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JP3792224B2 - Ultrasonic flaw detection method for rebar welded joints - Google Patents
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JP3792224B2 - Ultrasonic flaw detection method for rebar welded joints - Google Patents

Ultrasonic flaw detection method for rebar welded joints Download PDF

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JP3792224B2
JP3792224B2 JP2003357284A JP2003357284A JP3792224B2 JP 3792224 B2 JP3792224 B2 JP 3792224B2 JP 2003357284 A JP2003357284 A JP 2003357284A JP 2003357284 A JP2003357284 A JP 2003357284A JP 3792224 B2 JP3792224 B2 JP 3792224B2
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probe
flaw detection
reinforcing bar
ultrasonic
welded joint
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JP2005121497A (en
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常雄 原頭
喜三 目黒
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原頭工業株式会社
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2291/00Indexing codes associated with group G01N29/00
    • G01N2291/04Wave modes and trajectories
    • G01N2291/044Internal reflections (echoes), e.g. on walls or defects

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Description

本発明は、鉄筋溶接継手部の溶接欠陥を、超音波で探傷する方法に関するものである。   The present invention relates to a method for flaw-detecting a welding defect in a reinforcing bar weld joint with ultrasonic waves.

鉄筋コンクリート用異形棒鋼(以下、単に「鉄筋」と呼ぶ)の溶接継手部の超音波探傷試験は、JIS Z 3062に規定されている「鉄筋のガス圧接部の超音波探傷試験法」に準じて実施されている。
この超音波探傷試験は、斜角2探触子法のK走査によって行なわれる。
斜角2探触子法のK走査とは、図7、図8に示す如く、鉄筋(1)外周面の対称位置に、鉄筋の全長に亘って形成されている2条のリブ(11)(12)上に、一対の探触子(4)(4a)を配備して行なう。
一方の探触子(4a)は、リブ(12)上に設定した複数の定点の内、1つの定点P1上に置き、他方の探触子(4)は、他方のリブ(11)上をスライドさせる。
The ultrasonic flaw detection test for welded joints of deformed steel bars for reinforced concrete (hereinafter simply referred to as “rebars”) is performed in accordance with “Ultrasonic flaw detection test method for gas pressure welds of reinforcing bars” stipulated in JIS Z 3062 Has been.
This ultrasonic flaw detection test is performed by K-scanning using the bevel two-probe method.
As shown in FIG. 7 and FIG. 8, the K-scan of the oblique angle two probe method means that two ribs (11) formed over the entire length of the reinforcing bar at the symmetrical position of the outer surface of the reinforcing bar (1). (12) A pair of probes (4) and (4a) are arranged on the top.
One probe (4a) is placed on one fixed point P1 among a plurality of fixed points set on the rib (12), and the other probe (4) is placed on the other rib (11). Slide.

図9に示す如く、探触子(4)(4a)は、リブ(11)(12)と接する部分に合成樹脂製のシュー(41)が被覆され、該シューにはリブ(11)(12)に対応して溝(43)が形成されている。シュー(41)の溝底をリブ(11)に当てて、溝(43)を案内としてリブ(11)に沿って真直ぐに探触子(4)をスライドさせることができる。
一方の探触子から発した超音波は、溶接継手部(2)に欠陥があった場合に、該欠陥に当たって反射して他方の探触子で受信される。
定点側の探触子(4a)を、順次他の定点P2、P3に移動させ、夫々の定点で、上記同様にして探傷検査を行なう。
JIS便覧 (JIS Z 3062)
As shown in FIG. 9, the probe (4) (4a) is covered with a synthetic resin shoe (41) at a portion in contact with the rib (11) (12). ) To form a groove (43). The probe (4) can be slid straight along the rib (11) by placing the groove bottom of the shoe (41) against the rib (11) and using the groove (43) as a guide.
When there is a defect in the weld joint (2), the ultrasonic wave emitted from one probe is reflected by the defect and received by the other probe.
The probe (4a) on the fixed point side is sequentially moved to the other fixed points P2 and P3, and the flaw detection inspection is performed at each fixed point in the same manner as described above.
JIS Handbook (JIS Z 3062)

上記の如く、リブ(11)に沿って真直ぐに探触子(4)をスライドさせると、図8の点鎖線で示す溶接継手部(2)の探傷領域(22)は、鉄筋(1)の軸心及び2つのリブ(11)(12)の頂部を通る仮想面F1を中心として、その両側にて探触子(4)(4a)の超音波送受信幅の領域に限られる。
この種探傷で用いられる探触子(4)(4a)の超音波送受信の幅は5mm程度の狭幅である。又、溶接金属の溶け落ちを防止する裏当て金(30)は、長さ約50mm、幅約45mmの矩形の鉄板を、幅方向に半円状に彎曲させて形成されており、裏当て金(30)が邪魔になって、定位置の探触子(4a)を溶接継手部(4)から20mm程までしか接近させることができなかった。
上記のことから、図8に二点鎖線で示す如く、溶接継手部(2)の探傷可能領域は略長方形状となり、該領域より外側は探傷死角となる問題があった。
本発明は、上記問題を解決できる鉄筋溶接継手部の探傷方法を明らかにするものである。
As described above, when the probe (4) is slid straight along the rib (11), the flaw detection area (22) of the weld joint (2) indicated by the two- dot chain line in FIG. as centered virtual plane F1 passing through the top of the axis and two ribs (11) (12), limited to the region of the ultrasonic transmitting and receiving width of the probe (4) (4a) at its opposite sides.
The width of ultrasonic transmission / reception of the probes (4) and (4a) used in this type of flaw detection is as narrow as about 5 mm. In addition, the backing metal (30) that prevents the weld metal from being burned out is formed by bending a rectangular iron plate having a length of about 50 mm and a width of about 45 mm in a semicircular shape in the width direction. (30) was in the way, and the probe (4a) at a fixed position could only be approached by about 20 mm from the weld joint (4).
From the above, as indicated by a two-dot chain line in FIG. 8, there is a problem that the flaw detection possible area of the welded joint portion (2) has a substantially rectangular shape, and the outside of the area is a flaw detection dead angle.
The present invention clarifies a flaw detection method for a reinforced welded joint that can solve the above problems.

本発明は、直径線上の対向位置に、全長に亘ってリブ(11)(12)を形成した鉄筋(1)(1a)どうしの溶接継手部(2)より片側の鉄筋(1)の一方のリブ(11)上に、一方の超音波探触子(4)を、他方のリブ(12)上に他方の超音波探触子(4a)を置き、一方の探触子(4)をリブ(11)の方向にスライドさせつつ、一方の探触子から発信された超音波を溶接継手部(2)の欠陥で反射させて他方の探触子で受信することによって溶接継手部(2)の探傷を行なう探傷方法において、一方の探触子(4)はリブ(11)上をスライドさせつつ、他方の探触子(4a)は定位置にて、両探触子(4)(4a)を、鉄筋(1)の中心及び2つのリブ(11)(12)の頂部を通る仮想面F1と直交する面F2内で、同じ方向に首振りさせて探傷領域を拡げることを特徴とする鉄筋溶接継手部の超音波探傷方法。 In the present invention, one of the reinforcing bars (1) on one side of the welded joint (2) between the reinforcing bars (1) and (1a) having ribs (11) and (12) formed over the entire length at opposite positions on the diameter line . One ultrasonic probe (4) is placed on the rib (11), the other ultrasonic probe (4a) is placed on the other rib (12), and one probe (4) is placed on the rib. The welded joint part (2) is slid in the direction of (11) while the ultrasonic wave transmitted from one probe is reflected by the defect of the welded joint part (2) and received by the other probe. In the flaw detection method for performing the flaw detection, one probe (4) is slid on the rib (11) while the other probe (4a) is in a fixed position, and both probes (4) (4a ) Is swung in the same direction within the plane F2 orthogonal to the virtual plane F1 passing through the center of the reinforcing bar (1) and the tops of the two ribs (11) and (12), thereby expanding the flaw detection area. Ultrasonic flaw detection method for rebar welded joints.

鉄筋(1)の中心及び2つのリブ(11)(12)の頂部を通る仮想面F1と直交する2つの面F2、F2内で、両探触子(4)(4a)を同じ方向に首振りさせつつ、一方の探触子(4)はリブ(11)上をスライドさせる。両探触子(4)(4a)の首振りにより、超音波の送受信領域幅を拡げることができ、溶接継手部(2)の断面の広い領域の探傷が可能となる。 The two probes (4) and (4a) are necked in the same direction in the two planes F2 and F2 perpendicular to the virtual plane F1 passing through the center of the reinforcing bar (1) and the tops of the two ribs (11) and (12). While swinging , one probe (4) slides on the rib (11). By swinging both the probes (4) and (4a), it is possible to widen the transmission / reception area width of the ultrasonic wave, and the flaw detection in the wide section of the weld joint (2) becomes possible.

鉄筋、溶接継手部及び裏当て金
図1は、鉄筋(1)の溶接継手部(2)近傍を示している。
鉄筋は、直径線上の対向位置に、全長に亘ってリブ(11)(12)を形成し、リブ(11)(12)間に跨って軸方向に略等間隔に節(13)(13)を突設している。節(13)は断面略三角形である。
溶接継手部(2)は、両鉄筋(1)(1a)の端部間に跨がり、溶接開先(21)の略半周を囲む様に円弧状の裏当て金(3)を当て、この状態で開先(21)をガスシールドアーク溶接して形成されている。
裏当て金(3)によって溶接金属の垂れ落ちは防止され、開先(21)に溶接金属が充満して固化している。
溶接金属の溶け落ち防止のためには、裏当て金(3)の幅長さは開先幅より大であることが必要であるが、探傷死角を無くすためには、探触子(4)(4a)を溶接継手部(2)から5mm程度まで近接させる必要があり、このためには、裏当て金(3)は可及的に幅狭であることが望ましい。
Reinforcing bar, welded joint and backing metal FIG. 1 shows the vicinity of the welded joint (2) of the reinforcing bar (1).
Reinforcing bars form ribs (11) and (12) over the entire length at opposite positions on the diameter line, and nodes (13) and (13) are arranged at substantially equal intervals in the axial direction across the ribs (11) and (12). Is protruding. The node (13) has a substantially triangular cross section.
An arc-shaped backing metal (3) is applied to the welded joint (2) so as to straddle between the ends of both reinforcing bars (1) and (1a), and to enclose approximately half the circumference of the weld groove (21). In this state, the groove (21) is formed by gas shield arc welding.
The backing metal (3) prevents the weld metal from dripping, and the groove (21) is filled with the weld metal and solidified.
The width of the backing metal (3) needs to be larger than the groove width in order to prevent the weld metal from being burned out, but in order to eliminate the flaw detection blind spot, the probe (4) (4a) needs to be close to the weld joint (2) to about 5 mm, and for this purpose, the backing metal (3) is preferably as narrow as possible.

実施例の裏当て金(3)は、図2に示す如く半円弧状の幅狭の裏当て金本体(31)と、該本体の両側縁から一体に腕片(32)(32)を突設して形成されている。
腕片(32)は、図6に示す如く、鉄筋(1)(1a)の節(13)(13)に乗り上げて、鉄筋(1)(1a)の軸心と平行になる様に、即ち、裏当て金本体(31)が開先(21)に対して傾くことを防止するためのものである。 裏当て金本体(31)の端部が鉄筋(1)(1a)に溶接によって仮付けされる。
実施例の裏当て金本体(31)は、鉄筋(1)の開先(21)幅に約9mmを加えた幅長さである。裏当て金(3)の腕片(32)は、鉄筋リブ(11)(12)上で探触子(4)(4a)を裏当て金本体(31)の端縁に当てることが可能な様に、鉄筋リブ(11)(12)上の探触子(4)(4a)の移行路から外れる位置にセットされる。
裏当て金本体(31)の幅中心は開先(21)幅の中心にほぼ一致しており、鉄筋(1)に裏当て金(3)を仮付けすれば、リブ(11)(12)上をスライドさせて探触子(4)(4a)を開先から4.5mmまで接近させることができる。
Backing strip of Example (3), as shown in FIG. 2 and a half arcuate narrow backing strip body (31), arm piece integrally from both side edges of the body (32) (32) Protrusively formed.
As shown in FIG. 6, the arm piece (32) rides on the nodes (13) and (13) of the reinforcing bars (1) and (1a) so as to be parallel to the axis of the reinforcing bars (1) and (1a). In order to prevent the backing metal main body (31) from being inclined with respect to the groove (21). The end of the backing metal body (31) is temporarily attached to the reinforcing bars (1) (1a) by welding.
The backing metal body (31) of the embodiment has a width length obtained by adding about 9 mm to the groove (21) width of the reinforcing bar (1). The arm piece (32) of the backing metal (3) can apply the probe (4) (4a) to the edge of the backing metal body (31) on the reinforcing bar rib (11) (12). In the same manner, the probe is set at a position out of the transition path of the probes (4) and (4a) on the reinforcing bar ribs (11) and (12).
The width center of the backing metal body (31) is almost coincident with the center of the groove (21) width, and if the backing metal (3) is temporarily attached to the reinforcing bar (1), the rib (11) (12) The probe (4) (4a) can be brought close to 4.5 mm from the groove by sliding up.

探触子
図1には、溶接継手部(2)から片側の鉄筋(1)上に、一対の探触子(4)(4a)を配備した状態が示されている。
探触子(4)(4a)は夫々超音波の発信と受信ができるものであって、後記の如く、一方の探触子(4a)をリブ(12)上に設定した複数の定点P1、P2、P3の内、1つの定点上に置く。他方の探触子(4)は他方のリブ(11)上に置く。
探触子(4)(4a)は、5Z5×5A70とし、性能はJIS Z 3062の付属書3による。該接触子は、鉄筋(1)の軸心に直交する面に対して屈折角70°の角度で、5mm×5mm角の範囲で超音波の送受信が出来る機能を有している。
鉄筋の溶接継手部(2)の超音波探傷で用いる従来の探触子には、図9に示し前記の如く、鉄筋リブ(11)(12)と接する合成樹脂製のシュー(41)に、リブ(11)(12)が嵌まる溝(43)が形成されていたが、本発明では、図3に示す如く、シュー(41)の鉄筋リブ(11)(12)との接触面(42)はフラット面である。
Probe FIG. 1 shows a state in which a pair of probes (4) and (4a) are arranged on a reinforcing bar (1) on one side from a weld joint (2).
The probes (4) and (4a) are capable of transmitting and receiving ultrasonic waves, respectively, and, as will be described later, a plurality of fixed points P1, with one probe (4a) set on the rib (12), It is placed on one fixed point of P2 and P3. The other probe (4) is placed on the other rib (11).
The probe (4) (4a) is 5Z5 × 5A70, and the performance is in accordance with Appendix 3 of JIS Z 3062. The contactor has a function of transmitting and receiving ultrasonic waves in a range of 5 mm × 5 mm square with a refraction angle of 70 ° with respect to a plane perpendicular to the axis of the reinforcing bar (1).
As shown in FIG. 9, the conventional probe used for ultrasonic flaw detection of the welded joint portion (2) of the reinforcing bar includes a shoe (41) made of synthetic resin in contact with the reinforcing bar ribs (11) and (12) as described above. The grooves (43) into which the ribs (11) and (12) are fitted are formed. In the present invention, as shown in FIG. 3, the contact surface (42) of the shoe (41) with the reinforcing bar ribs (11) and (12) is formed. ) Is a flat surface.

鉄筋リブ(12)上の複数の定点P1、P2、P3の内、第1定点P1は、探触子(4a)が裏当て金本体(31)の端縁に接する位置、第2定点P2以下は、第1定点P1から10mmづつ順に遠ざかる位置とする。最後の定点は、鉄筋(1)の両リブ(11)(12)の頂部間の距離をDとすると、前記裏当て金本体(31)の端部から2.5D離れた位置とする。   Among a plurality of fixed points P1, P2, P3 on the reinforcing bar rib (12), the first fixed point P1 is a position where the probe (4a) is in contact with the edge of the backing metal body (31), the second fixed point P2 or less. Is a position moving away from the first fixed point P1 by 10 mm in order. The last fixed point is a position 2.5D away from the end of the backing metal body (31), where D is the distance between the tops of the ribs (11) and (12) of the reinforcing bar (1).

2つの探触子(4)(4a)は、探傷装置(図示せず)に連繋される。
探傷装置は、一方の探触子から発せらた超音波が、溶接継手部(2)に欠陥があった場合に、該欠陥に反射して他方の探触子で受信されたエコーのパルスレベルから、溶接継手部の合否の判定を行ない、不合格レベル以上であれば音等で警告する公知の装置である。
The two probes (4) and (4a) are connected to a flaw detector (not shown).
Flaw detector, ultrasonic were found emanating from one probe is welded joint portion when there is a defect (2), the echoes received and reflected on the defect in the other probe pulse It is a well-known device that determines whether or not the welded joint portion is acceptable based on the level and warns with a sound or the like if the level is not acceptable.

探傷の手順
探傷の手順は,
i) 透過走査による基準レベルの設定
ii) 2探触子K走査+首振りによる探傷
iii) 合否判定
の3つである。
Flaw detection procedure The flaw detection procedure is:
i) Setting the reference level by transmission scanning
ii) 2 probe K scan + flaw detection by swinging
iii) There are three pass / fail judgments.

(1) 基準レベルの設定
1) 図6において、探触子(4)(4a)間距離Yは、Y≒D・tanθ1から導く。
θ1は屈折角で70°±2°である。
2) 2つの探触子を、1)で求めた探触子間距離Yだけ離して、鉄筋リブ(11)(12)上に置く。鉄筋リブ(11)(12)には探触子(4)(4a)の近傍に接触媒質(図示せず)を塗布する。接触媒質は、探触子(4)(4a)と鉄筋リブ(11)(12)との間に隙間が生じることを防止するものであって、実施例の接触媒質は、濃度75%以上のグリセリン水溶液である。
3) 探触子(11)(12)を多少前後に走査させて透過パルスが最大となるところを探す。透過パルスの最大値が基準レベルである。
(1) Setting the reference level
1) In FIG. 6, the distance Y between the probes (4) and (4a) is derived from Y≈D · tan θ1.
θ1 is a refraction angle of 70 ° ± 2 °.
2) Place the two probes on the reinforcing bar ribs (11) and (12) with a distance Y between the probes obtained in 1). A contact medium (not shown) is applied to the reinforcing bar ribs 11 and 12 in the vicinity of the probes 4 and 4a. The contact medium prevents a gap from being generated between the probe (4) (4a) and the reinforcing bar ribs (11) (12). The contact medium of the embodiment has a concentration of 75% or more. A glycerin aqueous solution.
3) Scan the probes (11) and (12) slightly back and forth to find the point where the transmitted pulse is maximum. The maximum value of the transmitted pulse is the reference level.

(2) 2探触子(4)(4a)K走査+首振りによる探傷
1) 溶接継手部(2)の両側のリブ(11)(12)上に、溶接継手部(2)から約2.5Dの範囲に亘って、さび等を除去して前記同様の接触媒質を塗布する。
2) 一方の手に持った探触子(4a)を鉄筋リブ(12)上の第1定点P1上に置く。この探触子(4a)を定位置探触子(4a)と呼ぶ。他方の手に持った探触子(4)を他方のリブ(11)の、裏当て金本体(31)から2.5D離れた位置に置く。この探触子(4)をスライド探触子と呼ぶ。
3) 定位置探触子(4a)から超音波を発する。スライド探触子(4)は超音波受信側となる。
スライド探触子(4)を溶接継手部(2)側へスライドさせる。このとき、スライド探触子(4)はスライドさせながら、定位置探触子(4a)は定位置のまま、2つの探触子(4)(4a)を、鉄筋(1)の中心及び2つのリブ(11)(12)の頂部を通る仮想面F1に対して、仮想面F2に直交し且つ夫々リブ(4)(4a)を含む2つの面F2、F2内で、同じ方向に同時に首振り(回動とも表現できる)させる。首振り角度は、超音波の送受信領域が、溶接継手部(2)の軸心と直交する断面をカバーできればよい。
探触子(4)(4a)の鉄筋リブ(11)(12)との接触面はフラット面であるから、上記の如く、鉄筋リブ(11)(12)上で探触子(4)(4a)をスムーズに首振りさせることができ、又、首振りさせてもシュー(41)と鉄筋リブ(11)(12)に隙間は生じない。
図9に示す従来の探触子(4)(4a)の様に、シュー(41)に鉄筋突条(11)(12)に対応する溝(43)が形成されている場合、上記の様に、鉄筋突条(11)(12)上で、探触子(4)(4a)を首振りさせ様としても、溝(43)に突条が引っ掛かってスムーズに首振りさせることが出来ない。又、首振りさせたときに、溝(43)によってシュー(41)と突条との間に隙間が生じて、その部分で超音波を反射してしまい、正しい探傷ができない。
図5に示す如く、鉄筋コンクリート用の一般的な太さの鉄筋であれば、探触子(4)(4a)の首振り角度θ2は、前記2つのリブ(11)(12)の頂部を通る仮想面F1に対して片側30°以内とする。30°を越えると、超音波が鉄筋の節(13)の斜面に反射して欠陥と認識する場合が生じる。
前後走査のスピードは速すぎてはいけない。毎秒60mm以下が適当である。
溶接継手部(2)に欠陥がなけば、超音波は溶接継手部(2)を素通りしてしまい、受信側の探触子(4)(4a)は反応しない。
溶接継手部(2)に欠陥があった場合、該欠陥で超音波が反射し、受信側探触子がキャッチする(反射した超音波を「エコー」と呼ぶ)。エコーのパルス高さが最大となるところを探す。
4) 第1定点P1についての検査が終わると、定位置探触子(4a)を第2定点P2上に移し、上記同様にして検査を行なう。第3定点P3以下についても、順次上記同様の検査を行なう。
溶接継手部(2)に欠陥があれば、超音波は該欠陥で反射して受信側探触子(4)で受けることができる。
5) 上記2)〜3)の操作を、溶接継手部(2)の反対側鉄筋(1)のリブ(11)(12)上でも行う。
(2) 2 probes (4) (4a) K scanning + flaw detection by swinging
1) On the ribs (11) and (12) on both sides of the welded joint (2), remove rust and other similar contact media over a range of about 2.5D from the welded joint (2). Apply.
2) Place the probe (4a) held in one hand on the first fixed point P1 on the reinforcing bar rib (12). This probe (4a) is called a fixed position probe (4a). The probe (4) held in the other hand is placed on the other rib (11) at a position 2.5D away from the backing metal body (31). This probe (4) is called a slide probe.
3) An ultrasonic wave is emitted from the fixed position probe (4a). The slide probe (4) is on the ultrasonic wave receiving side.
Slide the slide probe (4) toward the weld joint (2). At this time, while sliding the probe (4) is slid, position feeler element (4a) remains in place, the two probes a (4) (4a), the center and 2 rebar (1) With respect to the virtual plane F1 passing through the tops of the two ribs (11) and (12), the necks are simultaneously oriented in the same direction in the two planes F2 and F2 perpendicular to the virtual plane F2 and including the ribs (4) and (4a), respectively. Swing ( also expressed as rotation ). The swing angle may be such that the ultrasonic transmission / reception region can cover a cross section orthogonal to the axis of the weld joint (2).
Since the contact surfaces of the probes (4) and (4a) with the reinforcing bar ribs (11) and (12) are flat surfaces, as described above, the probes (4) and (4) ( 4a) can be swung smoothly, and even if it is swung , there is no gap between the shoe (41) and the reinforcing ribs (11) and (12).
When the groove (43) corresponding to the reinforcing bar ridge (11) (12) is formed in the shoe (41) as in the conventional probe (4) (4a) shown in FIG. In addition, even if the probe (4) (4a) is swung on the reinforcing bar ridge (11) (12), the ridge is caught in the groove (43) and cannot be swung smoothly. . Further, when the head is swung , a gap is formed between the shoe (41) and the protrusion by the groove (43), and the ultrasonic wave is reflected at that portion, so that correct flaw detection cannot be performed.
As shown in FIG. 5, if the reinforcing bar has a general thickness for reinforced concrete, the swing angle θ2 of the probes (4) and (4a) passes through the tops of the two ribs (11) and (12). One side is within 30 ° with respect to the virtual plane F1. If it exceeds 30 °, the ultrasonic wave may be reflected on the slope of the reinforcing bar node (13) and recognized as a defect.
The forward / backward scanning speed should not be too fast. A value of 60 mm or less per second is appropriate.
If there is no defect in the welded joint (2), the ultrasonic wave passes through the welded joint (2) and the receiving probe (4) (4a) does not react.
When there is a defect in the weld joint (2), the ultrasonic wave is reflected by the defect and the receiving probe catches it (the reflected ultrasonic wave is called “echo”). Find where the echo pulse height is maximum.
4) When the inspection for the first fixed point P1 is completed, the fixed position probe (4a) is moved onto the second fixed point P2, and the inspection is performed in the same manner as described above. The inspection similar to the above is sequentially performed for the third fixed point P3 and thereafter.
If there is a defect in the weld joint (2), the ultrasonic wave can be reflected by the defect and received by the receiving probe (4) .
5) The above operations 2) to 3) are also performed on the ribs (11) and (12) of the opposite reinforcing bar (1) of the welded joint (2).

(3) 合否判定
上記(2)で求めた、溶接継手部(2)の欠陥で反射したエコーのパルス高さが、予め定められている合否判定レベルに対して、未満であれば合格、以上であれば不合格とする。溶接継手に対して少なくとも一方の鉄筋(1)上での不合格判定レベル以上のパルス高さが検出されれば、その溶接継手部(2)は不合格である。溶接継手部(2)の両側の鉄筋(1)上でのエコーのパルス高さが合格判定レベル未満の場合に、その継手部は合格となる。
実施例の探傷装置は、前記の如く、不合格レベル以上であれば音等で警告する。
(3) Pass / fail judgment If the pulse height of the echo reflected by the defect of the weld joint (2) obtained in (2) above is less than a predetermined pass / fail judgment level, the test is passed. If so, it will be rejected. If a pulse height equal to or higher than a failure determination level on at least one of the reinforcing bars (1) is detected with respect to the welded joint, the welded joint part (2) is rejected. When the pulse height of the echo on the reinforcing bar (1) on both sides of the welded joint (2) is less than the acceptance judgment level, the joint is accepted.
As described above, the flaw detection apparatus according to the embodiment warns with a sound or the like if it is above the reject level.

上記実施例の説明は、本発明を説明するためのものであって、特許請求の範囲に記載の発明を限定し、或は範囲を減縮する様に解すべきではない。又、本発明の各部構成は上記実施例に限らず、特許請求の範囲に記載の技術的範囲内で種々の変形が可能であることは勿論である。   The above description of the embodiments is for explaining the present invention, and should not be construed as limiting the invention described in the claims or reducing the scope thereof. In addition, the configuration of each part of the present invention is not limited to the above embodiment, and various modifications can be made within the technical scope described in the claims.

例えば、スライド探触子(4)から超音波を発し、定位置探触子(4a)でエコーをキャッチすることもできる。   For example, an ultrasonic wave can be emitted from the slide probe (4) and an echo can be caught by the fixed position probe (4a).

探傷開始時の探触子の位置を示す説明図である。It is explanatory drawing which shows the position of the probe at the time of a flaw detection start. 本発明で用いた裏当て金の斜面図である。It is a slope view of the backing metal used in the present invention. 本発明で用いた探触子の斜面図である。It is a slope view of the probe used in the present invention. 図1A−A線に沿う断面図である。It is sectional drawing which follows FIG. 1A-A line. 探触子の首振りの説明図である。It is explanatory drawing of the swing of a probe. 超音波の透過パルスの最大値を計測する説明図である。It is explanatory drawing which measures the maximum value of the transmitted pulse of an ultrasonic wave. 従来の2探触子K走査法の説明図である。It is explanatory drawing of the conventional 2 probe K scanning method. 図7A−A線に沿う断面図である。It is sectional drawing which follows FIG. 7A-A line. 従来の探触子の斜面図である。It is a slope view of the conventional probe.

符号の説明Explanation of symbols

1 鉄筋
11 リブ
12 リブ
2 溶接継手部
4 探触子
4a 探触子
1 Rebar
11 Ribs
12 Rib 2 Welded joint 4 Probe
4a transducer

Claims (5)

直径線上の対向位置に、全長に亘ってリブ(11)(12)を形成した鉄筋(1)(1a)どうしの溶接継手部(2)より片側の鉄筋(1)の一方のリブ(11)上に、一対の超音波探触子(4)(4a)の一方の超音波探触子(4)を、他方のリブ(12)上に他方の超音波探触子(4a)を置き、一方の探触子(4)をリブ(11)の方向にスライドさせつつ、一方の探触子から発信された超音波を溶接継手部(2)の欠陥で反射させて他方の探触子で受信することによって溶接継手部(2)の探傷を行なう探傷方法において、一方の探触子(4)はリブ(11)上をスライドさせつつ、他方の探触子(4a)は定位置にて、両探触子(4)(4a)を、鉄筋(1)の中心及び2つのリブ(11)(12)の頂部を通る仮想面F1と直交する面F2内で、同じ方向に首振りさせて探傷領域を拡げることを特徴とする鉄筋溶接継手部の超音波探傷方法。 A position facing diameter line, the ribs over the entire length (11) (12) rebar (1) forming a (1a) How to the welded joint portion (2) from one side of one of the ribs of the reinforcing bar (1) (11) One ultrasonic probe (4) of the pair of ultrasonic probes (4) and (4a) is placed on the other, and the other ultrasonic probe (4a) is placed on the other rib (12) . While sliding one probe (4) in the direction of the rib (11), the ultrasonic wave transmitted from one probe is reflected by a defect in the welded joint (2), and the other probe In the flaw detection method for flaw detection of the welded joint (2) by receiving, one probe (4) slides on the rib (11) while the other probe (4a) is in place. Both probes (4) and (4a) are swung in the same direction in a plane F2 orthogonal to a virtual plane F1 passing through the center of the reinforcing bar (1) and the tops of the two ribs (11) and (12). Ultrasonic flaw detection method for rebar welded joints characterized by expanding the flaw detection area . 溶接継手部(2)から距離が異なる複数箇所を定点とし、一方の探触子(4a)は定点上で、他方の探触子(4)はリブ(11)上をスライドさせつつ、両探触子(4)(4a)を首振りさせて1つの定点について探傷を行ない、残りの定点についても同様にして順次探傷を行なう請求項1に記載の鉄筋溶接継手部の超音波探傷方法。 A plurality of points at different distances from the welded joint (2) are fixed points. One probe (4a) slides on the fixed point and the other probe (4) slides on the rib (11). probe (4) (4a) is swinging performs flaw detection for one fixed point, the ultrasonic testing method of reinforcing bars welded joint portion according to claim 1 for successively testing in the same manner for the remaining fixed point. 溶接継手部(2)には、溶接金属の溶け落ちを防止するために鉄筋の開先(21)に施された裏当て金(3)が固着しており、該裏当て金(3)は、溶接継手部(2)の円弧に沿う細幅の円弧状裏当て金本体(31)と、該裏当て金本体(31)の両側縁から鉄筋の長手方向に延びる腕片(32)(32)とからなり、腕片(32)(32)が鉄筋のリブ(11)(12)から外れた位置にあり超音波探触子(4)(4a)が裏当て金本体(31)の側縁に当接可能に様に固着されている請求項1又は2に記載の鉄筋溶接継手部の超音波探傷方法。 To the welded joint (2), a backing metal (3) applied to the groove (21) of the reinforcing bar to prevent the weld metal from being melted is fixed, and the backing metal (3) The narrow arcuate backing metal body (31) along the arc of the weld joint (2), and the arm pieces (32) (32) extending in the longitudinal direction of the reinforcing bar from both side edges of the backing metal body (31) ), The arm pieces (32) and (32) are located away from the rebar ribs (11) and (12), and the ultrasonic probes (4) and (4a) are on the backing metal body (31) side. The ultrasonic flaw detection method for a reinforcing bar welded joint according to claim 1 or 2, wherein the ultrasonic flaw detection method is fixed so as to be able to come into contact with an edge . 探触子(4)(4a)の鉄筋リブ(11)(12)に接する面(42)は、探触子(4)(4a)を首振りさせる仮想面F2と平行なフラット面である請求項1乃至3の何れかに記載の鉄筋溶接継手部の超音波探傷方法。 The surface (42) in contact with the reinforcing bar ribs (11) (12) of the probe (4) (4a) is a flat surface parallel to the virtual surface F2 for swinging the probe (4) (4a). Item 4. The ultrasonic flaw detection method for a reinforcing bar welded joint according to any one of Items 1 to 3. 溶接継手部(2)から片側の鉄筋(1)上で超音波探傷を行った後、他方の鉄筋(1a)上でも超音波探傷を同様に行なう請求項1乃至4の何れかに記載の鉄筋溶接継手部の超音波探傷方法。 The reinforcing bar according to any one of claims 1 to 4, wherein after the ultrasonic flaw detection is performed on the reinforcing bar (1) on one side from the weld joint (2), the ultrasonic flaw detection is similarly performed on the other reinforcing bar (1a). Ultrasonic flaw detection method for welded joints.
JP2003357284A 2003-10-17 2003-10-17 Ultrasonic flaw detection method for rebar welded joints Expired - Fee Related JP3792224B2 (en)

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