JPH09264825A - Method and apparatus for inspecting welding strength of welded h-beam - Google Patents

Method and apparatus for inspecting welding strength of welded h-beam

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Publication number
JPH09264825A
JPH09264825A JP7296696A JP7296696A JPH09264825A JP H09264825 A JPH09264825 A JP H09264825A JP 7296696 A JP7296696 A JP 7296696A JP 7296696 A JP7296696 A JP 7296696A JP H09264825 A JPH09264825 A JP H09264825A
Authority
JP
Japan
Prior art keywords
welded
web
section steel
rolls
tensile stress
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP7296696A
Other languages
Japanese (ja)
Other versions
JP3373107B2 (en
Inventor
Ichiro Asahi
一郎 旭
Sadao Ebata
貞夫 江端
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP07296696A priority Critical patent/JP3373107B2/en
Publication of JPH09264825A publication Critical patent/JPH09264825A/en
Application granted granted Critical
Publication of JP3373107B2 publication Critical patent/JP3373107B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

PROBLEM TO BE SOLVED: To continuously inspect the welding strength of a welded H-beam during on line passage over the total length thereof by providing rolls so as to generate predetermined tensile stress in a web of the welded H-beam and passing the H-beam in such a state that the rotary surfaces, of the respective rolls are pressed to the inner surfaces of the corresponding flanges in a rotatable manner. SOLUTION: A welded H-beam 1 is passed in such a state that the rotary surfaces of respective rolls 5 are individually pressed to the inner surfaces of the flanges 2 welded and bonded to the upper and lower ends of a web 3 in the height direction thereof. Expanding force 6 is applied to the web 3 between the upper and lower flanges 2 of which the inner surfaces are pressed so as to generate predetermined tensile stress in the web 3 in the high direction thereof. When a welded and bonded parts of which the breaking strength is below predetermined tensile stress of the welded H-beam, that is, the welded inferior parts thereof pass through the gaps between the upper and lower and left and right rolls 5 during the passage of the welded H-beam over the total length thereof, the welding inferior parts are broken. When a welding healthy parts of which the breaking strength is predetermined tensile stress or more pass through the same places, the web 3 is only elastically deformed and no effect is exerted on the quality of the welded H-beam.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、溶接H形鋼の溶接
強度検査方法および装置に関し、詳しくは通材中の溶接
H形鋼の溶接強度を全長にわたり連続的に検査できる方
法および装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welding strength inspection method and apparatus for welded H-section steel, and more particularly to a method and apparatus capable of continuously inspecting the welding strength of welded H-section steel during threading.

【0002】[0002]

【従来の技術】溶接H形鋼は建築用、構造用等に広く使
われ、平鋼からなる上下2枚のフランジと平鋼からなる
ウエブとを高周波抵抗溶接法により溶接結合して製造さ
れる。この溶接が不完全だとH形鋼として十分な強度が
得られないので、検査工程で溶接強度検査を行うことが
要求される。
2. Description of the Related Art Welded H-section steel is widely used for construction and structural purposes, and is manufactured by welding two upper and lower flanges made of flat steel and a web made of flat steel by high frequency resistance welding. . If this welding is incomplete, sufficient strength as H-section steel cannot be obtained, so it is required to perform a welding strength inspection in the inspection process.

【0003】溶接H形鋼の溶接強度検査は、JIS G
3353に規定される溶接部引張試験に準拠して行われるの
が普通であるが、長さ2500mに1本の割りでの抜き取り
検査であるため、試験されない大部分については溶接強
度保証の信頼性に乏しい。溶接H形鋼の溶接強度保証の
信頼性向上に関して、従来、特公平2-38897 号公報に開
示されるように、商用長さに切断した溶接H形鋼の端部
に対し、専用の装置により上下のフランジをウエブの両
側に沿い相反方向に所要の荷重が得られるまで拡開して
溶接部の開口の有無を調べるという技術が知られてい
る。
Welding strength inspection of welded H-section steel is conducted according to JIS G
Normally, it is performed in accordance with the weld zone tensile test stipulated in 3353, but since it is a sampling inspection with a split length of 2500 m, the reliability of the weld strength guarantee is high for most of the untested. Poor. Regarding the improvement of the reliability of the weld strength guarantee of welded H-section steel, as disclosed in Japanese Patent Publication No. 38897/1990, a dedicated device is used for the end of the welded H-section steel cut into commercial lengths. A technique is known in which the upper and lower flanges are spread along both sides of the web in opposite directions until a required load is obtained and the presence or absence of an opening in the welded portion is examined.

【0004】かかる検査技術によれば、商用長さに切断
された溶接H形鋼毎の溶接強度が検査できるので、前述
の長さ2500m単位での抜き取り検査に比べれば品質保証
の信頼性は高くなるものの、溶接H形鋼の全長にわたる
拡開は行うことができないので、溶接強度保証が万全で
あるとは到底言いがたい。
According to such an inspection technique, the welding strength of each welded H-section steel cut into commercial lengths can be inspected, so that the reliability of quality assurance is higher than that of the sampling inspection in units of 2500 m in length. However, since it is not possible to spread the welded H-section steel over the entire length, it cannot be said that the weld strength guarantee is perfect.

【0005】[0005]

【発明が解決しようとする課題】そこで本発明は、オン
ライン通材中の溶接H形鋼の溶接強度を全長にわたり連
続的に検査できる溶接H形鋼の溶接強度検査方法および
装置を提供することを課題とする。
SUMMARY OF THE INVENTION Therefore, the present invention provides a welding strength inspection method and apparatus for welding H-section steel capable of continuously inspecting the welding strength of the welding H-section steel during online threading. It is an issue.

【0006】[0006]

【課題を解決するための手段】第1の本発明は、通材中
の溶接H形鋼のウエブに所定の引張応力が生じるよう
に、ウエブ両側で該ウエブに連なるフランジの内面の各
々に少なくとも1本づつ対応させてロールを設け、各ロ
ールの回転面を対応するフランジの内面に通材の向きに
回転可能に押し当てたまま溶接H形鋼を通材することを
特徴とする溶接H形鋼の溶接強度検査方法である。
According to a first aspect of the present invention, at least each of the inner surfaces of the flanges connected to the web on both sides of the web is at least so that a predetermined tensile stress is generated in the web of the welded H-section steel being threaded. Welded H-shapes are characterized in that rolls are provided corresponding to each one, and the welded H-section steel is passed while the rotation surface of each roll is rotatably pressed against the inner surface of the corresponding flange in the direction of the passage. This is a welding strength inspection method for steel.

【0007】第2の本発明は、通材中の溶接H形鋼のウ
エブ両側で該ウエブに連なるフランジの内面の各々に少
なくとも1本づつ対応させて設けられ、対応するフラン
ジの内面に回転面が当接可能でかつ通材の向きに回転可
能であるロールと、これらのロールを個別にまたは同じ
内面に対応するものをまとめて片持する支持ブロック
と、ウエブ両側に配設され、それぞれウエブに対し同じ
側で対をなす支持ブロックに所定の拡開力を付与するア
クチュエータとからなることを特徴とする溶接H形鋼の
溶接強度検査装置である。
In the second aspect of the present invention, at least one is provided on each of the inner surfaces of the flanges connected to the web on both sides of the web of the welded H-section steel being threaded, and the inner surface of the corresponding flange is provided with a rotating surface. Rolls that can contact each other and can rotate in the direction of the passing material, support blocks that cantilever these rolls individually or collectively corresponding to the same inner surface, and are arranged on both sides of the web. On the other hand, the welding strength inspection device for welded H-section steel is characterized by comprising an actuator for applying a predetermined expanding force to the pair of support blocks on the same side.

【0008】[0008]

【発明の実施の形態】図1は、第1の本発明の説明図で
あり、同図において、1は側面視の溶接H形鋼、2はフ
ランジ、3はウエブ、4は通材の向き、5はロール、6
は拡開力、7は拘束ローラである。なお図1では、ロー
ル5を上下のフランジ2の内面に対し各1本づつ設けて
いるが、本発明はこれに限定されず、各内面に対し互い
に他の内面とは無関係に何本設けてもよい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view of the first present invention, in which 1 is a welded H-section steel in side view, 2 is a flange, 3 is a web, 4 is the direction of a threading material. 5 is a roll, 6
Is a spreading force, and 7 is a restraining roller. In FIG. 1, one roll 5 is provided on each of the inner surfaces of the upper and lower flanges 2, but the present invention is not limited to this, and any number of rolls may be provided on each inner surface independently of each other. Good.

【0009】第1の本発明によれば、溶接H形鋼1は、
ウエブ3高さ方向上下端でウエブ3と溶接結合されてい
るフランジ2の内面(ウエブ3の左右両側にある)にそ
れぞれ個別にロール5の回転面が押し当てられた状態で
通材される。これら上下のロール5は通材の向き4に回
転できる軸配置で押し当てられるから、溶接H形鋼1の
通材を妨げない。拡開力6は、内面を押されている上下
のフランジ2間のウエブ3に高さ方向の所定の引張応力
が生じるように加えられる。この拡開力6でウエブ3が
塑性変形しては不都合であるから、特段の理由がない限
り、この所定の引張応力(σW と記す)はウエブ3の材
料である平鋼の降伏応力を超えない程度の値にしておく
ことが好ましい。
According to the first aspect of the present invention, the welded H-section steel 1 comprises:
The web 3 is passed while the rotating surfaces of the rolls 5 are individually pressed against the inner surfaces of the flange 2 (on the left and right sides of the web 3) which are welded to the web 3 at the upper and lower ends in the height direction of the web 3. These upper and lower rolls 5 are pressed against each other in an axial arrangement capable of rotating in the threading direction 4, so that they do not interfere with the threading of the welded H-section steel 1. The spreading force 6 is applied so that a predetermined tensile stress in the height direction is generated on the web 3 between the upper and lower flanges 2 whose inner surface is pressed. Since it is inconvenient for the web 3 to be plastically deformed by the expansion force 6, this predetermined tensile stress (referred to as σ W ) is the yield stress of the flat steel which is the material of the web 3 unless there is a special reason. It is preferable to set a value that does not exceed the limit.

【0010】なお、図1には、フランジ2を介して付与
される拡開力6によるウエブ3の変形区間を長手方向の
特定の区間に限定する好ましい形態として、ロール5の
上流および下流側にそれぞれフランジ2の上下の外面を
拘束する拘束ローラ7を配置した形態を開示している。
これにより、溶接H形鋼1の全長が通材中に、破断強さ
がσW 未満である溶接結合部、すなわち溶接不良部が上
下左右のロール5間を通過するとき、当該溶接不良部は
破断する。他方、破断強さがσW 以上である溶接結合
部、すなわち溶接健全部が同所を通過するときは、ウエ
ブ3が弾性変形するだけであるから、溶接H形鋼1の品
質に影響はない。
It should be noted that, in FIG. 1, as a preferable mode in which the deformation section of the web 3 by the expanding force 6 applied through the flange 2 is limited to a specific section in the longitudinal direction, it is arranged on the upstream side and the downstream side of the roll 5. It discloses a mode in which constraining rollers 7 for constraining the upper and lower outer surfaces of the flange 2 are arranged.
As a result, when the welded joint having a fracture strength of less than σ W , that is, the defective weld portion passes between the upper, lower, left, and right rolls 5 while the entire length of the welded H-section steel 1 is passing, the defective weld portion is Break. On the other hand, the quality of the welded H-section steel 1 is not affected because the web 3 only elastically deforms when a welded joint having a breaking strength of σ W or more, that is, a weld sound portion passes through the same place. .

【0011】こうして破断させられた溶接不良部は、下
流工程において、例えば作業員の目視検査、超音波
探傷、等の常法によって、溶接H形鋼の全長にわたり連
続的にオンラインで容易に検出でき、かかる溶接不良部
を出荷前に排除でき、ユーザにはσW 以上の破断強度を
有する溶接健全部のみが全長にわたり存在する溶接H形
鋼が届けられる。
The weld defect thus fractured can be easily detected continuously in a downstream process continuously and online over the entire length of the welded H-section steel by a conventional method such as visual inspection by an operator or ultrasonic flaw detection. The defective welded portion can be eliminated before shipment, and the user is provided with the welded H-section steel having only the welded healthy portion having the breaking strength of σ W or more over the entire length.

【0012】したがって、本発明によれば、溶接H形鋼
の溶接強度検査を全長にわたり連続的に行うことが可能
である。第2の本発明は、第1の本発明の実施に好適な
装置(本発明装置という)であり、図2にその一例、図
3に他の例の要部断面図を示す。図2はI姿勢、図3は
H姿勢でそれぞれ溶接H形鋼が通材される場合を示して
いる。図2、図3において、8は支持ブロック、9はア
クチュエータ、10は固定手段、11は固定壁であり、図1
と同一部材には同一符号を付し説明を省略する。また、
図3において、12は搬送ローラである。なお、図2、図
3では通材の向きは紙面に垂直で裏から表に向かう向き
にとってある。
Therefore, according to the present invention, it is possible to continuously perform the weld strength inspection of the welded H-section steel over the entire length. The second aspect of the present invention is an apparatus suitable for carrying out the first aspect of the present invention (referred to as an apparatus of the present invention). FIG. 2 shows an example thereof, and FIG. 3 shows a cross-sectional view of essential parts of another example. FIG. 2 shows an I posture and FIG. 3 shows an H posture in which welded H-section steel is passed through. 2 and 3, 8 is a support block, 9 is an actuator, 10 is a fixing means, and 11 is a fixed wall.
The same members as those in FIG. Also,
In FIG. 3, reference numeral 12 is a conveying roller. It should be noted that in FIGS. 2 and 3, the direction of the passing material is perpendicular to the paper surface and faces from the back to the front.

【0013】図2、図3に示すように、本発明装置は、
通材中の溶接H形鋼1のウエブ3両側で該ウエブ3に連
なるフランジ2の内面の各々に少なくとも1本づつ対応
させて設けられ、対応するフランジ2の内面に回転面が
当接可能でかつ通材の向きに回転可能であるロール5
と、これらのロール5を個別にまたは同じ内面に対応す
るものをまとめて片持する支持ブロック8と、ウエブ3
両側に配設され、それぞれウエブ3に対し同じ側で対を
なす前記支持ブロック8に所定の拡開力6を付与するア
クチュエータ9とからなることを特徴とする。
As shown in FIGS. 2 and 3, the device of the present invention is
At least one is provided on each of the inner surfaces of the flange 2 connected to the web 3 on both sides of the web 3 of the welded H-shaped steel 1 being threaded, and the rotating surface can contact the inner surface of the corresponding flange 2. And a roll 5 that can be rotated in the direction of threading
A support block 8 that cantilevers these rolls 5 individually or collectively corresponding to the same inner surface, and a web 3
It is characterized by comprising actuators 9 arranged on both sides and applying a predetermined spreading force 6 to the support blocks 8 which are paired with the web 3 on the same side.

【0014】アクチュエータ9としては例えば油圧シリ
ンダ等が使用できる。このアクチュエータ9は、例えば
各種固定金具、固定ビーム等の固定手段10を用いて溶接
H形鋼1のパスラインに対し適切な場所の固定壁11に配
設し得る。そしてアクチュエータ9は、ロール5および
支持ブロック8を介して受けるフランジの内面からの反
力が一定になるように圧力を調節可能である。
As the actuator 9, for example, a hydraulic cylinder or the like can be used. The actuator 9 can be arranged on the fixed wall 11 at an appropriate place with respect to the pass line of the welded H-section steel 1 by using fixing means 10 such as various fixing fittings and fixing beams. The actuator 9 can adjust the pressure so that the reaction force from the inner surface of the flange received via the roll 5 and the support block 8 becomes constant.

【0015】したがって、この一定の反力が、ウエブ3
に生じさせるべき前記σW に見合う値になるように、ア
クチュエータ9の圧力を設定しておけば、上下左右のロ
ール5間を通過するウエブ3にσW を生じさせる拡開力
6を、相対するフランジ2の各内面に常時加え得ること
となり、第1の本発明が効果的に実施できる。
Therefore, this constant reaction force is applied to the web 3
If the pressure of the actuator 9 is set so as to be a value commensurate with the above-mentioned σ W to be generated in the above, the expansion force 6 that causes σ W in the web 3 passing between the upper, lower, left, and right rolls 5 is relatively increased. Since it can be constantly added to each inner surface of the flange 2, the first aspect of the present invention can be effectively implemented.

【0016】[0016]

【発明の効果】以上に述べたように、本発明によれば、
オンライン通材中の溶接H形鋼の溶接強度を全長にわた
り連続的に検査でき、したがって、全長にわたる確実な
溶接強度保証が容易にでき、製品品質が向上するばかり
か、溶接直後の通材中に実施できることから、不良品発
見までの時間遅れを極めて短くでき、不良品発生が最少
限にくい止められることになって、歩留りも向上すると
いう格段の効果を奏する。
As described above, according to the present invention,
Welding strength of welded H-section steel during online threading can be continuously inspected over the entire length. Therefore, reliable welding strength can be easily guaranteed over the entire length, which not only improves product quality but also during threading immediately after welding. Since it can be carried out, the time delay until the defective product is found can be extremely shortened, and the generation of defective products can be stopped to the minimum, so that the yield can be improved.

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

【図1】第1の本発明の説明図である。FIG. 1 is an explanatory diagram of the first present invention.

【図2】本発明装置の一例の要部断面図である。FIG. 2 is a sectional view of an essential part of an example of the device of the present invention.

【図3】本発明装置の他の例の要部断面図である。FIG. 3 is a cross-sectional view of main parts of another example of the device of the present invention.

【符号の説明】[Explanation of symbols]

1 溶接H形鋼 2 フランジ 3 ウエブ 4 通材の向き 5 ロール 6 拡開力 7 拘束ローラ 8 支持ブロック 9 アクチュエータ 10 固定手段 11 固定壁 12 搬送ローラ 1 Welded H-shaped steel 2 Flange 3 Web 4 Direction of material 5 Roll 6 Expanding force 7 Restraint roller 8 Support block 9 Actuator 10 Fixing means 11 Fixed wall 12 Conveying roller

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 通材中の溶接H形鋼のウエブに所定の引
張応力が生じるように、ウエブ両側で該ウエブに連なる
フランジの内面の各々に少なくとも1本づつ対応させて
ロールを設け、各ロールの回転面を対応するフランジの
内面に通材の向きに回転可能に押し当てたまま溶接H形
鋼を通材することを特徴とする溶接H形鋼の溶接強度検
査方法。
1. At least one roll is provided on each of the inner surfaces of the flanges connected to the web on both sides of the web so that a predetermined tensile stress is generated in the web of the welded H-section steel in the thread. A method for inspecting the weld strength of welded H-section steel, wherein the welded H-section steel is passed while the rotational surface of the roll is rotatably pressed against the inner surface of the corresponding flange in the direction of passage.
【請求項2】 通材中の溶接H形鋼のウエブ両側で該ウ
エブに連なるフランジの内面の各々に少なくとも1本づ
つ対応させて設けられ、対応するフランジの内面に回転
面が当接可能でかつ通材の向きに回転可能であるロール
と、これらのロールを個別にまたは同じ内面に対応する
ものをまとめて片持する支持ブロックと、ウエブ両側に
配設され、それぞれウエブに対し同じ側で対をなす前記
支持ブロックに所定の拡開力を付与するアクチュエータ
とからなることを特徴とする溶接H形鋼の溶接強度検査
装置。
2. At least one inner surface of a flange continuous with the web on both sides of the web of the welded H-section steel in the threading is provided so as to correspond to the inner surface of the corresponding flange, and the rotating surface can contact the inner surface of the corresponding flange. And rolls that can be rotated in the direction of the passing material, support blocks that cantilever these rolls individually or collectively corresponding to the same inner surface, and are arranged on both sides of the web, respectively on the same side with respect to the web. A weld strength inspection apparatus for welded H-section steel, comprising: an actuator that applies a predetermined expansion force to the pair of support blocks.
JP07296696A 1996-03-27 1996-03-27 Method and apparatus for inspecting weld strength of welded H-section steel Expired - Fee Related JP3373107B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07296696A JP3373107B2 (en) 1996-03-27 1996-03-27 Method and apparatus for inspecting weld strength of welded H-section steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07296696A JP3373107B2 (en) 1996-03-27 1996-03-27 Method and apparatus for inspecting weld strength of welded H-section steel

Publications (2)

Publication Number Publication Date
JPH09264825A true JPH09264825A (en) 1997-10-07
JP3373107B2 JP3373107B2 (en) 2003-02-04

Family

ID=13504643

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3373107B2 (en)

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CN112710568A (en) * 2020-12-17 2021-04-27 哈尔滨汽轮机厂有限责任公司 Method for detecting strength of centering beam of steam turbine

Cited By (2)

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Publication number Priority date Publication date Assignee Title
CN112710568A (en) * 2020-12-17 2021-04-27 哈尔滨汽轮机厂有限责任公司 Method for detecting strength of centering beam of steam turbine
CN112710568B (en) * 2020-12-17 2024-05-28 哈尔滨汽轮机厂有限责任公司 Method for detecting strength of centering beam of steam turbine

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