントが作用し、連結材に反りが生じ、
これに伴い連結材と密着接合したベース材にも反りが生
じる。ベース材が反ると、接合面にはせん断力と引張力
とが作用することとなるため、接合面がせん断する時の
引張荷重値をそのまま接合強度とすることができなくな
る。そこで、連結材の上面に補強材を接合することによ
ってこれを補強し、連結材の反りを抑制してやる。これ
により、接合面のせん断時の引張荷重値をそのまま接合
強度として採用することが可能となる。なお、補強材を
接合する代わりに、連結材自体を厚くすることも連結材
の反りを抑制する上で有効である。その意味で、本発明
は連結材自体に薄い平板を用いた場合の測定方法を提供
することにあるといえる。
When the tensile load applied to the base material and the shearing force acting on the joint surface are not completely on the same plane, a bending moment acts on the connecting material, causing warping of the connecting material.
Along with this, the base material closely bonded to the connecting material also warps. When the base material warps, a shearing force and a tensile force act on the joint surface, so that the tensile load value when the joint surface shears cannot be directly used as the joint strength. Therefore, a reinforcing material is joined to the upper surface of the connecting material to reinforce the connecting material and suppress warpage of the connecting material. As a result, the tensile load value at the time of shearing the joint surface can be directly used as the joint strength. In addition, instead of joining the reinforcing material, thickening the connecting material itself is also effective in suppressing warpage of the connecting material. In that sense, it can be said that the present invention provides a measuring method when a thin flat plate is used as the connecting material itself.

【0015】ここで前記補強材(12)は、引張方向に
対し平行に立設したフランジ状の厚板(14)である、
ことが好ましい。
Here, the reinforcing material (12) is a flange-shaped thick plate (14) standing upright in parallel to the pulling direction.
It is preferable.

【0016】連結材の上面にフランジ状の厚板を引張方
向に対し平行に立設して取り付けてやることで、連結材
に生じる反りを有効に抑制することができる。
By mounting a flange-shaped thick plate on the upper surface of the connecting member in parallel with the pulling direction, it is possible to effectively suppress the warpage of the connecting member.

【0017】[0017]

【発明の実施の形態】以下に本発明の好ましい実施形態
を図面を参照して説明する。なお、各図において共通す
る部分には同一の符号を付し、重複した説明を省略す
る。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described below with reference to the drawings. In addition, in each figure, the common part is denoted by the same reference numeral, and the duplicated description will be omitted.

【0018】以下、本発明の実施例を図1を参照して詳
細に説明する。図1は本発明の接合強度測定方法の実施
態様を表している。ここで、図1(a)は本接合強度測
定方法の実施態様の斜視図、図1(b)はその側面図を
表している。本実施態様では、接合面Bの接合強度を測
定するものである。
An embodiment of the present invention will be described in detail below with reference to FIG. FIG. 1 shows an embodiment of the bonding strength measuring method of the present invention. Here, FIG. 1A shows a perspective view of an embodiment of the present bonding strength measuring method, and FIG. 1B shows a side view thereof. In this embodiment, the joint strength of the joint surface B is measured.

【0019】本発明の接合強度測定方法を実施するた
め、薄い短冊状の金属板からなる2枚のベース材2、
2’が、その長手軸を一致させ短辺側の一端を対向した
状態で平面台の上に一定の間隔を開けて位置決めして置
かれている。ここでベース材2、2’は同じ厚さを有し
ており、したがって二枚のベース材はその上面を面一と
する。
In order to carry out the bonding strength measuring method of the present invention, two base materials 2 made of thin strip-shaped metal plates,
2'is positioned and positioned on the plane base at a constant interval in a state where the longitudinal axes thereof are aligned and one ends of the short sides are opposed to each other. The base materials 2, 2'here have the same thickness, so that the two base materials are flush with their top surfaces.

【0020】また、ベース材2、2’の間には連結材4
が掛け渡されており、ベース材2、2’と連結材4とは
鑞付けによって接合されている。ベース材2、2’と連
結材4との接合は、両ベース材の対向する一端から一定
の範囲において行われており、ベース材2’と連結材4
との接合面B’の面積は、ベース材2と連結材4との接
合面Bの面積よりも大きく、ベース材2’と連結材4と
の接合はベース材2と連結材4との接合よりも強固に行
われている。したがって接合面でせん断が起こる際に
は、ベース材2と連結材4との接合面Bで起こることと
なる。
A connecting member 4 is provided between the base members 2 and 2 '.
The base members 2, 2'and the connecting member 4 are joined by brazing. The joining of the base materials 2 and 2 ′ and the connecting material 4 is performed within a certain range from the opposite ends of both base materials, and the base material 2 ′ and the connecting material 4 are joined.
The area of the joint surface B ′ of the base material 2 and the connecting material 4 is larger than the area of the joint surface B of the base material 2 and the connecting material 4, and the joining of the base material 2 ′ and the connecting material 4 is the joining of the base material 2 and the connecting material 4. It is done more firmly than. Therefore, when shear occurs at the joint surface, it occurs at the joint surface B between the base material 2 and the connecting material 4.

【0021】ここで連結材4は、ベース材2、2’の短
辺と同じ幅を有する矩形状の金属板(ベース材と同じ金
属であっても良いし異なる金属であっても良い)からな
り、その上面には、連結されたベース材の長手方向に平
行に厚板14がフランジ状に2枚溶接されて立設してい
る。
Here, the connecting member 4 is made of a rectangular metal plate having the same width as the short sides of the base members 2 and 2 '(may be the same metal as the base member or may be a different metal). On the upper surface thereof, two thick plates 14 are welded in a flange shape in parallel to the longitudinal direction of the connected base materials and are erected.

【0022】ベース材2’の短辺側の他端は、固定壁に
しっかりと固定され、ベース材2の短辺側の他端は、図
示しない油圧シリンダ等からなる引張装置に備えられた
ロッドの先端のチャック機構によって挟まれている。ベ
ース材2には、この引張装置によって長手方向水平の同
一平面内で引張荷重Fが加えられる。
The other end on the short side of the base material 2'is firmly fixed to the fixed wall, and the other end on the short side of the base material 2'is a rod provided in a tension device including a hydraulic cylinder (not shown). It is sandwiched by the chuck mechanism at the tip of the. A tensile load F is applied to the base material 2 by this tensioning device in the same horizontal plane in the longitudinal direction.

【0023】ベース部2に引張荷重Fが加えられると、
連結材4には曲げモーメントが作用するため、連結材は
図1(c)に示すように下向きに凸の反りを生じようと
する。しかしながら、連結材4の上面にはフランジ状の
厚板14が溶接により接合されており、この厚板14が
連結材4の反りを妨げる。そのため、実際には連結材4
にはほとんど反りを生じることがなく、よって、これに
密着接合したベース材2、2’にもほとんど反りが生じ
ることはない。連結材4およびベース材2、2’の平面
状態が保持されると、加えられた引張荷重Fのほぼ全て
が接合面Bへのせん断力として作用する。このせん断力
が接合強度を上回った時に接合面Bは破断することとな
る。
When a tensile load F is applied to the base portion 2,
Since a bending moment acts on the connecting member 4, the connecting member tends to have a downwardly convex warp as shown in FIG. However, a flange-shaped thick plate 14 is joined to the upper surface of the connecting member 4 by welding, and the thick plate 14 prevents the connecting member 4 from warping. Therefore, in practice, the connecting member 4
Almost no warp occurs, and therefore, the base materials 2, 2'which are tightly joined to this hardly warp. When the planar state of the connecting member 4 and the base members 2 and 2'is maintained, almost all of the applied tensile load F acts as a shearing force on the joint surface B. When this shearing force exceeds the joint strength, the joint surface B is broken.

【0024】したがって本実施態様に示した接合強度測
定方法によれば、破断時の引張荷重値をそのまま接合面
の接合強度として採用することができる。
Therefore, according to the bonding strength measuring method shown in this embodiment, the tensile load value at break can be directly used as the bonding strength of the bonding surface.

【0025】また、ベース材2、2’がある程度の厚さ
を有する場合には、ベース材に加える引張荷重をベース
材の上面8とほぼ同一平面内で作用させることが好まし
い。
Further, when the base materials 2 and 2'have a certain thickness, it is preferable that the tensile load applied to the base material is applied in substantially the same plane as the upper surface 8 of the base material.

【0026】すなわち、ベース材に加える引張荷重と接
合面に作用するせん断力とをほぼ同一平面上とすること
によって、連結材4に作用する曲げモーメントを減少さ
せ、より正確に接合面のせん断方向の接合強度を測定す
ることができる。
That is, by making the tensile load applied to the base member and the shearing force acting on the joint surface substantially on the same plane, the bending moment acting on the joint member 4 is reduced, and the shearing direction of the joint surface is more accurate. The bonding strength of can be measured.

【0027】[0027]

【発明の効果】以上詳述したように本発明によれば、連
結材に生じる反りを防止して、接合面に作用させる引張
荷重の作用軸を一致させることによって、補正項を用い
て間接的に接合面のせん断方向の接合強度を測定するの
ではなく、せん断時の引張荷重値をそのまません断方向
の接合強度として採用することができる接合強度測定方
法を提供することができる。
As described in detail above, according to the present invention, the warp occurring in the connecting member is prevented, and the working axes of the tensile loads acting on the joint surfaces are made to coincide with each other, so that the correction term is indirectly used. Further, it is possible to provide a bonding strength measuring method in which the tensile load value at the time of shearing can be directly adopted as the bonding strength in the shearing direction, instead of measuring the bonding strength in the shearing direction of the bonding surface.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明の接合強度測定方法の実施態様を表わ
す図である。
FIG. 1 is a diagram showing an embodiment of a bonding strength measuring method of the present invention.

【図2】 従来の接合強度測定方法の実施態様を表わす
図である。
FIG. 2 is a diagram showing an embodiment of a conventional bonding strength measuring method.

【符号の説明】[Explanation of symbols]

2、2’ ベース材 4 連結材 8 上面 12 補強材 14 厚板 21、22 試験片 B、B’ 接合面 F、F’ 引張荷重 H ズレ 2, 2'base material 4 connecting materials 8 upper surface 12 Reinforcement material 14 thick plate 21, 22 test piece B, B'joint surface F, F'tensile load H gap

───────────────────────────────────────────────────── フロントページの続き (72)発明者 柚木 伸彦 東京都田無市向台町3丁目5番1号 石川 島播磨重工業株式会社田無工場内 Fターム(参考) 2F051 AB01 BA00 2G052 AA11 AD32 AD52 FD00 GA03 2G061 AA01 AA11 AB03 BA01 CB19 EA01    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Nobuhiko Yuki             Ishikawa, 3-5-1, Mukodaicho, Tanashi City, Tokyo             Shimaharima Heavy Industries Ltd. Tanashi factory F-term (reference) 2F051 AB01 BA00                 2G052 AA11 AD32 AD52 FD00 GA03                 2G061 AA01 AA11 AB03 BA01 CB19                       EA01

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 平板状のベース材(2、2’)と平板状
の連結材(4)の一部を重ね合わせて接合した接合面
(B)のせん断方向の接合強度を測定するための接合強
度測定方法であって、 二枚のベース材をその上面(8)を面一として対向して
位置決めし、その上面に連結材を掛け渡してベース材と
連結材とを接合した上で、二枚のベース材に引張荷重
(F、F’)を加えることにより接合面にせん断力を作
用させ、ベース材が連結材からせん断されるときの引張
荷重を測定する、ことを特徴とする接合強度測定方法。
1. A method for measuring a joining strength in a shearing direction of a joining surface (B) obtained by overlapping and joining a part of a flat base material (2, 2 ') and a flat connecting material (4). A bonding strength measuring method, wherein two base materials are positioned so that their upper surfaces (8) are flush with each other, and a connecting material is laid over the upper surfaces to bond the base material and the connecting material. Bonding, wherein a tensile load (F, F ') is applied to two base materials to exert a shearing force on the joint surfaces, and the tensile load when the base materials are sheared from the connecting material is measured. Strength measurement method.
【請求項2】 前記連結材(4)の上面に補強材(1
2)を接合した、ことを特徴とする請求項1に記載の接
合強度測定方法。
2. A reinforcing material (1) is provided on the upper surface of the connecting material (4).
The bonding strength measuring method according to claim 1, wherein the bonding strength is 2).
【請求項3】 前記補強材(12)は、引張方向に対し
平行に立設したフランジ状の厚板(14)である、こと
を特徴とする請求項2に記載の接合強度測定方法。
3. The bonding strength measuring method according to claim 2, wherein the reinforcing material (12) is a flange-shaped thick plate (14) standing upright in parallel with the tensile direction.
JP2001323471A 2001-10-22 2001-10-22 Bonding strength measurement method Expired - Fee Related JP3724715B2 (en)

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CN113702135B (en) * 2021-09-16 2024-02-06 中车株洲电力机车有限公司 Sample preparation device

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