JP2014014849A - Y-type welding crack testing plate, and method of manufacturing y-type welding crack testing plate - Google Patents

Y-type welding crack testing plate, and method of manufacturing y-type welding crack testing plate Download PDF

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JP2014014849A
JP2014014849A JP2012154833A JP2012154833A JP2014014849A JP 2014014849 A JP2014014849 A JP 2014014849A JP 2012154833 A JP2012154833 A JP 2012154833A JP 2012154833 A JP2012154833 A JP 2012154833A JP 2014014849 A JP2014014849 A JP 2014014849A
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test
plate
shaped groove
test plate
steel plate
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JP6017205B2 (en
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Yasuo Murai
康生 村井
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SHINKO YOSETSU SERVICE KK
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SHINKO YOSETSU SERVICE KK
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Abstract

PROBLEM TO BE SOLVED: To provide a y-type welding crack testing plate, and a manufacturing method thereof, for reducing welding manhours, when executing restriction welding, by accurately forming a gap of a test welding part of the y-type welding crack testing plate, without executing the restriction welding.SOLUTION: A y-type welding crack testing plate 1 comprises: a testing plate body 2 composed of a steel material; a V-shaped groove 6 formed so as to extend in a straight line shape in an area except for an edge part of a surface of the body and being a V shape of having an inclined face of crossing at an angle corresponding to a groove angle of a y-shaped groove of a testing object in a cross section in a width direction vertical to a direction of extending in the straight line shape; and a plate-like slit 11 opening on a reverse surface of the body by extending up to the reverse surface of the body from a whole area of a bottom part of the V-shaped groove 6, inclined in the same surface as one inclined face of the V-shaped groove 6 in its one surface and corresponding to a route gap of the y-shaped groove of the testing object in an interval of opposed two surfaces.

Description

本発明は、JIS Z 3158に記載された被覆アーク溶接・ガスシールドアーク溶接・セルフシールドアーク溶接による炭素鋼及び低合金鋼の溶接部に発生する低温割れを試験するy形溶接割れ試験方法に使用するy形溶接割れ試験板及びその製造方法に関する。   The present invention is used in the y-type weld crack test method for testing low temperature cracks generated in welds of carbon steel and low alloy steel by covered arc welding, gas shielded arc welding, and self-shielded arc welding described in JIS Z 3158. The present invention relates to a y-type weld crack test plate and a manufacturing method thereof.

y形溶接割れ試験は、溶接部の低温割れ感受性を調べる試験であり、試験板に所定のルートギャップをもって形成されたy形開先部を試験溶接部として溶接し、所定の時間(通常48時間)経過後に、溶接した試験板に表面割れ及び断面割れが発生しているかを検査するものである。   The y-type weld cracking test is a test for examining the low-temperature cracking susceptibility of a welded portion. A y-shaped groove formed on a test plate with a predetermined root gap is welded as a test welded portion, and a predetermined time (usually 48 hours). ) After progress, it is inspected whether surface cracks and cross-sectional cracks have occurred in the welded test plate.

従来、y形溶接割れ試験には、図11(a)に示すy形溶接割れ試験板101を用いていた。これは、図12(a)乃至(d)に示すように、2個の異なる形状を有する鋼板102及び103を、溶接割れ試験を行う試験溶接部104を残して、拘束溶接を行って作製したものである。以下に、この従来のy形溶接割れ試験板101の製造方法を示す。   Conventionally, the y-type weld crack test plate 101 shown in FIG. 11A has been used for the y-type weld crack test. As shown in FIGS. 12 (a) to 12 (d), steel plates 102 and 103 having two different shapes were produced by subjecting steel plates 102 and 103 to restraint welding, leaving a test weld 104 for performing a weld cracking test. Is. Below, the manufacturing method of this conventional y-type weld crack test plate 101 is shown.

図12(a),(b)に示すように、鋼板102は、幅200mm、長さ(75+板厚t/3.4)mm、板厚tである。先ず、この鋼板102の長さ方向の一端部を、鋼板102の表面から、鋼板102の裏面の長さ方向の一端部まで、鋼板102の表面に対し60°の角度で切断する(第1工程)。次に、鋼板102の長さ方向の一端部において、鋼板102の幅方向の一端部から鋼板102の幅方向に平行の方向60mmまでの部分を、鋼板102の裏面から、鋼板102の板厚方向の1/2の部分における鋼板102の長さ方向の一端部まで、鋼板102の裏面に対し60°の角度で切断する(第2工程)。これと同様に、鋼板102の長さ方向の一端部において、鋼板102の幅方向の他端部から鋼板102の幅方向に平行の方向60mmまでの部分を、鋼板102の裏面から、鋼板102の板厚方向の1/2の部分における鋼板102の長さ方向の一端部まで、鋼板102の裏面に対し60°の角度で切断する(第3工程)。これにより、鋼板102は、鋼板102の長さ方向の一端部において、鋼板102の表面から鋼板102の板厚の半分t/2の距離まで、鋼板102に平行の方向に対し60°の角度で鋼板102の外側に傾斜し、鋼板102の裏面から鋼板102の板厚の半分t/2の距離まで、鋼板102に平行の方向に対し60°の角度で鋼板102の外側に傾斜するものとなる。そして、鋼板102の幅方向の両端部から60mmを除く幅方向80mmにおいて、裏面から鋼板102の板厚の半分t/2の距離までの部分が、鋼板102に平行の方向に対し60°の角度で鋼板102の外側に突出している。なお、製造工程数は、この鋼板102の製造工程から連続して数えるものとする。   As shown in FIGS. 12A and 12B, the steel plate 102 has a width of 200 mm, a length (75 + plate thickness t / 3.4) mm, and a plate thickness t. First, one end portion in the length direction of the steel plate 102 is cut from the surface of the steel plate 102 to one end portion in the length direction of the back surface of the steel plate 102 at an angle of 60 ° with respect to the surface of the steel plate 102 (first step). ). Next, at one end portion in the length direction of the steel plate 102, a portion from one end portion in the width direction of the steel plate 102 to a direction 60 mm parallel to the width direction of the steel plate 102 is taken from the back surface of the steel plate 102 in the thickness direction of the steel plate 102. Is cut at an angle of 60 ° with respect to the back surface of the steel plate 102 up to one end portion in the length direction of the steel plate 102 in the half portion (second step). Similarly, at one end portion in the length direction of the steel plate 102, a portion from the other end portion in the width direction of the steel plate 102 to a direction 60 mm parallel to the width direction of the steel plate 102 is removed from the back surface of the steel plate 102. Cut to the end of the steel plate 102 in the longitudinal direction at a half portion in the plate thickness direction at an angle of 60 ° with respect to the back surface of the steel plate 102 (third step). Accordingly, the steel plate 102 is at an angle of 60 ° with respect to the direction parallel to the steel plate 102 from one surface in the length direction of the steel plate 102 to the distance t / 2 of the thickness of the steel plate 102 from the surface of the steel plate 102. Inclined to the outside of the steel plate 102, and inclined to the outside of the steel plate 102 at an angle of 60 ° with respect to the direction parallel to the steel plate 102 from the back surface of the steel plate 102 to a distance t / 2 of the plate thickness of the steel plate 102. . And in the width direction 80mm except 60mm from the both ends of the width direction of the steel plate 102, the part from the back surface to the distance of half the thickness t / 2 of the steel plate 102 is an angle of 60 ° with respect to the direction parallel to the steel plate 102. It protrudes to the outside of the steel plate 102. In addition, the number of manufacturing processes shall be counted continuously from the manufacturing process of this steel plate 102.

また、図12(c),(d)に示すように、鋼板103は、幅200mm、長さ75mm、板厚tである。先ず、この鋼板103の長さ方向の一端部を、鋼板103の表面から、鋼板102の板厚方向の1/2の部分における鋼板102の長さ方向の一端部まで、鋼板103の表面に対し60°の角度で切断する(第4工程)。そして、この鋼板103の長さ方向の一端部を、鋼板103の裏面から、鋼板102の板厚方向の1/2の部分における鋼板102の長さ方向の一端部まで、鋼板103の裏面に対し60°の角度で切断する(第5工程)。これにより、鋼板103の長さ方向の一端部において、鋼板103の表面から鋼板103の板厚の半分t/2の距離まで、鋼板103に平行の方向に対し60°の角度で鋼板103の外側に傾斜し、鋼板103の裏面から鋼板103の板厚の半分t/2の距離まで、鋼板103に平行の方向に対し60°の角度で鋼板103の外側に傾斜するものとなる。鋼板102の長さ方向の一端部と、鋼板103の長さ方向の一端部とを突き合わせ、これら鋼板102及び鋼板103の幅方向の一端部から、鋼板の幅方向に平行の方向60mmまでの部分を拘束溶接し(第6工程)、鋼板102及び鋼板103の幅方向の他端部から、鋼板の幅方向に平行の方向60mmまでの部分を拘束溶接する(第7工程)。   Further, as shown in FIGS. 12C and 12D, the steel plate 103 has a width of 200 mm, a length of 75 mm, and a plate thickness t. First, one end portion in the length direction of the steel plate 103 is from the surface of the steel plate 103 to one end portion in the length direction of the steel plate 102 at a half portion in the plate thickness direction of the steel plate 102 with respect to the surface of the steel plate 103. Cutting at an angle of 60 ° (fourth step). Then, one end portion in the length direction of the steel plate 103 is from the back surface of the steel plate 103 to one end portion in the length direction of the steel plate 102 at a half portion in the plate thickness direction of the steel plate 102 with respect to the back surface of the steel plate 103. Cutting at an angle of 60 ° (fifth step). As a result, at one end portion in the length direction of the steel plate 103, from the surface of the steel plate 103 to a distance of t / 2 of the plate thickness of the steel plate 103, the outside of the steel plate 103 at an angle of 60 ° with respect to the direction parallel to the steel plate 103. From the back surface of the steel plate 103 to the distance t / 2 of the plate thickness of the steel plate 103, the steel plate 103 is inclined to the outside of the steel plate 103 at an angle of 60 ° with respect to the direction parallel to the steel plate 103. One end in the length direction of the steel plate 102 and one end in the length direction of the steel plate 103 are abutted, and a portion from the one end in the width direction of the steel plate 102 and the steel plate 103 to a direction parallel to the width direction of the steel plate is 60 mm. Is restrained and welded (sixth step), and the portion from the other end in the width direction of the steel plate 102 and the steel plate 103 to the direction 60 mm parallel to the width direction of the steel plate is restrained and welded (seventh step).

このように、従来技術では、7回の工程により、y形溶接割れ試験板101を製造する。この試験溶接部104は、図11(a)のA−A断面図である図11(b)に示すように、その断面がy形になる。また、鋼板同士を拘束溶接した拘束溶接部105は、図11(a)のB−B断面図である図11(c)に示すようになっている。そして、拘束溶接時には、試験溶接開先部に拘束溶接ビード及び拘束溶接で発生するスパッタが侵入しないように、図13(a)に示すように、試験溶接部に銅当金107を設けた状態で、拘束溶接を行っている。この銅当金107は、図13(a)のA−A断面図である図13(b)に示すように、鋼板のy形断面の上面側に嵌め込まれている。また、鋼板同士を拘束溶接した部分は、図13(a)のB−B断面図である図13(c)に示すようになっている。   Thus, in the prior art, the y-type weld crack test plate 101 is manufactured by seven processes. The test weld 104 has a y-shaped cross section as shown in FIG. 11B, which is a cross-sectional view taken along the line AA of FIG. Moreover, the restraint welding part 105 which restrainedly welded steel plates is as shown in FIG.11 (c) which is BB sectional drawing of Fig.11 (a). And at the time of restraint welding, as shown to Fig.13 (a), as shown in Fig.13 (a), the state which provided the copper-plating gold | metal | money 107 so that the sputter | spatter which generate | occur | produces by a restraint welding bead and restraint welding may not penetrate into a test-welding groove And restraint welding is performed. As shown in FIG. 13B, which is a cross-sectional view taken along the line AA of FIG. 13A, the copper abutment 107 is fitted on the upper surface side of the y-shaped cross section of the steel plate. Moreover, the part which restrained-welded steel plates is as shown in FIG.13 (c) which is BB sectional drawing of Fig.13 (a).

そして、鋼板同士を拘束溶接する際、図14に示すように、試験溶接部104の溶接始端部及び溶接終端部における開先にスペーサ106を挟み、試験溶接部104のルートギャップ110を所定の値gに調整する。この試験溶接部104のルートギャップ110は、JIS Z 3158に、1.0mmから2.0mmの範囲で適切な値を選択し、その許容差は±0.2mmであることが記載されている。しかし、この試験板101は、ルートギャップ110形成のためにスペーサ106を必要とするものであり、また拘束溶接を行うことによる試験溶接部104の収縮及び拘束溶接によるスペーサ106の形状変形等によって、安定してルートギャップ110を形成することが困難であった。   Then, when the steel plates are subjected to restraint welding, as shown in FIG. 14, the spacer 106 is sandwiched between the weld start end portion and the weld end portion of the test weld portion 104, and the route gap 110 of the test weld portion 104 is set to a predetermined value. Adjust to g. The route gap 110 of the test weld 104 is described in JIS Z 3158 by selecting an appropriate value in the range of 1.0 mm to 2.0 mm, and the tolerance is ± 0.2 mm. However, the test plate 101 requires the spacer 106 for forming the root gap 110. Also, due to the shrinkage of the test welded portion 104 by restraint welding and the shape deformation of the spacer 106 by restraint welding, etc. It was difficult to form the root gap 110 stably.

そこで、近年、図15(a)乃至(f)に示すように、鋼板112に予め凹部114を形成しておき、この鋼板112と鋼板113とを拘束溶接することにより、この凹部114がそのまま試験溶接部のルートギャップになるようにして、安定したルートギャップを得ようとする試験板が使用されている。   Therefore, in recent years, as shown in FIGS. 15A to 15F, a recess 114 is formed in advance in the steel plate 112, and the steel plate 112 and the steel plate 113 are restrained and welded to test the recess 114 as it is. A test plate is used to obtain a stable root gap so as to be a root gap of a weld.

図15(a),(b),(c)に示すように、この鋼板112は、幅200mm、長さ(75+板厚t/3.4)mm、板厚tが50mmであり、鋼板112の長さ方向の一端部において、鋼板112の表面から鋼板112の板厚の半分t/2の距離まで、鋼板112に平行の方向に対し60°の角度で鋼板112の外側に傾斜し、鋼板112の裏面から鋼板112の板厚の半分t/2の距離まで、鋼板112に平行の方向に対し60°の角度で鋼板112の外側に傾斜している。そして、鋼板112の幅方向の両端部から60mmを除く幅方向80mmにおいて、裏面から鋼板112の板厚の半分t/2の距離までの部分が、鋼板112に平行の方向に対し60°の角度で鋼板112の外側に突出している。また、この突出している部分において、鋼板112の幅方向の両端部から64mmを除く幅方向72mmにおいて、深さ1.5mmの凹部114が、裏面から上面に至るまで形成されている。   As shown in FIGS. 15A, 15B, and 15C, this steel plate 112 has a width of 200 mm, a length (75 + plate thickness t / 3.4) mm, and a plate thickness t of 50 mm. At one end in the length direction of the steel plate, the steel plate 112 is inclined to the outside of the steel plate 112 at an angle of 60 ° with respect to the direction parallel to the steel plate 112 from the surface of the steel plate 112 to a distance t / 2 of the plate thickness of the steel plate 112. From the back surface of 112 to a distance of half the thickness t / 2 of the steel plate 112, the steel plate 112 is inclined to the outside of the steel plate 112 at an angle of 60 ° with respect to the direction parallel to the steel plate 112. And in the width direction 80mm except 60mm from the both ends of the width direction of the steel plate 112, the part from the back surface to the distance of half t / 2 of the plate | board thickness of the steel plate 112 is an angle of 60 degrees with respect to the direction parallel to the steel plate 112. It protrudes to the outside of the steel plate 112. Further, in this protruding portion, a recess 114 having a depth of 1.5 mm is formed from the back surface to the top surface in a width direction of 72 mm excluding 64 mm from both ends of the steel plate 112 in the width direction.

また、図15(d),(e),(f)に示すように、鋼板113は、幅200mm、長さ75mm、板厚tが50mmであり、鋼板113の長さ方向の一端部において、鋼板113の上面から鋼板113の板厚の半分t/2の距離まで、鋼板113に平行の方向に対し60°の角度で鋼板113の外側に傾斜し、鋼板113の裏面から鋼板113の板厚の半分t/2の距離まで、鋼板113に平行の方向に対し60°の角度で鋼板113の外側に傾斜している。これら鋼板112と鋼板113とを拘束溶接することにより、この鋼板112に形成された凹部114が、そのまま試験溶接部のルートギャップになる。   Further, as shown in FIGS. 15D, 15E, and 15F, the steel plate 113 has a width of 200 mm, a length of 75 mm, and a plate thickness t of 50 mm. At one end of the steel plate 113 in the length direction, From the upper surface of the steel plate 113 to the distance of half t / 2 of the plate thickness of the steel plate 113, the steel plate 113 is inclined to the outside of the steel plate 113 at an angle of 60 ° with respect to the direction parallel to the steel plate 113. Is inclined to the outside of the steel plate 113 at an angle of 60 ° with respect to the direction parallel to the steel plate 113 up to a distance of t / 2. By restraint welding the steel plate 112 and the steel plate 113, the recess 114 formed in the steel plate 112 becomes the root gap of the test weld as it is.

また、特許文献1には、TIG溶接等非溶極式溶接におけるy形溶接割れ試験に用いるy形溶接割れ試験片において、開先が試験片の中央部分に一直線上に形成されており、この開先の長手方向に沿って孔部が設けられ、この孔部がy形溶接割れ試験片の外側と開先とを一直線上に連通されたy形溶接割れ試験片が開示されている。そして、このy形溶接割れ試験片の外側から孔部に溶接棒を差し込み、溶接棒の先端とTIG溶接の電極とを対応させて、試験溶接を開始し、溶接棒及び電極とを同時に移動させていき、開先の一端部から他端部まで溶接を行う。これにより、この従来技術は、比較的開先深さが深いy形溶接割れ試験片でTIG溶接等非溶極式溶接を行う場合でも、試験ビードを一定に開先の長手方向全長に渡って容易に設けようとするものである。なお、この従来技術におけるy形溶接割れ試験に用いるy形溶接割れ試験片は、2個の鋼板を拘束溶接して作製したものである。   Further, in Patent Document 1, in a y-type weld crack test piece used for a y-type weld crack test in non-molten electrode welding such as TIG welding, a groove is formed in a straight line at a central portion of the test piece. There is disclosed a y-type weld crack test piece in which a hole is provided along the longitudinal direction of the groove, and the hole communicates with the outside of the y-type weld crack test piece and the groove in a straight line. Then, a welding rod is inserted into the hole from the outside of the y-shaped weld crack test piece, the tip of the welding rod is associated with the electrode of TIG welding, test welding is started, and the welding rod and the electrode are moved simultaneously. Continue welding from one end of the groove to the other. As a result, this conventional technique can maintain the test bead over the entire length in the longitudinal direction of the groove even when performing non-molten electrode welding such as TIG welding with a y-shaped weld crack specimen having a relatively large groove depth. It is intended to be easily provided. In addition, the y-type weld crack test piece used for the y-type weld crack test in this prior art is produced by restraining welding of two steel plates.

また、特許文献2には、レーザ溶接に用いる溶接割れ試験片において、凸部を有する平板の試験片を、凸部が対向するように2個設置して凸部同士を突き合わせ、この突き合わせにより凸部の両側に形成された凹部に隙間設定ブロックを嵌め込み、対向する凸部間にルートギャップを形成させ、2個の試験片を隙間設定ブロックに押し付けた状態に保持したI型溶接割れ試験片が開示されている。この従来技術は、凸部の突出長さ及び隙間設定ブロックにおいて試験片の凸部の突出方向に平行の方向の長さを調整することにより、凸部間に形成されたルートギャップを高精度に設定しようとするものである。   In Patent Document 2, in a weld crack test piece used for laser welding, two flat test pieces having convex portions are placed so that the convex portions face each other, and the convex portions are abutted to each other. A I-type weld crack test piece is held in which a gap setting block is fitted in the concave portions formed on both sides of the portion, a root gap is formed between the opposing convex portions, and two test pieces are pressed against the gap setting block. It is disclosed. This conventional technique adjusts the protrusion length of the protrusions and the length in the direction parallel to the protrusion direction of the protrusions of the test piece in the gap setting block, so that the route gap formed between the protrusions can be made with high accuracy. This is what you want to set.

特開平6−180278号公報JP-A-6-180278 特開2011−36911号公報JP 2011-36911 A

しかしながら、図15に示す従来のy形溶接割れ試験板111は、2個の鋼板を拘束溶接する必要があるので、溶接割れ試験に影響を及ぼすといわれている試験溶接部のルートギャップの精度を確保しにくいという問題がある。   However, since the conventional y-shaped weld crack test plate 111 shown in FIG. 15 needs to restrain and weld two steel plates, the accuracy of the route gap of the test weld is said to affect the weld crack test. There is a problem that it is difficult to secure.

ギャップ精度に影響を及ぼす因子として、スペーサ106によりルートギャップを形成するy形溶接割れ試験板(図11,図12,図14)においては、スペーサ106の材質及び形状が挙げられ、また2個の鋼板を拘束溶接する際の溶接施工条件、例えば溶接材料、溶接入熱、積層パス数、パス間温度、表裏面溶接順序等が挙げられる。また、ギャップ精度に影響を及ぼす因子として、鋼板112に予め凹部114を形成しておき鋼板112と鋼板113とを拘束溶接することによりルートギャップを形成するy形溶接割れ試験板111(図15)においては、凹部114を形成するために行う機械加工の精度が挙げられ、また2個の鋼板を拘束溶接する際の溶接施工条件、例えば溶接材料、溶接入熱、積層パス数、パス間温度、表裏面溶接順序等が挙げられる。   In the y-type weld crack test plate (FIGS. 11, 12, and 14) in which a root gap is formed by the spacer 106 as a factor affecting the gap accuracy, the material and shape of the spacer 106 can be cited. Welding conditions for restraint welding of the steel sheet, such as welding material, welding heat input, number of lamination passes, interpass temperature, front and back welding sequence, and the like can be mentioned. Further, as a factor affecting the gap accuracy, a y-type weld crack test plate 111 (FIG. 15) in which a recess 114 is formed in advance in the steel plate 112 and a root gap is formed by restraining welding of the steel plate 112 and the steel plate 113. In, the accuracy of machining performed to form the recess 114 is mentioned, and welding conditions when restraining welding of two steel plates, for example, welding material, welding heat input, number of lamination passes, temperature between passes, For example, the front and back welding order.

通常、y形溶接割れ試験は、予熱温度及び直後熱条件を変化させて、割れ防止温度管理条件を決定する場合が多いため、試験板材質夫々において予熱温度及び直後熱条件を変化させるために、1種類の試験板材質ごとに複数の試験板を準備する必要がある。従って、溶接施工条件が比較的適切であったとしても、複数の試験板に機械加工及び拘束溶接を施すと、試験板ごとに機械加工精度が変化する場合があり、及び溶接による収縮度合いが変化する場合があり、同じ材質であっても、図16(a)に示すように、ルートギャップ110が過小となったり、図16(b)に示すように、ルートギャップ110が過大となったりする。また、溶接施工条件が適切でない場合は、複数の試験板に拘束溶接を施したときに、試験板ごとに角変形の程度が変化する場合があり、同じ材質であっても、図17(a)に示すように、試験溶接ビード直下部のルートギャップ121が、鋼板の裏面側近傍部のルートギャップ122よりも小さくなったり、図17(b)に示すように、試験溶接ビード直下部のルートギャップ121が、鋼板の裏面側近傍部のルートギャップ122よりも大きくなったりする。   Usually, in the y-type weld cracking test, the preheating temperature and the immediately following heat condition are often changed to determine the crack prevention temperature control condition. Therefore, in order to change the preheating temperature and the immediately following heat condition in each of the test plate materials, It is necessary to prepare a plurality of test plates for each type of test plate material. Therefore, even if the welding conditions are relatively appropriate, when machining and restraint welding are performed on multiple test plates, the machining accuracy may change for each test plate, and the degree of shrinkage due to welding changes. Even if the same material is used, the route gap 110 becomes too small as shown in FIG. 16 (a), or the route gap 110 becomes too large as shown in FIG. 16 (b). . In addition, when the welding conditions are not appropriate, the degree of angular deformation may vary from test plate to test plate when restraint welding is performed on a plurality of test plates. ), The root gap 121 immediately below the test weld bead is smaller than the root gap 122 in the vicinity of the back side of the steel plate, or the root just below the test weld bead as shown in FIG. The gap 121 may be larger than the root gap 122 in the vicinity of the back side of the steel plate.

y形溶接割れ試験における溶接割れ発生に影響を及ぼす因子は、試験溶接部の硬さと、試験溶接部の拡散性水素量と、試験板の板厚に関係し拘束の程度を表す指標である拘束度であるといわれている。しかし、y形溶接割れ試験において、これらの因子が溶接割れに及ぼす影響を検査するために、各試験板においてこれらの因子を変化させる場合、これらの因子ではない試験溶接部のルートギャップが、試験板ごとに均一に形成されている必要がある。従って、前述の如く、試験溶接部のルートギャップがy形溶接割れ試験板ごとに変わると、y形溶接割れ試験において正確な評価を行うことができない。   Factors affecting the occurrence of weld cracks in the y-type weld crack test are constraints that are indicative of the degree of restraint in relation to the hardness of the test weld, the amount of diffusible hydrogen in the test weld, and the thickness of the test plate. It is said that it is degree. However, in the y-type weld crack test, when these factors are changed in each test plate in order to examine the influence of these factors on the weld crack, the root gap of the test weld that is not these factors is tested. It must be formed uniformly for each plate. Therefore, as described above, if the root gap of the test weld varies for each y-type weld crack test plate, accurate evaluation cannot be performed in the y-type weld crack test.

y形溶接割れ試験の精度を高める目的で、y形溶接割れ試験板のギャップ精度を安定確保するため、これまでは、機械加工の最適条件を探し、また拘束溶接の際の溶接施工条件において、溶接材料、溶接入熱、積層パス数、パス間温度及び表裏面溶接の振り分けタイミング等の最適条件を探し、これらの最適条件でy形溶接割れ試験板を作製することにより、試験溶接部のルートギャップを所定の精度で形成するようにしていた。   In order to increase the accuracy of the y-type weld crack test, in order to ensure the stable gap accuracy of the y-type weld crack test plate, until now, we have searched for the optimum conditions for machining and in the welding conditions for restraint welding, Search for optimum conditions such as welding materials, welding heat input, number of lamination passes, temperature between passes, and timing of front and back welding distribution, and create y-type weld crack test plates under these optimum conditions. The gap was formed with a predetermined accuracy.

また、y形溶接割れ試験における試験溶接は、通常20秒程度で完了するのに対し、2個の鋼板を溶接する拘束溶接は、例えば鋼板の板厚が50mmの場合、完了するまでに3乃至4時間かかり、多大な溶接工数を必要としていた。   In addition, test welding in the y-type weld cracking test is normally completed in about 20 seconds, whereas restraint welding in which two steel plates are welded is, for example, 3 to 3 until completion when the steel plate has a thickness of 50 mm. It took 4 hours and required a lot of welding man-hours.

特許文献1は、y形溶接割れ試験片を作製するために、2個の鋼板を拘束溶接しているので、前述した2個の鋼板を拘束溶接する際に生じるルートギャップの精度低下及び製造工数増大という問題が生じる。   In Patent Document 1, since two steel plates are restrained and welded in order to produce a y-shaped weld crack test piece, the accuracy of the root gap and the number of manufacturing steps are reduced when the two steel plates are restrained and welded. The problem of increase arises.

また、特許文献2は、I型開先のルートギャップを高精度に形成する方法を開示するものであり、y形溶接割れ試験板の試験溶接部のルートギャップを高精度に形成するものではない。   Patent Document 2 discloses a method of forming a route gap of an I-shaped groove with high accuracy, and does not form a route gap of a test weld portion of a y-type weld crack test plate with high accuracy. .

本発明はかかる問題点に鑑みてなされたものであって、y形溶接割れ試験板の試験溶接部のルートギャップを精度よく形成すると共に、製造工数を著しく低減できるy形溶接割れ試験板及びその製造方法を提供することを目的とする。   The present invention has been made in view of such problems, and it is possible to accurately form a root gap of a test weld portion of a y-type weld crack test plate, and to significantly reduce the number of manufacturing steps, and its An object is to provide a manufacturing method.

本発明に係るy形溶接割れ試験板は、鋼材からなる試験板本体と、前記本体の表面の縁部を除く領域に、直線状に延びるように形成され、前記直線状に延びる方向に垂直の幅方向断面が試験対象のy形開先の開先角度に対応する角度で交差する斜面を有するV型形状であるV型溝と、前記V型溝の底部の全域から前記本体の裏面まで延びて前記本体の裏面に開口すると共に、その一方の面が前記V型溝の一方の斜面と同一面で傾斜し、対向する2面の間隔が試験対象のy形開先のルートギャップに対応する平板状スリットと、を有することを特徴とする。   The y-type weld crack test plate according to the present invention is formed so as to extend linearly in a region excluding the test plate main body made of steel and the edge of the surface of the main body, and is perpendicular to the linearly extending direction. A V-shaped groove having a V-shaped groove having a slope whose cross-section in the width direction intersects at an angle corresponding to the groove angle of the y-shaped groove to be tested, and extends from the entire bottom of the V-shaped groove to the back surface of the main body. Open on the back surface of the main body, one surface of which is inclined in the same plane as one inclined surface of the V-shaped groove, and the distance between the two opposing surfaces corresponds to the root gap of the y-shaped groove to be tested. And a flat slit.

本発明に係るy形溶接割れ試験板の製造方法は、鋼材からなる試験板本体の表面に平行の第1方向に垂直な面内で、前記本体の表面に垂直の方向に傾斜するように、前記本体の表面から裏面に貫通する直線状の孔を形成する工程と、前記本体の表面の縁部を除く領域において、前記直線状の孔から、前記第1方向に延びるように、平板状の孔を形成する工程と、前記平板状の孔の上部において、この上部の一方の斜面に対し、試験対象のy形開先の開先角度に対応する角度で交差する他方の斜面を形成して、V型溝を形成する工程と、前記V型溝を形成する際に生じるバリを除去する工程と、を有し、前記平板状の孔の下部が試験対象のy形開先のルートギャップに対応する間隔を有するスリットを構成することを特徴とする。   The method for producing a y-type weld crack test plate according to the present invention is such that the y-type weld crack test plate is inclined in a direction perpendicular to the surface of the main body in a plane perpendicular to the first direction parallel to the surface of the test plate main body made of steel. In the step of forming a linear hole penetrating from the front surface of the main body to the back surface, and in a region excluding the edge of the front surface of the main body, a flat plate-like shape is formed so as to extend from the linear hole in the first direction. A step of forming a hole, and at the upper part of the flat plate-like hole, the other inclined surface intersecting with one inclined surface of the upper part at an angle corresponding to the groove angle of the y-shaped groove to be tested is formed. A step of forming a V-shaped groove and a step of removing a burr generated when the V-shaped groove is formed, and a lower portion of the flat plate hole is a root gap of a y-shaped groove to be tested. A slit having a corresponding interval is formed.

この場合に、前記直線状の孔、前記平板状の孔及び前記V型溝を、ワイヤ放電加工又は機械加工によって形成することが好ましい。   In this case, it is preferable that the linear hole, the flat hole, and the V-shaped groove are formed by wire electric discharge machining or machining.

本発明に係るy形溶接割れ試験板の製造方法は、2枚の鋼板の端部を機械加工した後、突き合わせて拘束溶接を行う従来技術に対して、1枚の鋼板から、機械加工又は放電加工等により、直線状の孔及び平板状の孔とV型溝の斜面加工を行うだけで、製造できるので、製造工数を従来より著しく減少させることができる。また、本発明は、従来のように、スペーサによりルートギャップを規定した状態で、溶接により2枚の鋼板を組み付けるのではなく、1枚の鋼板に対し、機械加工又は放電加工等により平板状スリットを形成し、この平板状スリットによりルートギャップを規定するので、試験板の試験溶接部のルートギャップを精度よく形成し、y形溶接割れ試験の精度を高めることができる。   The manufacturing method of the y-type weld crack test plate according to the present invention is based on machining or electric discharge from one steel plate to the prior art in which the ends of two steel plates are machined and then butt-welded and restrained. Since it can be produced simply by processing the slopes of straight holes, flat holes, and V-shaped grooves by machining or the like, the number of production steps can be significantly reduced as compared with the prior art. Further, the present invention does not assemble two steel plates by welding in a state in which the root gap is defined by a spacer as in the prior art, but rather flat plate slits by machining or electric discharge machining or the like on one steel plate. Since the route gap is defined by the flat slit, the route gap of the test weld portion of the test plate can be formed with high accuracy, and the accuracy of the y-type weld crack test can be improved.

(a)は、本発明の実施形態に係るy形溶接割れ試験板を示す平面図、(b)は、同じくこのy形溶接割れ試験板の試験溶接部のA−A断面を示す断面図、(c)は、同じくこのy形溶接割れ試験板の試験溶接部を除く部分のB−B断面を示す断面図である。(A) is a top view which shows the y-type weld crack test plate which concerns on embodiment of this invention, (b) is sectional drawing which similarly shows the AA cross section of the test weld part of this y-type weld crack test plate, (C) is sectional drawing which shows the BB cross section of the part except the test welding part of this y-type weld crack test board similarly. (a)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板に直線状の孔を形成することを示す図、(b)は、同じくこの鋼板のA−A断面を示す断面図である。(A) is a figure which shows forming a linear hole in a steel plate in the y-type weld crack test plate which concerns on embodiment of this invention, (b) is a cross section which similarly shows the AA cross section of this steel plate. FIG. (a)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板に平板状の孔を形成することを示す図、(b)は、同じくこの鋼板のA−A断面を示す断面図である。(A) is a figure which shows forming a flat hole in a steel plate in the y-type weld crack test plate concerning the embodiment of the present invention, and (b) is a section showing an AA section of this steel plate similarly. FIG. (a)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板にV型溝を形成することを示す図、(b)は、同じくこの鋼板のA−A断面を示す断面図、(c)は、同じくこの鋼板のB−B断面を示す断面図である。(A) is a figure which shows forming a V-shaped groove | channel in a steel plate in the y-type weld crack test board which concerns on embodiment of this invention, (b) is sectional drawing which similarly shows the AA cross section of this steel plate. (C) is sectional drawing which similarly shows the BB cross section of this steel plate. (a)は、本発明の実施形態に係るy形溶接割れ試験板において、V型溝を形成する際に生じるバリを示す図、(b)は、同じくこのV型溝を形成する際に生じるバリを示し、鋼板のA−A断面を示す断面図、(c)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板のB−B断面を示す断面図である。(A) is a figure which shows the burr | flash produced when forming a V-shaped groove | channel in the y-type weld crack test board which concerns on embodiment of this invention, (b) is produced when forming this V-shaped groove | channel similarly. Sectional drawing which shows a burr | flash and shows the AA cross section of a steel plate, (c) is sectional drawing which shows the BB cross section of a steel plate in the y-type weld crack test plate which concerns on embodiment of this invention. (a),(b)は、本発明の実施形態に係るy形溶接割れ試験板において、バリを刃物により除去することを示す断面図である。(A), (b) is sectional drawing which shows removing a burr | flash with a cutter in the y-type weld crack test plate which concerns on embodiment of this invention. (a)は、本発明の実施形態に係るy形溶接割れ試験板に試験溶接を行った状態を示す平面図、(b)は、同じくこのy形溶接割れ試験板のA−A断面を示す断面図である。(A) is a top view which shows the state which test-welded to the y-type weld crack test plate which concerns on embodiment of this invention, (b) shows the AA cross section of this y-type weld crack test plate similarly. It is sectional drawing. (a)は、従来のy形溶接割れ試験板に試験溶接を行った状態を示す平面図、(b)は、同じくこのy形溶接割れ試験板のA−A断面を示す断面図である。(A) is a top view which shows the state which test-welded to the conventional y-type weld crack test plate, (b) is sectional drawing which similarly shows the AA cross section of this y-type weld crack test plate. y形溶接割れ試験板の試験溶接部のルートギャップである試験溶接ビード直下部GU及び鋼板の裏面側近傍部GLを示す図である。It is a figure which shows the test weld bead direct lower part GU which is a root gap of the test weld part of a y-type weld crack test plate, and the back surface side vicinity part GL of a steel plate. 本発明の実施例の評価結果を示すグラフ図である。It is a graph which shows the evaluation result of the Example of this invention. (a)は、従来のy形溶接割れ試験板を示す平面図、(b)は、同じくこのy形溶接割れ試験板の試験溶接部のA−A断面を示す断面図、(c)は、同じくこのy形溶接割れ試験板の拘束溶接部のB−B断面を示す断面図である。(A) is a plan view showing a conventional y-type weld crack test plate, (b) is a cross-sectional view showing an AA cross section of the test weld portion of the y-type weld crack test plate, and (c) is It is sectional drawing which similarly shows the BB cross section of the restraint welding part of this y-type weld crack test plate. (a)は、従来のy形溶接割れ試験板を構成する第1の鋼板を示す平面図、(b)は、同じくこの第1の鋼板を示す側面図、(c)は、従来のy形溶接割れ試験板を構成する第2の鋼板を示す平面図、(d)は、同じくこの第2の鋼板を示す側面図である。(A) is a plan view showing a first steel plate constituting a conventional y-shaped weld crack test plate, (b) is a side view showing the same first steel plate, and (c) is a conventional y-shape. The top view which shows the 2nd steel plate which comprises a weld crack test board, (d) is a side view which shows this 2nd steel plate similarly. (a)は、従来のy形溶接割れ試験板の試験溶接部に銅当金を設けたことを示す平面図、(b)は、同じくこのy形溶接割れ試験板の試験溶接部のA−A断面を示す断面図、(c)は、同じくこのy形溶接割れ試験板の拘束溶接部のB−B断面を示す断面図である。(A) is a top view which shows having provided the copper plating in the test weld part of the conventional y-type weld crack test plate, (b) is A- of the test weld part of this y-type weld crack test plate. Sectional drawing which shows A cross section, (c) is sectional drawing which similarly shows the BB cross section of the constrained welding part of this y-type weld crack test plate. 従来のy形溶接割れ試験板のルートギャップを形成するために、試験板にスペーサを挟んでいることを示す図である。It is a figure which shows having pinched | interposed the spacer in a test plate, in order to form the root gap of the conventional y-type weld crack test plate. (a)は、ルートギャップ形成方法を改良した従来のy形溶接割れ試験板を構成する第1の鋼板を示す平面図、(b)は、同じくこの第1の鋼板を示す正面図、(c)は、同じくこの第1の鋼板を示す側面図、(d)は、ルートギャップ形成方法を改良した従来のy形溶接割れ試験板を構成する第2の鋼板を示す平面図、(e)は、同じくこの第2の鋼板を示す正面図、(f)は、同じくこの第2の鋼板を示す側面図である。(A) is a top view which shows the 1st steel plate which comprises the conventional y-type weld crack test plate which improved the route gap formation method, (b) is a front view which similarly shows this 1st steel plate, (c) ) Is a side view showing the same first steel plate, (d) is a plan view showing a second steel plate constituting a conventional y-type weld crack test plate with an improved route gap forming method, and (e) The front view which similarly shows this 2nd steel plate, (f) is a side view which similarly shows this 2nd steel plate. (a)は、y形溶接割れ試験板の試験溶接部のルートギャップが過小となったことを示す図、(b)は、同じくこのルートギャップが過大となったことを示す図である。(A) is a figure which shows that the route gap of the test weld part of a y-type weld crack test plate became too small, (b) is a figure which shows that this route gap became excessive too. (a)は、y形溶接割れ試験板の試験溶接ビード直下部のルートギャップが鋼板の裏面側近傍部のルートギャップよりも小さくなったことを示す図、(b)は、同じくこの試験溶接ビード直下部のルートギャップが鋼板の裏面側近傍部のルートギャップよりも大きくなったことを示す図である。(A) is a diagram showing that the root gap immediately below the test weld bead of the y-type weld crack test plate is smaller than the root gap in the vicinity of the back surface side of the steel plate, and (b) is the same test weld bead. It is a figure which shows that the root gap of the direct lower part became larger than the root gap of the back surface side vicinity part of a steel plate.

以下、本発明の実施の形態について、添付の図面を参照して具体的に説明する。図1(a)は、本発明の実施形態に係るy形溶接割れ試験板を示す平面図、図1(b)は、同じくこのy形溶接割れ試験板の試験溶接部のA−A断面を示す断面図、図1(c)は、同じくこのy形溶接割れ試験板の試験溶接部を除く部分のB−B断面を示す断面図である。図1(a)に示すように、本発明のy形溶接割れ試験板1は、鋼材からなる試験板本体2を有する。この試験板本体2は、供試鋼材として、例えば、溶接構造用鋼板SM490Aの板厚50mm、長さ150mm、幅200mmの鋼板が用いられる。そして、この試験板本体2の表面の縁部を除く領域に、試験溶接部9が形成されている。このように、この試験溶接部9は、試験板本体2の表面の縁部を除く領域に形成しているので、試験溶接に際し、試験板本体2における溶接位置の試験結果への影響による試験精度の低下を回避できる。好ましくは、試験溶接部9は、試験板本体2の中央に形成する。例えば、試験溶接部9は、試験板本体2の幅方向の一方の端部から、試験板本体2の幅方向に平行の方向60mmの位置を起点として、その位置から試験板本体2の幅方向の他方の端部に向けて、試験板2の幅方向に平行の方向80mmの位置まで直線状に延びるように形成されている。この試験板本体2の幅は200mmであるので、試験板溶接部9は、試験板本体2の幅方向の両端部から、試験板本体2の幅方向に平行の方向60mmの位置を両端部とし、試験板本体2の幅方向に平行の方向に80mmの長さを有する。   Hereinafter, embodiments of the present invention will be specifically described with reference to the accompanying drawings. Fig.1 (a) is a top view which shows the y-type weld crack test plate which concerns on embodiment of this invention, FIG.1 (b) similarly shows the AA cross section of the test weld part of this y-type weld crack test plate. Sectional drawing shown and FIG.1 (c) are sectional drawings which show the BB cross section of the part except the test welding part of this y-type weld crack test plate similarly. As shown to Fig.1 (a), the y-type weld crack test plate 1 of this invention has the test plate main body 2 which consists of steel materials. For the test plate main body 2, for example, a steel plate having a thickness of 50 mm, a length of 150 mm, and a width of 200 mm of a welded steel plate SM490A is used as a test steel material. And the test welding part 9 is formed in the area | region except the edge part of the surface of this test plate main body 2. As shown in FIG. Thus, since this test weld 9 is formed in a region excluding the edge of the surface of the test plate main body 2, the test accuracy due to the influence of the welding position on the test plate main body 2 on the test results is obtained during the test welding. Can be avoided. Preferably, the test weld 9 is formed at the center of the test plate body 2. For example, the test welded portion 9 starts from one end in the width direction of the test plate main body 2 at a position 60 mm in a direction parallel to the width direction of the test plate main body 2 and starts from that position in the width direction of the test plate main body 2. The other end of the test plate 2 is linearly extended to a position of 80 mm in a direction parallel to the width direction of the test plate 2. Since the width of the test plate body 2 is 200 mm, the test plate welded portion 9 has both end portions at positions 60 mm in the direction parallel to the width direction of the test plate body 2 from both end portions in the width direction of the test plate body 2. The test plate body 2 has a length of 80 mm in a direction parallel to the width direction.

図1(b)は、試験溶接部9が直線状に延びる方向に垂直な面における試験溶接部9の断面図である。この図1(b)に示すように、この試験溶接部9は、試験溶接部が直線状に延びる方向に垂直の幅方向断面において、その上部がV型溝6であり、その下部が平板状スリット11である。このV型溝6は、試験溶接部9の上部を構成するものであるので、試験溶接部9と同様に、V型溝6は、試験板本体2の表面の縁部を除く領域に形成されており、例えば、V型溝6は、試験板本体2の幅方向の一方の端部から、試験溶接部9の直線状に延びる方向60mmの位置を起点として、その位置から試験板本体2の幅方向の他方の端部に向けて、試験溶接部9の直線状に延びる方向80mmの位置まで直線状に延びるように形成されている。この試験板本体2の幅は200mmであるので、V型溝6は、試験板本体2の幅方向の両端部から、試験溶接部9の直線状に延びる方向60mmの位置を両端部とし、試験溶接部9の直線状に延びる方向に80mmの長さを有するものである。そして、このV型溝6は、V型溝6が直線状に延びる方向に垂直の幅方向断面が、y形溶接割れ試験対象のy形開先の開先角度に対応する角度で交差する斜面を有するV型の形状を有しており、このy形溶接割れ試験対象のy形開先の開先角度に対応する角度は、例えば、60°である。このV型溝6の一方の斜面6aと他方の斜面6bは、例えば、試験板本体2の表面に対し夫々60°の角度で傾斜している。また、このV型溝6は、例えば、試験板本体2の板厚方向に、試験板本体2の板厚50mmの1/2である25mmの深さを有し、V型溝6において、試験板本体2の表面から、試験板本体2の裏面の方向に向けて、試験板本体2の板厚方向25mmの位置が、V型溝6の底部となる。   FIG.1 (b) is sectional drawing of the test welding part 9 in a surface perpendicular | vertical to the direction where the test welding part 9 extends linearly. As shown in FIG. 1 (b), the test weld 9 has a V-shaped groove 6 at the upper part and a flat plate at the lower part in the cross section in the width direction perpendicular to the direction in which the test weld extends linearly. It is a slit 11. Since the V-shaped groove 6 constitutes the upper part of the test welded portion 9, the V-shaped groove 6 is formed in a region excluding the edge of the surface of the test plate main body 2, similarly to the test welded portion 9. For example, the V-shaped groove 6 starts from a position 60 mm in the direction extending linearly of the test weld 9 from one end in the width direction of the test plate main body 2, and starts from the position of the test plate main body 2. It is formed so as to extend linearly to the position of 80 mm in the direction of linear extension of the test weld 9 toward the other end in the width direction. Since the width of the test plate body 2 is 200 mm, the V-shaped groove 6 has both ends at 60 mm in the direction extending linearly from the both ends of the test plate body 2 in the width direction. The welded portion 9 has a length of 80 mm in the direction extending in a straight line. The V-shaped groove 6 is a slope in which the cross section in the width direction perpendicular to the direction in which the V-shaped groove 6 extends linearly intersects at an angle corresponding to the groove angle of the y-shaped groove of the y-shaped weld crack test object. The angle corresponding to the groove angle of the y-shaped groove of the y-type weld crack test object is, for example, 60 °. One inclined surface 6a and the other inclined surface 6b of the V-shaped groove 6 are inclined at an angle of 60 ° with respect to the surface of the test plate body 2, for example. The V-shaped groove 6 has, for example, a depth of 25 mm which is 1/2 of the thickness of the test plate body 2 in the thickness direction of the test plate body 2. The position of the test plate main body 2 in the plate thickness direction 25 mm from the surface of the plate main body 2 toward the back surface of the test plate main body 2 becomes the bottom of the V-shaped groove 6.

そして、試験溶接部9の下部を構成する平板状スリット11は、V型溝6の底部の全域から試験板本体2の裏面まで延びて試験板本体2の裏面に開口している。このように、平板状スリット11は、V型溝6の底部の全域から試験板本体2の裏面まで延びているので、V型溝6と同様に、平板状スリット11は、例えば、V型溝6が直線状に延びる方向に80mmの長さを有する。そして、この平板状スリット11は、例えば、試験板本体2の裏面から、試験板本体2の表面の方向に向けて、試験板本体2の板厚方向25mmの位置まで形成されている。また、平板状スリット11の一方の面11aは、例えば、試験板本体2の裏面に対し60°の角度で傾斜しており、この平板状スリット11の一方の面11aは、V型溝6の一方の斜面6aと同一面で傾斜している。そして、この平板状スリット11の一方の面11aと他方の面11bとが対向する2面の間隔は、y形溶接割れ試験対象のy形開先のルートギャップに対応するものであり、この平板状スリット11の一方の面11aと他方の面11bとが対向する2面の間隔は、例えば、1.0乃至2.0mmである。   And the flat slit 11 which comprises the lower part of the test welding part 9 is extended from the whole region of the bottom part of the V-shaped groove | channel 6 to the back surface of the test plate main body 2, and is opened in the back surface of the test plate main body 2. FIG. Thus, since the flat slit 11 extends from the entire bottom of the V-shaped groove 6 to the back surface of the test plate main body 2, the flat slit 11 is, for example, a V-shaped groove. 6 has a length of 80 mm in a direction extending linearly. And this flat slit 11 is formed from the back surface of the test plate main body 2 to the position of 25 mm in the plate | board thickness direction of the test plate main body 2 toward the surface direction of the test plate main body 2, for example. Further, one surface 11 a of the flat slit 11 is inclined, for example, at an angle of 60 ° with respect to the back surface of the test plate main body 2, and the one surface 11 a of the flat slit 11 is the V-shaped groove 6. It is inclined on the same plane as one of the slopes 6a. And the space | interval of two surfaces where the one surface 11a of this flat slit 11 and the other surface 11b oppose respond | corresponds to the root gap of the y-shaped groove of a y-type weld crack test object, The distance between the two surfaces where the one surface 11a and the other surface 11b of the slit 11 face each other is, for example, 1.0 to 2.0 mm.

図1(c)は、試験溶接部9が直線状に延びる方向に垂直な面における試験溶接部9が形成されていない試験板本体2の断面図である。この図1(c)に示すように、試験板本体2の試験溶接部9が形成されていない部分は、拘束溶接を行っていない。   FIG.1 (c) is sectional drawing of the test plate main body 2 in which the test weld part 9 in the surface perpendicular | vertical to the direction where the test weld part 9 extends linearly is not formed. As shown in FIG. 1C, the portion of the test plate body 2 where the test weld 9 is not formed is not subjected to restraint welding.

拘束溶接を行うと、その溶接施工条件のバラつきに起因して、y形溶接割れ試験板1の試験溶接部9のルートギャップが変動する。このy形溶接割れ試験板1の試験溶接部9のルートギャップを精度よく形成すると共に、y形溶接割れ試験板1の製造工数を減少させるため、鋭意検討すると共に試作を重ねた結果、1個の試験板本体2にギャップ精度が良い開先を有すると共に、従来技術に対し製造工数を著しく減少させることができる一体型y形溶接割れ試験板を製造する手法を見出した。   When restraint welding is performed, the root gap of the test weld 9 of the y-type weld crack test plate 1 varies due to variations in welding conditions. As a result of diligent investigation and trial production in order to accurately form the root gap of the test weld 9 of the y-type weld crack test plate 1 and reduce the number of manufacturing steps of the y-type weld crack test plate 1, one piece The present inventors have found a method for manufacturing an integrated y-type weld crack test plate that has a groove with good gap accuracy in the test plate body 2 and can significantly reduce the number of manufacturing steps compared to the prior art.

本発明のy形溶接割れ試験板1は、従来のように、スペーサによりルートギャップを規定した状態で、拘束溶接により2枚の鋼板を組み付けるのではなく、1枚の鋼板に対し、機械加工又は放電加工等によりV型溝6及び平板状スリット11を形成し、この平板状スリット11によりルートギャップを規定するので、y形溶接割れ試験板1の試験溶接部のルートギャップを精度よく形成し、y形溶接割れ試験の精度を高めることができる。   The y-type weld crack test plate 1 according to the present invention is not subjected to two or more steel plates assembled by restraint welding in a state in which a root gap is defined by a spacer as in the prior art. The V-shaped groove 6 and the flat slit 11 are formed by electric discharge machining or the like, and the root gap is defined by the flat slit 11, so that the root gap of the test welded portion of the y-shaped weld crack test plate 1 is accurately formed. The accuracy of the y-type weld crack test can be increased.

次に、本発明のy形溶接割れ試験板1の製造方法を示す。図2(a)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板に直線状の孔を形成することを示す図、図2(b)は、同じくこの鋼板のA−A断面を示す断面図であり、図3(a)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板に平板状の孔を形成することを示す図、図3(b)は、同じくこの鋼板のA−A断面を示す断面図であり、図4(a)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板にV型溝を形成することを示す図、図4(b)は、同じくこの鋼板のA−A断面を示す断面図、図4(c)は、同じくこの鋼板のB−B断面を示す断面図であり、図5(a)は、本発明の実施形態に係るy形溶接割れ試験板において、V型溝を形成する際に生じるバリを示す図、図5(b)は、同じくこのV型溝を形成する際に生じるバリを示し、鋼板のA−A断面を示す断面図、図5(c)は、本発明の実施形態に係るy形溶接割れ試験板において、鋼板のB−B断面を示す断面図であり、図6(a),(b)は、本発明の実施形態に係るy形溶接割れ試験板において、バリを刃物により除去することを示す断面図である。   Next, the manufacturing method of the y-type weld crack test plate 1 of the present invention will be shown. FIG. 2 (a) is a diagram showing that a straight hole is formed in a steel plate in a y-type weld crack test plate according to an embodiment of the present invention, and FIG. 2 (b) is AA of this steel plate. FIG. 3A is a cross-sectional view showing a cross section, and FIG. 3A is a diagram showing that a plate-shaped hole is formed in a steel plate in a y-type weld crack test plate according to an embodiment of the present invention, and FIG. FIG. 4A is a cross-sectional view showing the AA cross section of the steel plate, and FIG. 4A is a view showing forming a V-shaped groove in the steel plate in the y-type weld crack test plate according to the embodiment of the present invention. 4 (b) is a cross-sectional view showing the AA cross section of the steel plate, FIG. 4 (c) is a cross-sectional view showing the BB cross section of the steel plate, and FIG. FIG. 5B is a view showing burrs generated when forming a V-shaped groove in the y-type weld crack test plate according to the embodiment of the present invention. FIG. 5C is a cross-sectional view showing the A-A cross section of the steel sheet, and FIG. 5C is a cross-sectional view of the y-type weld crack test plate according to the embodiment of the present invention. FIGS. 6A and 6B are cross-sectional views showing that burrs are removed with a blade in the y-type weld crack test plate according to the embodiment of the present invention.

先ず、図2(a),(b)に示すように、例えば、細径ドリル加工又はワイヤ放電加工によって、溶接構造用鋼板SM490Aの板厚50mm、長さ150mm、幅200mmの鋼板である試験板本体2の表面に平行の第1方向10に垂直な面内で、試験板本体2の表面に垂直の方向に対し傾斜するように、試験板本体2の表面から裏面に貫通する直線状の孔3を形成する(第1工程)。この直線状の孔3は、例えば、φ1.0乃至2.0mmの径を有し、試験板本体2の幅方向の一方の端部から、第1方向10に平行の方向60mmの位置に、試験板本体2の表面に垂直の方向に対し30°の傾斜角度、即ち、試験板本体2の表面に対し60°の傾斜角度を有する。   First, as shown in FIGS. 2 (a) and 2 (b), for example, a test plate which is a steel plate SM490A having a thickness of 50 mm, a length of 150 mm and a width of 200 mm, by a small diameter drilling or wire electric discharge machining. A straight hole penetrating from the front surface of the test plate body 2 to the back surface so as to be inclined with respect to the direction perpendicular to the surface of the test plate body 2 in a plane perpendicular to the first direction 10 parallel to the surface of the main body 2. 3 is formed (first step). The linear hole 3 has, for example, a diameter of φ1.0 to 2.0 mm, and from one end in the width direction of the test plate body 2 to a position 60 mm in a direction parallel to the first direction 10. It has an inclination angle of 30 ° with respect to the direction perpendicular to the surface of the test plate main body 2, that is, an inclination angle of 60 ° with respect to the surface of the test plate main body 2.

次に、図3(a),(b)に示すように、例えば、ワイヤ放電加工によって、試験板本体2の表面の縁部を除く領域において、直線状の孔3から、第1方向10に延びるように、平板状の孔4を形成する(第2工程)。この平板状の孔4は、試験板本体2の幅方向の一方の端部から、第1方向10に平行の方向60mmの位置にある直線状の孔3を起点として、第1方向10に平行の方向80mmの位置まで加工し、その位置から折り返し、再び直線状の孔3に戻るまで加工する。これにより、平板状の孔4は、例えば、第1方向10の長さが80mm、その第1方向に垂直の幅が、直線状の孔3の径である1.0乃至2.0mmとなり、また直線状の孔3と同様に、試験板本体2の表面に対し60°の傾斜角度を有する。   Next, as shown in FIGS. 3A and 3B, in the region excluding the edge of the surface of the test plate body 2, for example, by wire electric discharge machining, from the linear hole 3 in the first direction 10. A flat hole 4 is formed so as to extend (second step). The flat hole 4 is parallel to the first direction 10 starting from the straight hole 3 at a position 60 mm parallel to the first direction 10 from one end in the width direction of the test plate body 2. Is processed until it returns to the linear hole 3 again. Thereby, the flat hole 4 has, for example, a length of 80 mm in the first direction 10 and a width perpendicular to the first direction of 1.0 to 2.0 mm which is the diameter of the linear hole 3. Similarly to the straight hole 3, it has an inclination angle of 60 ° with respect to the surface of the test plate main body 2.

そして、図4(a),(b),(c)に示すように、例えば、フライス盤5等を用いて、平板状の孔4の上部において、この上部の一方の斜面に対し、y形溶接割れ試験対象のy形開先の開先角度に対応する角度で交差する他方の斜面を形成して、V型溝6を形成する(第3工程)。このV型溝6は、例えば、平板状の孔4において、試験板本体2の表面から、試験板本体2の裏面に向けて、試験板本体2の板厚方向25mmまで形成し、この場合、V型溝6の深さは、25mmとなる。フライス盤5は、第1方向10に垂直で且つ試験板本体2表面に垂直の方向から30°傾けた状態で、平板状の孔4における試験板本体2の表面から試験板本体2の表面に垂直の方向25mmの距離の部分にフライス盤5の先端を向けて、試験板本体2の表面から試験板本体2の切削を開始する。その際、フライス盤5は、平板状の孔4における試験板本体2の幅方向の一方の端部である直線状の孔3の位置、即ち試験板本体2の幅方向の一方の端部から第1方向10に平行の方向60mmの位置から、切削する。そして、フライス盤5の先端が、平板状の孔4において、試験板本体2の表面から試験板本体2の板厚方向25mmの距離の部分に到達した後、フライス盤5を第1方向10に平行の方向に、試験板本体2の幅方向の一方の端部から60mmの位置を起点として140mmの位置まで移動しつつ、試験板本体2を切削する。これにより、V型溝6は、第1方向10の長さが80mmとなり、平板状の孔4における試験板本体2の表面から試験板本体2の板厚方向25mmの距離までの部分を一方の斜面とし、一方の斜面と他方の斜面とがなす角度は、例えば、60°であり、この角度は、y形溶接割れ試験対象のy形開先の開先角度に対応する。また、平板状の孔4における試験板本体2の表面から試験板本体2の板厚方向25mmの距離の部分を底部とするものとなる(図5(c))。また、平板状の孔4の下部、例えば、試験板本体2の裏面から試験板本体2の板厚方向25mmの距離までの部分であるスリット13は、y形溶接割れ試験のy形開先の開先のルートギャップに対応する間隔を有しており、この間隔は、平板状の孔4の第1方向10に垂直の幅と同じであり、例えば、1.0乃至2.0mmである。   Then, as shown in FIGS. 4A, 4B, and 4C, for example, using a milling machine 5 or the like, y-type welding is performed on one inclined surface of the upper portion of the flat plate-like hole 4. The other inclined surface that intersects at an angle corresponding to the groove angle of the y-shaped groove to be cracked is formed to form the V-shaped groove 6 (third step). The V-shaped groove 6 is formed, for example, in the flat hole 4 from the surface of the test plate main body 2 to the back surface of the test plate main body 2 up to 25 mm in the plate thickness direction of the test plate main body 2. The depth of the V-shaped groove 6 is 25 mm. The milling machine 5 is perpendicular to the surface of the test plate main body 2 from the surface of the test plate main body 2 in the flat hole 4 in a state of being inclined by 30 ° from the direction perpendicular to the first direction 10 and perpendicular to the surface of the test plate main body 2. The tip of the milling machine 5 is directed to a portion having a distance of 25 mm in this direction, and cutting of the test plate body 2 is started from the surface of the test plate body 2. At that time, the milling machine 5 is moved from the position of the straight hole 3 which is one end in the width direction of the test plate body 2 in the flat hole 4, that is, from one end in the width direction of the test plate body 2. Cutting is performed from a position 60 mm in a direction parallel to one direction 10. And after the front-end | tip of the milling machine 5 reaches | attains the part of the plate | board thickness direction 25mm of the test plate main body 2 from the surface of the test plate main body 2 in the flat hole 4, the milling machine 5 is parallel to the 1st direction 10. The test plate main body 2 is cut while moving from one end of the test plate main body 2 in the width direction to a position of 140 mm starting from the position of 60 mm in the direction. As a result, the length of the V-shaped groove 6 in the first direction 10 is 80 mm, and the portion of the flat hole 4 from the surface of the test plate main body 2 to the distance of 25 mm in the plate thickness direction of the test plate main body 2 is one side. The angle formed by the one inclined surface and the other inclined surface is, for example, 60 °, and this angle corresponds to the groove angle of the y-shaped groove of the y-type weld crack test target. Moreover, the part of the distance of 25 mm in the plate | board thickness direction of the test plate main body 2 from the surface of the test plate main body 2 in the flat hole 4 shall be a bottom part (FIG.5 (c)). Moreover, the slit 13 which is a part from the lower part of the flat hole 4, for example, the distance of the plate | board thickness direction 25mm of the test plate main body 2 from the back surface of the test plate main body 2, is a y-shaped groove of a y-type weld crack test. There is an interval corresponding to the root gap of the groove, and this interval is the same as the width perpendicular to the first direction 10 of the flat hole 4, and is, for example, 1.0 to 2.0 mm.

V型溝6を形成する際、フライス盤5等の切削刃物の形状により、図5(a),(b)に示すように、V型溝6の第1方向10の両端部の底部にバリ7が生じる。このバリ7を、図6(a),(b)に示すように、専用の刃物8又は通常の刃物を用いて、自動又は手動により成形加工して除去する(第4工程)。   When forming the V-shaped groove 6, depending on the shape of the cutting tool such as the milling machine 5, as shown in FIGS. 5A and 5B, burrs 7 are formed at the bottom of both ends in the first direction 10 of the V-shaped groove 6. Occurs. As shown in FIGS. 6 (a) and 6 (b), the burr 7 is removed by molding automatically or manually using a dedicated blade 8 or a normal blade (fourth step).

以上のように、4回の工程により、図1(a)に示す一体型y形溶接割れ試験板1を製造する。この一体型y形溶接割れ試験板1の試験溶接部9は、図1(a)のA−A断面図である図1(b)に示すように、その断面がy形になる。また、試験溶接部を除く部分は、図1(a)のB−B断面図である図1(c)に示すように、従来の試験板のような拘束溶接は行われていない。このように、本発明のy形溶接割れ試験板1の製造方法は、2枚の鋼板の端部を機械加工した後、その2枚の鋼板を突き合わせて拘束溶接を行う従来技術が、前述の如く、7回の工程を要するのに対して、1枚の鋼板から、機械加工又は放電加工等により、直線状の孔3及び平板状の孔4とV型溝6の斜面加工を行うだけで、製造できるので、従来技術の7回の工程に対し4回の工程となり、製造工数を著しく減少させることができる。   As described above, the integrated y-type weld crack test plate 1 shown in FIG. 1A is manufactured by four steps. As shown in FIG. 1B, which is a cross-sectional view taken along the line AA in FIG. 1A, the test welded portion 9 of the integrated y-type weld crack test plate 1 has a y-shaped cross section. Further, as shown in FIG. 1C, which is a BB cross-sectional view of FIG. 1A, the parts other than the test welded portion are not subjected to restraint welding as in the conventional test plate. As described above, the manufacturing method of the y-type weld crack test plate 1 according to the present invention is based on the above-described conventional technique in which the end portions of two steel plates are machined and then the two steel plates are brought into contact with each other to perform restraint welding. As described above, while seven steps are required, only the slope processing of the straight hole 3 and the flat hole 4 and the V-shaped groove 6 is performed from one steel plate by machining or electric discharge machining. Therefore, the number of manufacturing steps can be significantly reduced because the number of manufacturing steps is four compared to the seven steps of the prior art.

本発明のy形溶接割れ試験板1の試験溶接部9のルートギャップの精度を評価するため、本発明の試験板1及び図15に示した従来の試験板111を用いたy形溶接割れ試験を行った後のルートギャップを評価した。図7(a)は、本発明の実施形態に係るy形溶接割れ試験板に試験溶接を行った状態を示す平面図、図7(b)は、同じくこのy形溶接割れ試験板のA−A断面を示す断面図であり、図8(a)は、従来のy形溶接割れ試験板に試験溶接を行った状態を示す平面図、図8(b)は、同じくこのy形溶接割れ試験板のA−A断面を示す断面図であり、図9は、y形溶接割れ試験板の試験溶接部のルートギャップである試験溶接ビード直下部GU及び鋼板の裏面側近傍部GLを示す図である。本発明の試験板1に試験溶接を行った状態を図7(a)に示す。この図7(a)に示すように、試験溶接部9を溶接方向に5分割し、溶接端部から夫々試験片1、試験片2、試験片3、試験片4、試験片5とする。図7(b)は、試験片5におけるA−A断面図である。また、図15に示した従来の試験板111に試験溶接を行った状態を図8(a)に示す。この図8(a)に示すように、試験溶接部を溶接方向に5分割し、溶接端部から夫々試験片1、試験片2、試験片3、試験片4、試験片5とする。図8(b)は、試験片5におけるA−A断面図である。   In order to evaluate the accuracy of the root gap of the test weld 9 of the y-type weld crack test plate 1 of the present invention, the y-type weld crack test using the test plate 1 of the present invention and the conventional test plate 111 shown in FIG. The root gap after the evaluation was evaluated. Fig.7 (a) is a top view which shows the state which test-welded to the y-type weld crack test board which concerns on embodiment of this invention, FIG.7 (b) is A- of this y-type weld crack test board similarly. It is sectional drawing which shows A cross section, Fig.8 (a) is a top view which shows the state which test-welded to the conventional y-type weld crack test plate, FIG.8 (b) is also this y-type weld crack test. FIG. 9 is a cross-sectional view showing an AA cross section of a plate, and FIG. 9 is a view showing a test weld bead direct lower portion GU that is a root gap of a test weld portion of a y-type weld crack test plate and a rear surface side vicinity portion GL of the steel plate. is there. FIG. 7A shows a state in which test welding is performed on the test plate 1 of the present invention. As shown in FIG. 7A, the test weld 9 is divided into five in the welding direction, and the test piece 1, test piece 2, test piece 3, test piece 4, and test piece 5 are formed from the weld end, respectively. FIG. 7B is a cross-sectional view taken along the line AA in the test piece 5. FIG. 8A shows a state in which test welding is performed on the conventional test plate 111 shown in FIG. As shown in FIG. 8 (a), the test weld is divided into five in the welding direction, and the test piece 1, test piece 2, test piece 3, test piece 4, and test piece 5 are formed from the weld end, respectively. FIG. 8B is an AA cross-sectional view of the test piece 5.

本発明の試験板1を用いたy形溶接割れ試験を行った後の溶接中央部の断面マクロ試験片(図7の試験片3)と、図15に示した従来の試験板111を用いたy形溶接割れ試験を行った後の断面マクロ試験片(図8の試験片3)について、図9に示すように、試験溶接ビード12直下部GU及び鋼板の裏面側近傍部GLの2カ所のルートギャップを計測した。このとき、断面マクロ試験片のルートギャップは、デジタル実体投影機を用いて計測した。また、y形溶接割れ試験板作製時の目標ギャップは、試験No.1は、本発明の試験板1及び従来の試験板111共に1.2mmとし、試験No.2は、本発明の試験板1及び従来の試験板111共に1.4mmとした。そして、表1のように、試験No.1において、本発明の試験板1及び従来の試験板111を各4個、試験No.2において、本発明の試験板1及び従来の試験板111を各4個、夫々GU及びGLを測定し、GUとGLとの差の絶対値を求めた。このように、本実施例は、GU及びGLを測定して、それらが目標ギャップに対し、どの程度バラついているかを評価し、またGUとGLとの差異を求めて、GUとGLがどの程度バラついているかを評価し、これらを本発明の試験板1と従来の試験板111とで比較し、本発明のy形溶接割れ試験板1の試験溶接部9のルートギャップの精度を評価した。   The cross-sectional macro test piece (test piece 3 in FIG. 7) at the center of the weld after performing the y-type weld cracking test using the test plate 1 of the present invention, and the conventional test plate 111 shown in FIG. As shown in FIG. 9, the cross-sectional macro test piece (test piece 3 in FIG. 8) after the y-type weld cracking test was performed, as shown in FIG. The root gap was measured. At this time, the root gap of the cross-sectional macro test piece was measured using a digital stereo projector. In addition, the target gap at the time of preparing the y-type weld crack test plate is the test number. No. 1 is 1.2 mm for both the test plate 1 of the present invention and the conventional test plate 111. 2 was 1.4 mm for both the test plate 1 of the present invention and the conventional test plate 111. And as shown in Table 1, the test No. 1, each of four test plates 1 of the present invention and four conventional test plates 111, test No. 1. 2, GU and GL were measured for four test plates 1 of the present invention and four conventional test plates 111, respectively, and the absolute value of the difference between GU and GL was determined. As described above, the present embodiment measures GU and GL, evaluates how much they vary with respect to the target gap, obtains the difference between GU and GL, and determines how much GU and GL are. Evaluation was made on whether or not they were different, and these were compared between the test plate 1 of the present invention and the conventional test plate 111 to evaluate the accuracy of the route gap of the test weld 9 of the y-type weld crack test plate 1 of the present invention.

図10は、本発明の実施例の評価結果を示すグラフ図である。表1及び図10に、試験No.1及び試験No.2のルートギャップ計測結果を示す。   FIG. 10 is a graph showing the evaluation results of the example of the present invention. Table 1 and FIG. 1 and test no. 2 shows a route gap measurement result.

Figure 2014014849
Figure 2014014849

試験No.1の場合、従来法による試験板111のルートギャップのうち、試験ビード直下部GUが、試験板No.1:1.02mm,試験板No.2:0.98mm,試験板No.3:1.05mm,試験板No.4:1.12mmであり、これらは、目標ギャップである1.2mmより0.08mm以上狭くなっている。そして、試験No.1の場合、従来法による試験板111のルートギャップの試験ビード直下部GUと鋼板の裏面側近傍部GLとの差異が、試験板No.1:0.16mm,試験板No.2:0.18mm,試験板No.3:0.17mm,試験板No.4:0.16mmであり、GUとGLとの差異が0.16mm以上バラついている。   Test No. 1, of the root gap of the test plate 111 according to the conventional method, the GU just below the test bead is the test plate No. 1. 1: 1.02 mm, test plate No. 2: 0.98 mm, test plate No. 3: 1.05 mm, test plate No. 4: 1.12 mm, which are 0.08 mm or more narrower than the target gap of 1.2 mm. And test no. In the case of No. 1, the difference between the GU just below the test bead GU of the route gap of the test plate 111 by the conventional method and the back surface side vicinity GL of the steel plate is the test plate No. 1. 1: 0.16 mm, test plate No. 2: 0.18 mm, test plate No. 3: 0.17 mm, test plate No. 4: 0.16 mm, and the difference between GU and GL varies by 0.16 mm or more.

これに対し、試験No.1の場合、本発明による試験板1のルートギャップのうち、試験ビード直下部GUが、試験板No.1:1.21mm,試験板No.2:1.20mm,試験板No.3:1.22mm,試験板No.4:1.20mmであり、これらは、目標ギャップである1.2mmに対し、+0.02mm以下の範囲に抑えられており、試験板ごとのバラつきはほとんどみられず、また前述した従来法による試験板のGUよりも目標ギャップに近い。そして、試験No.1の場合、本発明による試験板1のルートギャップの試験ビード直下部GUと鋼板の裏面側近傍部GLとの差異が、試験板No.1:0.01mm,試験板No.2:0mm,試験板No.3:0.01mm,試験板No.4:0.02mmであり、GUとGLとの差異が0.02mm以下に抑えられており、GUとGLとのバラつきはほとんどみられず、また前述した従来法による試験板のGUとGLとの差異よりも小さい。   In contrast, test no. 1, of the route gap of the test plate 1 according to the present invention, the GU just below the test bead is the test plate No. 1. 1: 1.21 mm, test plate no. 2: 1.20 mm, test plate No. 3: 1.22 mm, test plate No. 4: 1.20 mm, which is limited to a range of +0.02 mm or less with respect to the target gap of 1.2 mm, and there is almost no variation for each test plate, and according to the conventional method described above. It is closer to the target gap than the GU of the test plate. And test no. In the case of No. 1, the difference between the GU just below the test bead GU of the root gap of the test plate 1 according to the present invention and the back surface side vicinity GL of the steel plate is the test plate No. 1: 0.01 mm, test plate no. 2: 0 mm, test plate No. 3: 0.01 mm, test plate No. 4: 0.02 mm, the difference between GU and GL is suppressed to 0.02 mm or less, and there is almost no variation between GU and GL, and GU and GL of the test plate according to the conventional method described above Less than the difference.

次に、試験No.2の場合、従来法による試験板111のルートギャップのうち、試験ビード直下部GUが、試験板No.1:1.32mm,試験板No.2:1.36mm,試験板No.3:1.43mm,試験板No.4:1.45mmであり、これらは、目標ギャップである1.4mmに対し、最大値が1.45mmと+0.05mm、最小値が1.32mmと−0.08mmバラついている。また、試験No.2の場合、従来法による試験板111のルートギャップのうち、鋼板の裏面側近傍部GLが、試験板No.1:1.18mm,試験板No.2:1.21mm,試験板No.3:1.28mm,試験板No.4:1.24mmであり、これらは、目標ギャップである1.4mmより0.12mm以上狭くなっている。そして、試験No.2の場合、従来法による試験板111のルートギャップの試験ビード直下部GUと鋼板の裏面側近傍部GLとの差異が、試験板No.1:0.14mm,試験板No.2:0.15mm,試験板No.3:0.15mm,試験板No.4:0.21mmであり、GUとGLとの差異が0.14mm以上バラついている。   Next, test no. 2, of the root gap of the test plate 111 according to the conventional method, the GU just below the test bead is the test plate No. 1: 1.32 mm, test plate no. 2: 1.36 mm, test plate No. 3: 1.43 mm, test plate No. 4: 1.45 mm, and the maximum value is 1.45 mm and +0.05 mm, and the minimum value is 1.32 mm and −0.08 mm with respect to the target gap of 1.4 mm. In addition, Test No. 2, among the root gaps of the test plate 111 according to the conventional method, the back surface side vicinity portion GL of the steel plate is the test plate No. 1: 1.18 mm, test plate no. 2: 1.21 mm, test plate No. 3: 1.28 mm, test plate no. 4: 1.24 mm, which are 0.12 mm or more narrower than the target gap of 1.4 mm. And test no. In the case of No. 2, the difference between the GU just below the test bead GU of the root gap of the test plate 111 by the conventional method and the back surface side vicinity GL of the steel plate is the test plate No. 2. 1: 0.14 mm, test plate No. 2: 0.15 mm, test plate No. 3: 0.15 mm, test plate No. 4: 0.21 mm, and the difference between GU and GL varies by 0.14 mm or more.

これに対し、試験No.2の場合、本発明による試験板1のルートギャップのうち、試験ビード直下部GUが、試験板No.1:1.41mm,試験板No.2:1.40mm,試験板No.3:1.43mm,試験板No.4:1.41mmであり、これらは、目標ギャップである1.4mmに対し、+0.03mm以下の範囲に抑えられており、試験板ごとのバラつきはほとんどみられず、また前述した従来法による試験板のGUよりも目標ギャップに近い。また、試験No.2の場合、本発明による試験板1のルートギャップのうち、鋼板の裏面側近傍部GLが、試験板No.1:1.40mm,試験板No.2:1.42mm,試験板No.3:1.42mm,試験板No.4:1.42mmであり、これらは、目標ギャップである1.4mmに対し、+0.02mm以下の範囲に抑えられており、試験板ごとのバラつきはほとんどみられず、また前述した従来法による試験板のGLよりも目標ギャップに近い。そして、試験No.2の場合、本発明による試験板1のルートギャップの試験ビード直下部GUと鋼板の裏面側近傍部GLとの差異が、試験板No.1:0.01mm,試験板No.2:0.02mm,試験板No.3:0.01mm,試験板No.4:0.01mmであり、GUとGLとの差異が0.02mm以下に抑えられており、GUとGLとのバラつきはほとんどみられず、また前述した従来法による試験板のGUとGLとの差異よりも小さい。   In contrast, test no. 2, of the root gap of the test plate 1 according to the present invention, the GU just below the test bead is the test plate No. 1: 1.41 mm, test plate No. 2: 1.40 mm, test plate No. 3: 1.43 mm, test plate No. 4: 1.41 mm, which is suppressed to a range of +0.03 mm or less with respect to the target gap of 1.4 mm, and there is almost no variation for each test plate, and according to the conventional method described above. It is closer to the target gap than the GU of the test plate. In addition, Test No. 2, among the root gaps of the test plate 1 according to the present invention, the rear surface side vicinity GL of the steel plate has the test plate No. 1: 1.40 mm, test plate no. 2: 1.42 mm, test plate No. 3: 1.42 mm, test plate No. 4: 1.42 mm, which is limited to a range of +0.02 mm or less with respect to the target gap of 1.4 mm, and there is almost no variation for each test plate, and according to the conventional method described above. It is closer to the target gap than the GL of the test plate. And test no. In the case of No. 2, the difference between the GU directly below the test bead GU of the root gap of the test plate 1 according to the present invention and the back surface side vicinity GL of the steel plate is the test plate no. 1: 0.01 mm, test plate no. 2: 0.02 mm, test plate No. 3: 0.01 mm, test plate No. 4: 0.01 mm, the difference between GU and GL is suppressed to 0.02 mm or less, and there is almost no variation between GU and GL, and GU and GL of the test plate according to the conventional method described above Less than the difference.

このように、本発明のy形溶接割れ試験板1の試験溶接部9のルートギャップは、目標ギャップが1.2mm、1.4mmの双方において、試験ビード直下部GU及び鋼板の裏面側近傍部GLが、目標ギャップに対しバラつきがほとんどみられず、またGUとGLとの差異がほとんどない。本発明によって、y形溶接割れ試験板1における試験溶接部9のギャップ精度を極めて高くすることができるので、y形溶接割れ試験の精度を高めることができる。また、本発明によるy形溶接割れ試験板1は、拘束溶接を行っていないので、製造工数を大幅に減少させることができる。   As described above, the root gap of the test welded portion 9 of the y-type weld crack test plate 1 of the present invention is the portion immediately below the test bead GU and the vicinity of the back side of the steel plate when the target gap is 1.2 mm and 1.4 mm. GL shows little variation with respect to the target gap, and there is almost no difference between GU and GL. According to the present invention, the gap accuracy of the test weld 9 in the y-type weld crack test plate 1 can be made extremely high, so that the accuracy of the y-type weld crack test can be increased. Moreover, since the y-type weld crack test plate 1 according to the present invention is not subjected to restraint welding, the number of manufacturing steps can be greatly reduced.

1:y形溶接割れ試験板、2:試験板本体、3:直線状の孔、4:平板状の孔、5:フライス盤、6:V型溝、6a:斜面、6b:斜面、7:バリ、8:刃物、9:試験溶接部、10:第1方向、11:平板状スリット、11a:斜面、11b:斜面、12:試験溶接ビード、13:スリット、101:y形溶接割れ試験板、102:鋼板、103:鋼板、104:試験溶接部、105:拘束溶接部、106:スペーサ、107:銅当金、110:ルートギャップ、111:y形溶接割れ試験板、112:鋼板、113:鋼板、114:凹部、121:試験溶接ビード直下部のルートギャップ、122:鋼板の裏面側近傍部のルートギャップ 1: y-type weld crack test plate, 2: test plate body, 3: straight hole, 4: flat hole, 5: milling machine, 6: V-shaped groove, 6a: slope, 6b: slope, 7: burr 8: Blade, 9: Test weld, 10: First direction, 11: Flat slit, 11a: Slope, 11b: Slope, 12: Test weld bead, 13: Slit, 101: Y-type weld crack test plate, 102: Steel plate, 103: Steel plate, 104: Test weld, 105: Restraint weld, 106: Spacer, 107: Copper alloy, 110: Root gap, 111: Y-shaped weld crack test plate, 112: Steel plate, 113: Steel plate, 114: recess, 121: root gap immediately below the test weld bead, 122: root gap in the vicinity of the back side of the steel plate

Claims (3)

鋼材からなる試験板本体と、
前記本体の表面の縁部を除く領域に、直線状に延びるように形成され、前記直線状に延びる方向に垂直の幅方向断面が試験対象のy形開先の開先角度に対応する角度で交差する斜面を有するV型形状であるV型溝と、
前記V型溝の底部の全域から前記本体の裏面まで延びて前記本体の裏面に開口すると共に、その一方の面が前記V型溝の一方の斜面と同一面で傾斜し、対向する2面の間隔が試験対象のy形開先のルートギャップに対応する平板状スリットと、
を有することを特徴とするy形溶接割れ試験板。
A test plate body made of steel,
The cross section in the width direction perpendicular to the linearly extending direction is an angle corresponding to the groove angle of the y-shaped groove to be tested, formed in a region excluding the edge of the surface of the main body so as to extend linearly. A V-shaped groove that is V-shaped with intersecting slopes;
The V-shaped groove extends from the entire bottom of the V-shaped groove to the back surface of the main body and opens on the back surface of the main body. One surface of the V-shaped groove is inclined in the same plane as the one inclined surface of the V-shaped groove, A flat slit corresponding to the root gap of the y-shaped groove to be tested;
A y-type weld crack test plate characterized by comprising:
鋼材からなる試験板本体の表面に平行の第1方向に垂直な面内で、前記本体の表面に垂直の方向に傾斜するように、前記本体の表面から裏面に貫通する直線状の孔を形成する工程と、
前記本体の表面の縁部を除く領域において、前記直線状の孔から、前記第1方向に延びるように、平板状の孔を形成する工程と、
前記平板状の孔の上部において、この上部の一方の斜面に対し、試験対象のy形開先の開先角度に対応する角度で交差する他方の斜面を形成して、V型溝を形成する工程と、
前記V型溝を形成する際に生じるバリを除去する工程と、
を有し、
前記平板状の孔の下部が試験対象のy形開先のルートギャップに対応する間隔を有するスリットを構成することを特徴とするy形溶接割れ試験板の製造方法。
A straight hole penetrating from the surface of the main body to the back surface is formed so as to incline in a direction perpendicular to the surface of the main body in a plane perpendicular to the first direction parallel to the surface of the test plate main body made of steel. And a process of
Forming a flat hole so as to extend from the straight hole in the first direction in a region excluding the edge of the surface of the main body;
In the upper part of the flat hole, a V-shaped groove is formed by forming the other inclined surface that intersects one inclined surface of the upper part at an angle corresponding to the groove angle of the y-shaped groove to be tested. Process,
Removing burrs generated when forming the V-shaped groove;
Have
A method for producing a y-type weld crack test plate, wherein a lower part of the flat plate-like hole constitutes a slit having an interval corresponding to a root gap of a y-type groove to be tested.
前記直線状の孔、前記平板状の孔及び前記V型溝を、ワイヤ放電加工又は機械加工によって形成することを特徴とする請求項2に記載のy形溶接割れ試験板の製造方法。 3. The method of manufacturing a y-type weld crack test plate according to claim 2, wherein the straight hole, the flat hole, and the V-shaped groove are formed by wire electric discharge machining or machining.
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CN113155961A (en) * 2021-03-18 2021-07-23 东南大学 Combined type crack-containing road model for Rayleigh wave detection

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CN104625456A (en) * 2015-01-09 2015-05-20 江苏省沙钢钢铁研究院有限公司 Limited welding seam manufacturing method for oblique Y-shaped groove crack welding test
CN104827170A (en) * 2015-05-14 2015-08-12 东方电气集团东方锅炉股份有限公司 Test weld gap clearance ensuring method in oblique Y-groove weld cracking test method and test plate
CN107877026A (en) * 2017-11-30 2018-04-06 马鞍山钢铁股份有限公司 A kind of test method of evaluation 700MPa level above high strength construction steel welding performances
CN113155961A (en) * 2021-03-18 2021-07-23 东南大学 Combined type crack-containing road model for Rayleigh wave detection
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