JP3130550U - Weld spot shear test jig and weld spot shear test equipment - Google Patents

Weld spot shear test jig and weld spot shear test equipment Download PDF

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JP3130550U
JP3130550U JP2007000201U JP2007000201U JP3130550U JP 3130550 U JP3130550 U JP 3130550U JP 2007000201 U JP2007000201 U JP 2007000201U JP 2007000201 U JP2007000201 U JP 2007000201U JP 3130550 U JP3130550 U JP 3130550U
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test
cross
jig
steel bar
test piece
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晃平 遠山
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Shimadzu Corp
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Shimadzu Corp
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Abstract

【課題】十字形試験片に付着するバリやダレの研削を省略して溶接点せん断試験を行うための試験用ジグおよび試験装置を提供する。
【解決手段】溶接点せん断試験に十分耐え得る強度を有する丸棒形状の金属部材に、十字形試験片2の長尺棒鋼21を嵌め込む軸方向の長手方向溝11と、その長尺棒鋼21に直交して溶接された短尺棒鋼22を嵌め込む横方向溝12と、長手方向溝11の閉塞側にあって引張試験機に取り付けられたつかみ具で把持するための扁平形の連結部13を形成する。長手方向溝11の閉塞端に十字形試験片2の採取時に生じる長尺棒鋼21の端末部のダレ2bやバリ2cが付いたままで嵌め込み可能にするための円形穴14を形成する。
【選択図】図2
Provided are a test jig and a test apparatus for conducting a welding point shear test by omitting grinding of burrs and sags adhering to a cross-shaped test piece.
An axial longitudinal groove 11 into which a long steel bar 21 of a cross-shaped test piece 2 is fitted into a round bar-shaped metal member having sufficient strength to withstand a welding point shear test, and the long steel bar 21 A transverse groove 12 into which a short steel bar 22 welded orthogonally to the longitudinal groove 11 is fitted, and a flat connecting portion 13 on the closed side of the longitudinal groove 11 for gripping with a gripping tool attached to a tensile testing machine. Form. A circular hole 14 is formed in the closed end of the longitudinal groove 11 so that the end of the long steel bar 21 produced when the cross-shaped test piece 2 is collected can be fitted with the sag 2b or burr 2c attached.
[Selection] Figure 2

Description

本考案は、溶接点せん断試験ジグおよび溶接点せん断試験装置に関し、特に溶接金網および鉄筋格子溶接点せん断強さの試験を行うための試験用ジグおよび試験装置に関する。   The present invention relates to a weld spot shear test jig and a weld spot shear test apparatus, and more particularly, to a test jig and a test apparatus for testing a weld wire mesh and a reinforcing bar lattice weld spot shear strength.

従来、鉄線や棒鋼を格子状に重ね合わせその交差点を溶接した溶接金網および鉄筋格子などの溶接点のせん断強さを試験する場合、試験の対象となる溶接金網および鉄筋格子から図7に示すような溶接部2aを含んだ十字形試験片2を採取し、この十字形試験片2の長尺棒鋼21とこれと直交方向の短尺棒鋼22を図8に示すような長手方向溝42と横方向溝43が形成された試験用ジグ4に収容した状態で、試験用ジグ4の連結部41と長尺棒鋼21の一端とを引張試験機で引張り、溶接部2aがせん断されるまでに耐え得た最大荷重を長尺棒鋼21の原断面積で除した値を溶接点せん断強さとして測定している(非特許文献1)。   Conventionally, when testing the shear strength of welding points such as a welded wire mesh and reinforcing bar grid in which iron wires and steel bars are superposed in a grid shape and welded at the intersection, as shown in FIG. A cross-shaped test piece 2 including a welded portion 2a is taken, and a long steel bar 21 and a short steel bar 22 perpendicular to the long steel bar 21 of the cross-shaped test piece 2 are formed into a longitudinal groove 42 and a lateral direction as shown in FIG. With the groove 43 formed in the test jig 4 formed, the connecting portion 41 of the test jig 4 and one end of the long steel bar 21 are pulled with a tensile tester, and the welded portion 2a can endure until it is sheared. A value obtained by dividing the maximum load by the original cross-sectional area of the long steel bar 21 is measured as the welding point shear strength (Non-Patent Document 1).

前記試験用ジグ4は、十字形試験片2の引張方向に対する中心軸のずれをできるだけ小さくするため、試験用ジグ4に形成する長手方向溝42の溝幅は十字形試験片2の長尺棒鋼21の最大幅に対して0.2mm程度の微小隙間が得られる程度に抑えられている。   Since the test jig 4 minimizes the deviation of the central axis with respect to the tensile direction of the cross-shaped test piece 2, the groove width of the longitudinal groove 42 formed in the test jig 4 is the long steel bar of the cross-shaped test piece 2. It is suppressed to such an extent that a minute gap of about 0.2 mm is obtained with respect to the maximum width of 21.

前記十字形試験片2の溶接金網および鉄筋格子からの採取は主にシアやのこぎりなどの工具を使用して行われるが、例えばシアで切断する場合、図9(A)に示すように切り出し方向にダレ2bが残りやすく、またのこぎりで切断する場合、図9(B)に示すように切り口周辺にバリ2cが残りやすい。   Sampling of the cross-shaped test piece 2 from a welded wire mesh and a reinforcing bar grid is mainly performed using a tool such as a shear or a saw. For example, when cutting with a shear, the cutting direction is as shown in FIG. The sag 2b tends to remain, and when cutting with a saw, the burr 2c tends to remain around the cut end as shown in FIG. 9B.

前記十字形試験片2の長尺棒鋼21や短尺棒鋼22の全ての切断部に上記のようなダレ2bやバリ2cが残るが、特に図9に示すように長尺棒鋼21の一端は前記試験用ジグ4の長手方向溝42内に収められるため、その端末にダレ2bやバリ2cが生じると、これらが当たって長尺棒鋼21が長手方向溝42にスムーズに嵌め込めなくなったり、無理に嵌め込むと長尺棒鋼21に傾きが生じる。このため必要に応じて十字形試験片2の切出し口付近をグラインダーなどの簡易研削盤で研削してダレ2bやバリ2cを落とす作業が行なわれていた。
JIS G3551:2000
The sagging 2b and burrs 2c as described above remain in all the cut portions of the long steel bar 21 and the short steel bar 22 of the cross-shaped test piece 2, but one end of the long steel bar 21 is particularly at the end of the test as shown in FIG. Since it is stored in the longitudinal groove 42 of the jig 4, when the sag 2 b or burr 2 c is generated at the end thereof, the long steel bar 21 does not fit smoothly into the longitudinal groove 42 due to contact with them, or it is forced to fit. The long steel bar 21 is inclined. For this reason, the work of removing the sagging 2b and the burr 2c by grinding the vicinity of the cut-out opening of the cross-shaped test piece 2 with a simple grinder such as a grinder as required.
JIS G3551: 2000

従来の溶接点せん断試験用ジグは上記のように構成されているので、十字形試験片2の端末にわずかなバリやダレが生じた場合でも、これを削り落とす余分な作業を必要とし、特に多くのサンプルを試験する場合、せん断強さ試験をスムーズに遂行することが難しく多くの試験時間を費やしていた。
本考案は、このような事情に鑑みてなされたものであって、十字形試験片2の端末にバリやダレが生じていてもこれを研削せずに溶接せん断強さ試験を行うことができる溶接点せん断試験用ジグおよび溶接点せん断試験装置を提供することを目的とするものである。
Since the conventional welding point shear test jig is configured as described above, even if slight burrs or sagging occurs at the end of the cross-shaped test piece 2, extra work is required to scrape it off. When many samples were tested, it was difficult to smoothly perform the shear strength test, and much test time was spent.
The present invention has been made in view of such circumstances, and it is possible to perform a welding shear strength test without grinding even if burrs or sagging occur at the end of the cross-shaped test piece 2. An object of the present invention is to provide a welding point shear test jig and a welding point shear test apparatus.

上記の目的を達成するため、本考案の溶接点せん断試験用ジグは、棒鋼材を溶接した金網または格子から切り取った十字形試験片を嵌合させ、その溶接箇所にせん断荷重を加える試験用ジグであって、十字形試験片の長尺棒鋼材が挿入できる長手方向溝と、十字形試験片の短尺棒鋼材が挿入できる横方向溝が形成され、長手方向溝における横方向溝から奥方端部までの一部または全部が、溝幅より大きく形成されるとともに、長手方向溝が開放される他端と反対の側に、材料試験機の把持部に連結するための連結部を設けたものである。
本考案の溶接点せん断強さ試験装置は、上記溶接点せん断試験用ジグと、前記ジグの連結部を把持する第1の把持部と、前記ジグに挿入された十字形試験片の前記ジグの長手方向溝から突出している部分を把持する第2の把持部を備え、この2つの把持部を互いに離隔させて前記十字試験片に引張試験力を負荷する負荷機構と、負荷を与えたときの試験力を計測する計測機構を備えたものである。
In order to achieve the above object, the welding point shear test jig of the present invention is a test jig in which a cross-shaped test piece cut from a wire mesh or lattice welded with a steel bar is fitted and a shear load is applied to the welded portion. A longitudinal groove into which the long steel bar of the cross-shaped test piece can be inserted and a horizontal groove into which the short steel bar of the cross-shaped test piece can be inserted are formed. A part or all up to is formed larger than the groove width, and a connecting part for connecting to the grip part of the material testing machine is provided on the side opposite to the other end where the longitudinal groove is opened. is there.
A welding point shear strength test apparatus according to the present invention includes a welding point shear test jig, a first gripping part that grips the connecting part of the jig, and the jig of the cross-shaped test piece inserted into the jig. A load mechanism for holding a portion that protrudes from the longitudinal groove; and a load mechanism for applying a tensile test force to the cross test piece by separating the two grip portions from each other; and A measuring mechanism for measuring the test force is provided.

本考案の溶接点せん断試験用ジグおよび溶接点せん断試験装置は、上記のように構成されており、試験片に生じるバリやダレが残っても長手方向の溝の大きく形成された部分にこれらが入るので、除去する必要がない。   The jig for welding point shear test and the welding point shear test apparatus of the present invention are configured as described above, and even if burrs and sags generated on the test piece remain, these are formed in a portion where the longitudinal groove is formed largely. There is no need to remove it.

本考案の溶接点せん断試験用ジグおよび溶接点せん断試験装置を使用することにより、これまでの試験片に必要としたバリやダレなどの余分な研削作業が不要となり、スムーズな試験作業が可能となる。これにより、試験片切断方法に依存せずに試験片の製作が可能となる。   By using the welding point shear test jig and welding point shear test device of the present invention, unnecessary grinding work such as burrs and sag required for conventional test pieces becomes unnecessary, and smooth test work is possible. Become. As a result, the test piece can be manufactured without depending on the test piece cutting method.

本考案の実施例を図面を参照しながら説明する。図1は本考案の溶接点せん断試験用ジグ(以後試験用ジグと称す)1の平面図(A)、その右側面図(B)および左側面図(C)、図2は十字形試験片2を嵌め込んだ状態での試験用ジグ1の平面図(A)とその部分Aの拡大図(B)である。   Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a plan view (A), a right side view (B) and a left side view (C) of a welding point shear test jig (hereinafter referred to as a test jig) 1 of the present invention, and FIG. 2 is a cross-shaped test piece. 2 is a plan view (A) of the test jig 1 in a state where 2 is fitted, and an enlarged view (B) of the portion A. FIG.

本試験用ジグ1は、図1、2に示すように溶接点せん断強さ試験に十分耐え得る強度を有する丸棒形状の金属部材に、十字形試験片2の長尺棒鋼21を嵌め込む軸方向の長手方向溝11と、その長尺棒鋼21に直交して溶接された短尺棒鋼22を嵌め込む横方向溝12と、右端部にあって引張試験機に取り付けられたつかみ具で把持するために扁平形にした連結部13を形成し、さらに長手方向溝11の奥部に本考案の特徴である十字形試験片2の採取時に生じる長尺棒鋼21の端末部のダレ2bやバリ2cが接触しないで嵌め込み可能にするために長手方向溝11の溝幅より直径が大でより深い円形穴14が形成されている。   As shown in FIGS. 1 and 2, the test jig 1 is a shaft in which a long steel bar 21 of a cross-shaped test piece 2 is fitted in a round bar-shaped metal member having sufficient strength to withstand a welding point shear strength test. A longitudinal groove 11 in a direction, a lateral groove 12 into which a short steel bar 22 welded orthogonal to the long steel bar 21 is fitted, and a gripping tool attached to a tensile testing machine at the right end. Further, a sag 2b and a burr 2c at the end of the long steel bar 21 generated when the cross-shaped test piece 2 which is a feature of the present invention is collected are formed in the inner part of the longitudinal groove 11 at the back of the longitudinal groove 11. A circular hole 14 having a diameter larger and deeper than the groove width of the longitudinal groove 11 is formed to enable fitting without contact.

前記十字形試験片2は、図2に示すように試験用ジグ1に嵌め込まれた状態で、その連結部13と長尺棒鋼21の突出し部21aを引張試験機のつかみ具で把持して引張り、せん断力を加えて溶接点せん断力試験が行われ、せん断するまでに耐えた最大荷重を長尺棒鋼21の原断面積で除した値を溶接点せん断強さとして測定される。   As shown in FIG. 2, the cross-shaped test piece 2 is pulled by holding the connecting portion 13 and the protruding portion 21a of the long steel bar 21 with a gripping tool of a tensile tester while being fitted in the test jig 1. Then, a welding point shearing force test is performed by applying a shearing force, and a value obtained by dividing the maximum load endured until shearing by the original cross-sectional area of the long steel bar 21 is measured as the welding point shearing strength.

この場合、引張試験機の引張力は長尺棒鋼21の突出し部21aと短尺棒鋼22の左側面に作用し、横方向溝12とこれより左方の長手方向溝11に沿って長尺棒鋼21と短尺棒鋼22が支障なく嵌め込まれその直交性が保持されるので、横方向溝12から右方の長手方向溝11と長尺棒鋼21間の隙間を大きくすることにより長尺棒鋼21に傾きを生じても、この部分に対する引張力の作用は溶接せん断強さに影響せず、正確な溶接せん断強さを測定することができる。   In this case, the tensile force of the tensile testing machine acts on the protruding portion 21 a of the long steel bar 21 and the left side surface of the short steel bar 22, and the long steel bar 21 along the lateral groove 12 and the longitudinal groove 11 on the left side thereof. The short steel bar 22 is fitted without any trouble and the orthogonality is maintained, so that the long steel bar 21 is inclined by increasing the gap between the lateral groove 12 and the right longitudinal groove 11 and the long steel bar 21. Even if it occurs, the effect of the tensile force on this part does not affect the weld shear strength, and an accurate weld shear strength can be measured.

図3は、試験用ジグ1の変形例である試験ジグ1Aを示すものである。この試験用ジグ1Aは、長手方向溝11の奥側には本考案の特徴である十字形試験片2の採取時に生じる長尺棒鋼21の端末付近のバリやダレを一体として収容するために長手方向溝11より溝幅が広く深い拡大溝15が形成されている。この試験用ジグ1Aを使用することにより、前記十字形試験片2の長尺棒鋼21の寸法にバラツキがあっても端末のバリやダレは拡大溝15に収容され、長尺棒鋼21の中心軸のずれがない状態でせん断荷重が加えられる。   FIG. 3 shows a test jig 1A which is a modification of the test jig 1. This test jig 1A has a longitudinal direction in order to accommodate a burr and a sag near the end of the long steel bar 21 generated when the cross-shaped test piece 2 which is a feature of the present invention is collected at the back side of the longitudinal groove 11. An enlarged groove 15 having a groove width wider than that of the direction groove 11 is formed. By using this test jig 1A, even if the dimensions of the long steel bar 21 of the cross-shaped test piece 2 vary, the burrs and sag of the terminal are accommodated in the enlarged groove 15, and the central axis of the long steel bar 21 A shear load is applied in a state where there is no deviation.

また、図4は試験用ジグ1の他の変形例である試験用ジグ1Bを示すものである。この試験用ジグ1Bは、横方向溝12から奥方向の長手方向溝11より溝幅が大きく深い拡大溝16を設けたものである。これにより前記十字形試験片2の短尺棒鋼22から前後の長尺棒鋼21の寸法のバラツキが大きくても長尺棒鋼21に生じるバリやダレを拡大溝16に収容してせん断試験を行うことができる。   FIG. 4 shows a test jig 1B which is another modification of the test jig 1. This test jig 1B is provided with an enlarged groove 16 having a groove width larger than that of the longitudinal groove 11 in the back direction from the lateral groove 12 and deeper. As a result, even if there is a large variation in the dimension of the front and rear long steel bars 21 from the short steel bar 22 of the cross-shaped test piece 2, burrs and sags generated in the long steel bar 21 can be accommodated in the enlarged groove 16 and the shear test can be performed. it can.

本考案による溶接点せん断試験装置3の構成を図5に示す。本考案の溶接点せん断強さ試験装置は前記試験用ジグ1、1A、1Bのいずれかと、これらをつかむための一対のつかみ具31、31、このつかみ具31の一方を固設する機台D、他方を連結して移動し引張り荷重を加えるとともにその荷重を検出する荷重センサ32を搭載したクロスヘッド33、螺合によりクロスヘッド33を駆動する一対のねじ杆34A、34B、モータMとギヤー結合によりねじ杆34A、34Bとを回転駆動する駆動機構35および装置全体を制御し引張り荷重を計測して十字形試験片2の溶接点せん断強さを計測するマイクロコンピュータを主体とする計測制御装置36から構成されている。   The configuration of the welding point shear test apparatus 3 according to the present invention is shown in FIG. The welding point shear strength test apparatus of the present invention includes any one of the test jigs 1, 1 </ b> A, 1 </ b> B, a pair of grips 31, 31 for gripping them, and a machine base D on which one of the grips 31 is fixed. The cross head 33 is mounted with a load sensor 32 for detecting the load while connecting and moving the other, and a pair of screw rods 34A and 34B for driving the cross head 33 by screwing, and the motor M and gear coupling. The measurement control device 36 mainly composed of a microcomputer for measuring the welding point shear strength of the cruciform test piece 2 by controlling the drive mechanism 35 for rotationally driving the screw rods 34A and 34B and the entire device by measuring the tensile load. It is composed of

前記つかみ具31は、十字形試験片2の長尺棒鋼21または試験用ジグ1の連結部13を図6に示すように対向する歯面を有し近接させて把持する一対のつかみ歯31a、31aと、このつかみ歯31aをガイド31b内の傾斜面に沿って進退させるOリング31cでシールした受圧板31dと一体のシャフト31eと、スプリング31fの力とポート31gを通して伝達される油圧の押圧力の差によってシャフト31eを直線的に移動させるシリンダ31hと、前記つかみ歯31aとシャフト31eを移動可能に内設するホルダー31jおよび取付台31kから構成されている。   The gripping tool 31 has a pair of gripping teeth 31a for holding the long steel bar 21 of the cross-shaped test piece 2 or the connecting portion 13 of the test jig 1 in close proximity to each other as shown in FIG. 31a, a shaft 31e integrated with a pressure receiving plate 31d sealed with an O-ring 31c that advances and retracts this gripping tooth 31a along an inclined surface in the guide 31b, the force of the spring 31f, and the hydraulic pressure transmitted through the port 31g The cylinder 31h moves the shaft 31e linearly according to the difference, the holder 31j and the mounting base 31k for moving the gripping teeth 31a and the shaft 31e in a movable manner.

上記溶接点せん断試験装置を使用して試験を行うには、図2に示すように試験用ジグ1に十字形試験片2を収容し、長尺棒鋼21を機台D側のつかみ具31で把持した後、試験用ジグ1の連結部13をクロスヘッド33側のつかみ具31で把持する。計測制御装置36のせん断試験プログラムによって溶接部2aにせん断荷重を加え、その荷重値を測定し、せん断強さに換算する。本考案は上記の実施例に限定されるものではなく、例えば、シャフト31eの駆動源として油圧や空気圧を用いることも可能である。   In order to perform a test using the above-described welding point shear test apparatus, a cross-shaped test piece 2 is accommodated in a test jig 1 as shown in FIG. 2, and a long steel bar 21 is held by a grip 31 on the machine base D side. After gripping, the connecting portion 13 of the test jig 1 is gripped by the grip 31 on the cross head 33 side. A shear load is applied to the welded portion 2a by the shear test program of the measurement control device 36, the load value is measured, and converted to shear strength. The present invention is not limited to the above-described embodiments. For example, hydraulic pressure or air pressure can be used as a drive source of the shaft 31e.

本考案の溶接点せん断試験ジグおよび溶接点せん断試験装置は、特に溶接金網および鉄筋格子溶接点せん断試験の試験用ジグおよび試験装置として用いられる。   The welding point shear test jig and the welding point shear test apparatus of the present invention are particularly used as a test jig and a testing apparatus for welded wire mesh and reinforcing bar lattice welding point shear tests.

本考案の実施例による試験用ジグ1の平面図(A)とその右側面図(B)および左側面図(C)である。It is the top view (A) of the jig 1 for a test by the Example of this invention, its right view (B), and left view (C). 本考案の試験用ジグ1に十字形試験片2が収容された状態の平面図(A)と部分Aの拡大図(B)である。They are a top view (A) in the state where the cross-shaped test piece 2 was accommodated in the test jig 1 of the present invention, and an enlarged view (B) of the portion A. 変形例による試験用ジグ1Aの平面図である。It is a top view of 1 J of test jigs by a modification. 他の変形例による試験用ジグ1Bの平面図である。It is a top view of the test jig 1B by another modification. 本考案の溶接点せん断試験装置3の構成図である。It is a block diagram of the welding point shear test apparatus 3 of this invention. 実施例に係わるつかみ具31の一部断面構成図である。It is a partial cross section block diagram of the holding tool 31 concerning an Example. 十字形試験片2の平面図(A)とその側面図(B)である。It is the top view (A) of the cross-shaped test piece 2, and its side view (B). 従来の溶接点せん断試験用ジグの斜視図である。It is a perspective view of the conventional jig for a welding point shear test. ダレを生じた十字形試験片(A)とバリを生じた試験片(B)のそれぞれの平面図と側面図である。It is the top view and side view of each of the cross-shaped test piece (A) which produced the sagging, and the test piece (B) which produced the burr | flash.

符号の説明Explanation of symbols

1 溶接点せん断試験用ジグ(試験用ジグ)
11 長手方向溝
12 横方向溝
13 連結部
14 円形穴
15 拡大溝
16 拡大溝
2 十字形試験片
2a 溶接部
2b ダレ
2c バリ
21 長尺棒鋼
21a 突出し部
22 短尺棒鋼
3 溶接点せん断試験装置
31 つかみ具
31a つかみ歯
31b ガイド
31c Oリング
31d 受圧板
31e シャフト
31f スプリング
31g ポート
31h シリンダ
31j ホルダー
31k 取付台
32 荷重センサ
33 クロスヘッド
34A ねじ杆
34B ねじ杆
35 駆動機構
36 計測制御装置
4 試験用ジグ
41 連結部
42 長手方向溝
43 横方向溝
D 機台
M モータ
1 Welding point shear test jig (test jig)
DESCRIPTION OF SYMBOLS 11 Longitudinal groove 12 Lateral groove 13 Connection part 14 Circular hole 15 Enlarged groove 16 Enlarged groove 2 Cross-shaped test piece 2a Welded part 2b Burr 2c Burr 21 Long bar steel 21a Protruding part 22 Short bar steel 3 Welding point shear test device 31 Grasp Tool 31a Grasp 31b Guide 31c O-ring 31d Pressure receiving plate 31e Shaft 31f Spring 31g Port 31h Cylinder 31j Holder 31k Mounting base 32 Load sensor 33 Crosshead 34A Screw rod 34B Screw rod 35 Drive mechanism 36 Measurement control device 4 Test jig 41 Part 42 Longitudinal groove 43 Lateral groove D Machine base M Motor

Claims (2)

棒鋼材を溶接した金網または格子から切り取った十字形試験片を嵌合させ、その溶接箇所にせん断荷重を加える試験用ジグであって、十字形試験片の長尺棒鋼材が挿入できる長手方向溝と、十字形試験片の短尺棒鋼材が挿入できる横方向溝が形成され、長手方向溝における横方向溝から奥方端部までの一部または全部が、溝幅より大きく形成されるとともに、長手方向溝が開放される他端と反対の側に、材料試験機の把持部に連結するための連結部を設けたことを特徴とする溶接点せん断試験用ジグ。 A test jig for fitting a cross-shaped specimen cut from a wire mesh or grid welded with steel bars and applying a shear load to the welded portion, and a longitudinal groove into which the long steel bars of the cross-shaped specimen can be inserted And a transverse groove into which the short steel bar of the cross-shaped test piece can be inserted is formed, and a part or all of the longitudinal groove from the transverse groove to the back end is formed larger than the groove width, and the longitudinal direction. A jig for welding point shear test, characterized in that a connecting portion for connecting to a gripping portion of a material testing machine is provided on the side opposite to the other end where the groove is opened. 請求項1に記載された溶接点せん断試験用ジグと、前記ジグの連結部を把持する第1の把持部と、前記ジグに挿入された十字形試験片の前記ジグの長手方向溝から突出している部分を把持する第2の把持部を備え、この2つの把持部を互いに離隔させて前記十字試験片に引張試験力を負荷する負荷機構と、負荷を与えたときの試験力を計測する計測機構を備えたことを特徴とする溶接点せん断試験装置。 A welding point shear test jig according to claim 1, a first grip part for gripping the joint part of the jig, and a cross-shaped test piece inserted into the jig projecting from a longitudinal groove of the jig. A load mechanism for applying a tensile test force to the cross test piece by separating the two grip portions from each other and a measurement for measuring the test force when a load is applied A welding point shear test apparatus characterized by comprising a mechanism.
JP2007000201U 2007-01-18 2007-01-18 Weld spot shear test jig and weld spot shear test equipment Expired - Fee Related JP3130550U (en)

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CN106872276A (en) * 2017-04-20 2017-06-20 福建省建筑工程质量检测中心有限公司 A kind of reinforcing bar tack-weld tensile shear(ing) test frock
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JP2019060202A (en) * 2017-09-28 2019-04-18 Pcジャパン有限会社 Measuring method of strength of top muscle-lattice inter-welding point and measuring jig of strength of top muscle-lattice inter-welding point
CN109781512A (en) * 2019-03-27 2019-05-21 宁波市民用建筑设计研究院有限公司 Welded steel fabric and muscle solder joint shearing resistance experimental rig and its method
CN112098192A (en) * 2020-10-21 2020-12-18 中国建材检验认证集团股份有限公司 Clamp and method for testing tensile shear creep of adhesive by cross method
CN112858623A (en) * 2021-01-04 2021-05-28 广西柳钢华创科技研发有限公司 Method for judging whether ribbed steel bar is reasonable in appearance and reinforcing strength of ribbed steel bar
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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106872276A (en) * 2017-04-20 2017-06-20 福建省建筑工程质量检测中心有限公司 A kind of reinforcing bar tack-weld tensile shear(ing) test frock
CN106872276B (en) * 2017-04-20 2023-08-04 福建省建筑工程质量检测中心有限公司 Tensile shear test tool for reinforcing steel bar spot welding joint
JP2019060202A (en) * 2017-09-28 2019-04-18 Pcジャパン有限会社 Measuring method of strength of top muscle-lattice inter-welding point and measuring jig of strength of top muscle-lattice inter-welding point
JP7208698B2 (en) 2017-09-28 2023-01-19 Pcジャパン有限会社 Method for measuring the strength of weld points between top and lattice muscles and jig for measuring the strength of weld points between top and lattice muscles
CN108548713B (en) * 2018-03-29 2022-10-04 合肥工业大学 Correctable mobile test device and test method thereof
CN108548713A (en) * 2018-03-29 2018-09-18 合肥工业大学 A kind of amendable mobile test device and its test method
CN109781512A (en) * 2019-03-27 2019-05-21 宁波市民用建筑设计研究院有限公司 Welded steel fabric and muscle solder joint shearing resistance experimental rig and its method
CN109781512B (en) * 2019-03-27 2024-03-15 宁波市民用建筑设计研究院有限公司 Shearing resistance test device and method for reinforcing steel bar welding mesh welding spot
CN112098192A (en) * 2020-10-21 2020-12-18 中国建材检验认证集团股份有限公司 Clamp and method for testing tensile shear creep of adhesive by cross method
CN112858623B (en) * 2021-01-04 2022-11-18 广西柳钢华创科技研发有限公司 Method for judging whether ribbed steel bar is reasonable in appearance and reinforcing strength of ribbed steel bar
CN112858623A (en) * 2021-01-04 2021-05-28 广西柳钢华创科技研发有限公司 Method for judging whether ribbed steel bar is reasonable in appearance and reinforcing strength of ribbed steel bar
CN113218760A (en) * 2021-05-12 2021-08-06 江西迪比科股份有限公司 Method for testing tension of welding spot of power cap of edge covering structure
CN114813356A (en) * 2022-07-01 2022-07-29 江铃汽车股份有限公司 Method for detecting welding quality of packaged chip welding leg
CN114813356B (en) * 2022-07-01 2022-09-23 江铃汽车股份有限公司 Method for detecting welding quality of packaged chip welding leg

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