JPH07214373A - Welding structure of steel tube plate and steel tube and welding structure of steel tube drawback and steel tube - Google Patents

Welding structure of steel tube plate and steel tube and welding structure of steel tube drawback and steel tube

Info

Publication number
JPH07214373A
JPH07214373A JP953294A JP953294A JPH07214373A JP H07214373 A JPH07214373 A JP H07214373A JP 953294 A JP953294 A JP 953294A JP 953294 A JP953294 A JP 953294A JP H07214373 A JPH07214373 A JP H07214373A
Authority
JP
Japan
Prior art keywords
steel pipe
ferritic
steel tube
welding
welded
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.)
Pending
Application number
JP953294A
Other languages
Japanese (ja)
Inventor
Koji Tamura
広治 田村
Toshiaki Takuwa
俊明 田桑
Yasushi Sato
恭 佐藤
Kazutaka Suzaki
一孝 須崎
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.)
Mitsubishi Power Ltd
Original Assignee
Babcock Hitachi KK
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 Babcock Hitachi KK filed Critical Babcock Hitachi KK
Priority to JP953294A priority Critical patent/JPH07214373A/en
Publication of JPH07214373A publication Critical patent/JPH07214373A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a welding structure capable of easily welding without generating welding faults such as welding cracking or defective fusion. CONSTITUTION:A ferrite steel tube 3 is welded onto an end of an austenite steel tube 2, the ferrite steel tube 3 is inserted at first onto a groove part of a ferrite tube plate 1 at first, between the ferrite steel tube 3 and the ferrite steel tube plate 1 is welded with ferrite base metal 5, and between the austenite steel tube 2 and the ferrite steel tube plate 1 is welded with Inconel base metal 6.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、高温高圧で運転される
ボイラ、原子力、化学プラントの管と管板あるいは管と
管寄の溶接に好適な溶接構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welding structure suitable for welding pipes and tube sheets or pipes and pipes in boilers, nuclear power plants and chemical plants operated at high temperature and high pressure.

【0002】[0002]

【従来の技術】ボイラ、原子力、化学プラントは、数多
くの熱交換器で構成されている。熱交換器においては、
配管によって送給されて来た流体を管に分配し、この管
内流体と管外流体との間で熱交換し、熱交換した管内流
体は再度合流させて配管によって次プロセスへと送られ
る。配管から管への内部流体の分配及び管から配管への
内部流体には管板構造あるいは管寄構造が採用されてい
る。
Boilers, nuclear power plants, and chemical plants are composed of many heat exchangers. In the heat exchanger,
The fluid sent by the pipe is distributed to the pipe, heat exchange is performed between the fluid inside the pipe and the fluid outside the pipe, and the heat-exchanged fluid inside the pipe is merged again and sent to the next process by the pipe. A pipe plate structure or a pipe-side structure is adopted for the distribution of the internal fluid from the pipe to the pipe and the internal fluid from the pipe to the pipe.

【0003】このような管板あるいは管寄構造において
は、管への流体の分配は均一でないため、管のメタル温
度も不均一となる。このように、管ではメタル温度のア
ンバランスを考慮するために、その設計温度は管板ある
いは管寄よりも高くなる。管板と管、管寄と管とはこの
ような設計条件を考慮した材料選定と寸法が決定され
る。
In such a tube sheet or tube-sided structure, the distribution of the fluid to the tube is not uniform, so the metal temperature of the tube is also non-uniform. Thus, in the tube, the design temperature is higher than that of the tube sheet or the tube side because the imbalance of the metal temperature is taken into consideration. The material selection and dimensions of the tube sheet and the tube and the tube side and the tube are determined in consideration of such design conditions.

【0004】ところで、フェライト鋼とオーステナイト
鋼を比較すると、高温強度はオーステナイト鋼の方が高
いが、線膨張係数が大きく熱伝達率が小さいこと及び高
価であることから、厚肉の管板や管寄せにはフェライト
鋼を、薄肉の管にはオーステナイト鋼を使用するのが一
般的である。
By the way, comparing ferritic steel and austenitic steel, the high temperature strength of austenitic steel is higher, but because of its large linear expansion coefficient and small heat transfer coefficient and its high cost, it has a high thickness. Generally, ferritic steel is used as the material and austenitic steel is used as the thin-walled tube.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、フェラ
イト鋼管板とオーステナイト鋼管を直接溶接すると後述
する問題点があるために、図2に示すように、オーステ
ナイト鋼管2にフェライト鋼管3を溶接し、フェライト
鋼管3とフェライト鋼管板1を溶接する構造としてい
る。なお、図4はインコネル系溶接金属、5はフェライ
ト系溶接金属である。
However, when the ferritic steel pipe sheet and the austenitic steel pipe are directly welded, there are problems described later. Therefore, as shown in FIG. 2, the ferritic steel pipe 3 is welded to the austenitic steel pipe 2 and the ferritic steel pipe is welded. 3 and the ferritic steel tube sheet 1 are welded together. It should be noted that FIG. 4 shows an Inconel weld metal and 5 a ferrite weld metal.

【0006】本溶接構造においては、内部流体温度が上
昇すると管の設計温度が管板よりも高くなるために、管
の肉厚が増大し、管の製造が困難となる。また、管の設
計温度が上昇して当該フェライト鋼の使用上限温度を上
廻ると、もはや図2に示す溶接構造は採用できなくな
る。
In the present welded structure, when the internal fluid temperature rises, the design temperature of the tube becomes higher than that of the tube sheet, so that the wall thickness of the tube increases and it becomes difficult to manufacture the tube. Further, when the design temperature of the pipe rises and exceeds the upper limit temperature of use of the ferritic steel, the welding structure shown in FIG. 2 can no longer be adopted.

【0007】このような条件においては、オーステナイ
ト鋼管を直接フェライト鋼管板へ溶接する構造となる。
Under these conditions, the austenitic steel pipe is welded directly to the ferritic steel pipe sheet.

【0008】図3は、オーステナイト鋼管2を直接フェ
ライト鋼管板1へインコネル系溶接金属6を介して溶接
する構造を示すが、本溶接構造においては以下のような
問題点がある。
FIG. 3 shows a structure in which an austenitic steel pipe 2 is directly welded to a ferritic steel pipe sheet 1 via an Inconel weld metal 6, but this welding structure has the following problems.

【0009】フェライト鋼とオーステナイト鋼との異材
溶接においては、両者の中間的な線膨張係数を有し、炭
化物形成傾向も大きくないNi基のインコネル系溶接材
料を使用する。図3の溶接構造においても、インコネル
溶接材料6を使用するが、インコネル溶接金属は表面張
力が大きく、狭い開先面への漏れ性が悪い。このため、
溶接ルート部において融合不良が多く発生する。また、
管の端部と管板の開先面は未溶着で残るために、この未
溶着部が切欠きとして作用し、未溶着部を起点として高
温割れが発生する頻度が高くなった。
In the dissimilar material welding of ferritic steel and austenitic steel, Ni-based Inconel welding material having a linear expansion coefficient intermediate between the two and having a small tendency to form carbides is used. Inconel welding material 6 is also used in the welding structure shown in FIG. 3, but the surface tension of Inconel weld metal is large and the leak property to a narrow groove face is poor. For this reason,
Frequent fusion defects occur at the welding root. Also,
Since the end portion of the pipe and the groove surface of the tube sheet remain unwelded, this unwelded portion acts as a notch, and high-temperature cracking frequently starts from the unwelded portion.

【0010】上記した問題点は、未溶着部が残る開先形
状の影響が大きいため、突合せ溶接構造となる図4の構
造が考えられる。同図に示した溶接構造では未溶着部が
残らず、開先幅も比較的広いために融合不良や高温割れ
は発生しなかった。しかし、管側と管板側の熱容量が大
きく異なるために、裏波が不均一となった。また、初層
不均の溶接は溶接トーチを大きく傾斜させて実施する必
要があり、管ピッチが小さくなると溶接施工は不可能と
なった。
The above-mentioned problems are greatly affected by the shape of the groove where the unwelded portion remains, so that the structure of FIG. 4 which is a butt welding structure is conceivable. In the welded structure shown in the figure, no unwelded portion remains and the groove width is comparatively wide, so no fusion failure or hot cracking occurred. However, since the heat capacities on the tube side and the tube sheet side are significantly different, the back waves were non-uniform. In addition, the welding of the unevenness of the first layer requires that the welding torch be tilted greatly, and welding work became impossible when the pipe pitch became small.

【0011】本発明の目的は、フェライト鋼管板あるい
は管寄とオーステナイト鋼管の溶接において、溶接割れ
や融合不良等の溶接欠陥を発生させることなく、しかも
簡便に施工可能な溶接構造を提供することにある。
It is an object of the present invention to provide a welded structure which can be simply and easily applied in the welding of a ferritic steel pipe sheet or pipe and an austenitic steel pipe without causing welding defects such as welding cracks and fusion defects. is there.

【0012】[0012]

【課題を解決するための手段】上記目的は、開先が狭
く、未溶着部が存在する溶接ルート部をフェライト鋼と
同成分系の溶接材料で溶接できるように、オーステナイ
ト鋼管の一方の側にフェライト鋼管を溶接した管とする
ことにより達成される。
[Means for Solving the Problems] The above-mentioned object is to provide a weld root portion having a narrow groove and an unwelded portion with a welding material of the same composition as ferritic steel so that it can be welded to one side of an austenitic steel pipe. This is achieved by making the ferritic steel pipe into a welded pipe.

【0013】[0013]

【作用】すなわち、溶接ルート部に相当する個所はフェ
ライト鋼管とフェライト鋼管板との溶接であるために同
成分系のフェライト鋼溶接材料としても何ら問題はな
く、また当該溶接金属の表面張力は小さく、高温割れ感
受性も小さいので、融合不良や高温割れも発生しなくな
る。フェライト鋼管の高さ以降の溶接はオーステナイト
鋼管とフェライト鋼管板の溶接となるため、インコネル
系溶接材料となるが、開先幅は比較的広く、未溶着部は
全く存在しないために健全な溶接部を得ることができ
る。
Function: That is, since the portion corresponding to the welding root portion is the welding of the ferritic steel pipe and the ferritic steel tube sheet, there is no problem as a ferritic steel welding material of the same composition system, and the surface tension of the welding metal is small. Since the high temperature cracking susceptibility is also low, fusion failure and high temperature cracking do not occur. Welding after the height of the ferritic steel pipe is welding of austenitic steel pipe and ferritic steel pipe sheet, so it is an Inconel type welding material, but the groove width is relatively wide and there are no unwelded parts at all Can be obtained.

【0014】[0014]

【実施例】以下に、本発明の一実施例を具体的に説明す
る。
EXAMPLE An example of the present invention will be specifically described below.

【0015】図1は、本発明の実施例に係る溶接構造の
断面図である。同図において、1は図5に化学成分を示
したフェライト系のSCMV4(2.25Cr−1Mo
鋼)鋼管板、2はオーステナイト系のSUS321HT
B鋼管である。3はSCMVと同成分系のSTBA24
鋼管で、SUS321HTB鋼管2とSTBA24鋼管
3は、図5の4段目に示したインコネル系TIG溶接材
料4で予め異材溶接した。管2,3同志を異材溶接した
後、STBA24鋼管3を管板1の開先深さと同等の長
さに切断してSCMV4鋼管板1に加工した溶接開先に
セットし、仮付け溶接した。
FIG. 1 is a sectional view of a welding structure according to an embodiment of the present invention. In the figure, 1 is a ferrite-based SCMV4 (2.25Cr-1Mo) whose chemical composition is shown in FIG.
Steel) Steel tube sheet, 2 is austenitic SUS321HT
B steel pipe. 3 is STBA24 of the same composition system as SCMV
As the steel pipes, the SUS321HTB steel pipe 2 and the STBA24 steel pipe 3 were previously dissimilarly welded with the Inconel-based TIG welding material 4 shown in the fourth stage of FIG. After the pipes 2 and 3 were welded to each other by dissimilar materials, the STBA24 steel pipe 3 was cut into a length equivalent to the groove depth of the tube sheet 1 and set in the welding groove processed into the SCMV4 steel tube sheet 1 to perform temporary welding.

【0016】初層から、STBA24鋼管3の高さまで
は図5に示した2.25Cr−2Mo系(フェライト
系)溶接材料5を用いて溶接した後、それ以降は図5の
5段目に示したインコネル溶接材料6を用いて、閉を低
ののど厚が得られる形状にまで溶接した。
From the first layer, at the height of the STBA24 steel pipe 3, after welding using the 2.25Cr-2Mo system (ferrite system) welding material 5 shown in FIG. 5, the subsequent steps are shown in the fifth stage of FIG. Inconel Welding Material 6 was used to weld the closure to a shape that provided a low throat thickness.

【0017】溶接後、断面の組織検査、側曲げ試験を実
施したが、欠陥や割れは全く発生しておらず、健全な溶
接部が得られることを確認した。
After welding, a cross-section structure inspection and a side bending test were carried out, and it was confirmed that no defect or crack occurred and a sound welded portion was obtained.

【0018】なお、フェライト鋼管3の長さを開先深さ
の0.5倍以下にすると、インコネル溶接材料6で溶接
を開始する時点の開先部が狭く、融合不良が発生する場
合があった。また、フェライト鋼管3の長さを開先深さ
の1.5倍以上とすると、フェライト鋼管3の高さ以上
にまで溶接するための層数が増加し溶接工数が大きくな
る。このため、オーステナイト鋼管2へ溶接したフェラ
イト鋼管3の長さは、開先深さの0.5〜1.5倍の範
囲が好適である。
If the length of the ferritic steel pipe 3 is set to 0.5 times or less than the groove depth, the groove portion at the time of starting welding with the Inconel welding material 6 is narrow, and fusion failure may occur. It was Further, if the length of the ferritic steel pipe 3 is set to be 1.5 times or more the groove depth, the number of layers for welding up to the height of the ferritic steel pipe 3 or more increases and the welding man-hour increases. Therefore, the length of the ferritic steel pipe 3 welded to the austenitic steel pipe 2 is preferably in the range of 0.5 to 1.5 times the groove depth.

【0019】本発明の溶接構造においては、フェライト
鋼管3は溶接で完全に補強されるため、図2に示したよ
うに、オーステナイト鋼管よりも厚肉にする必要がな
く、オーステナイト鋼管と同寸法のもので十分である。
In the welded structure of the present invention, since the ferritic steel pipe 3 is completely reinforced by welding, it is not necessary to make it thicker than the austenitic steel pipe as shown in FIG. Things are enough.

【0020】[0020]

【発明の効果】以上説明したように、本発明によればフ
ェライト鋼管板あるいは管寄とオーステナイト鋼管の溶
接を従来技術の諸問題を解決してフェライト系同志の溶
接と同等の溶接作業性によって実施可能であり、高温高
圧で運転されるプラントの信頼性を高めることができる
等の効果を奏するものである。
As described above, according to the present invention, the welding of the ferritic steel pipe sheet or the pipe side and the austenitic steel pipe is carried out by the welding workability equivalent to that of the ferritic alloy welding by solving the problems of the prior art. It is possible, and it is possible to improve the reliability of the plant operated at high temperature and high pressure.

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

【図1】本発明の実施例に係るフェライト鋼管板とオー
ステナイト鋼管の溶接構造を示す断面図である。
FIG. 1 is a cross-sectional view showing a welded structure of a ferritic steel pipe sheet and an austenitic steel pipe according to an embodiment of the present invention.

【図2】従来のフェライト鋼管板とフェライト鋼管の溶
接構造を示す断面図である。
FIG. 2 is a cross-sectional view showing a welded structure of a conventional ferrite steel tube sheet and a ferrite steel tube.

【図3】従来のフェライト鋼管板とオーステナイト鋼管
の溶接構造を示す断面図である。
FIG. 3 is a sectional view showing a welded structure of a conventional ferritic steel tube sheet and an austenitic steel tube.

【図4】従来のフェライト鋼管板とオーステナイト鋼管
の溶接構造を示す断面図である。
FIG. 4 is a sectional view showing a welded structure of a conventional ferritic steel tube sheet and an austenitic steel tube.

【図5】本発明の実施例で使用される各種材料の化学組
成を示す図である。
FIG. 5 is a diagram showing chemical compositions of various materials used in Examples of the present invention.

【符号の説明】[Explanation of symbols]

1 フェライト鋼管板 2 オーステナイト鋼管 3 フェライト鋼管 4 インコネル系溶接金属 5 フェライト系溶接金属 6 インコネル系溶接金属 1 Ferrite Steel Tube Sheet 2 Austenitic Steel Tube 3 Ferrite Steel Tube 4 Inconel Weld Metal 5 Ferrite Weld Metal 6 Inconel Weld Metal

フロントページの続き (72)発明者 須崎 一孝 広島県呉市宝町3番36号 バブコツク日立 株式会社呉研究所内Front Page Continuation (72) Inventor Kazutaka Susaki 3 36 Takara-cho, Kure City, Hiroshima Prefecture Bab Kotsk Hitachi Kure Research Institute

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 オーステナイト鋼管の一端にフェライト
鋼管を溶接し、フェライト鋼管板に形成された開先部に
前記フェライト鋼管側を先に挿入し、フェライト鋼管と
フェライト鋼管板の間はフェライト系金属で溶接せし
め、前記オーステナイト鋼管とフェライト鋼管板の間は
インコネル系金属で溶接したことを特徴とする鋼管板と
鋼管の溶接構造。
1. A ferritic steel pipe is welded to one end of an austenitic steel pipe, the ferritic steel pipe side is first inserted into a groove formed in the ferritic steel pipe sheet, and a ferritic metal is welded between the ferritic steel pipe and the ferritic steel pipe sheet. A welded structure of a steel tube sheet and a steel tube, wherein the austenitic steel tube and the ferritic steel tube sheet are welded with an Inconel metal.
【請求項2】 請求項1記載において、前記フェライト
鋼管の長さが前記開先部の深さの0.5〜1.5倍の範
囲に規制されていることを特徴とする鋼管板と鋼管の溶
接構造。
2. The steel pipe sheet and pipe according to claim 1, wherein the length of the ferritic steel pipe is regulated within a range of 0.5 to 1.5 times the depth of the groove portion. Welded structure.
【請求項3】 請求項1記載において、前記オーステナ
イト鋼管とフェライト鋼管がインコネル系金属で溶接さ
れていることを特徴とする鋼管板と鋼管の溶接構造。
3. The welded structure for a steel pipe sheet and a steel pipe according to claim 1, wherein the austenitic steel pipe and the ferritic steel pipe are welded with an Inconel-based metal.
【請求項4】 請求項1記載において、前記フェライト
鋼管と、フェライト鋼管板と、そのフェライト鋼管とフ
ェライト鋼管板との間を溶接するフェライト系金属が共
にクロームーモリブデン系金属であることを特徴とする
鋼管板と鋼管の溶接構造。
4. The ferrite steel pipe according to claim 1, wherein the ferritic steel pipe, the ferritic steel pipe and the ferritic metal for welding between the ferritic steel pipe and the ferritic steel pipe are both chrome molybdenum based metals. Welded structure of steel pipe and steel pipe.
【請求項5】 オーステナイト鋼管の一端にフェライト
鋼管を溶接し、フェライト鋼管寄に形成された開先部に
前記フェライト鋼管側を先に挿入し、フェライト鋼管と
フェライト鋼管寄の間はフェライト系金属で溶接せし
め、前記オーステナイト鋼管とフェライト鋼管寄の間は
インコネル系金属で溶接したことを特徴とする鋼管寄と
鋼管の溶接構造。
5. A ferritic steel pipe is welded to one end of an austenitic steel pipe, the ferritic steel pipe side is first inserted into a groove formed near the ferritic steel pipe, and a ferritic metal is used between the ferritic steel pipe and the ferritic steel pipe. A welded structure of a steel pipe and a steel pipe, characterized in that welding is performed, and an austenitic steel pipe and a ferritic steel pipe are welded with an Inconel metal.
【請求項6】 請求項5記載において、前記フェライト
鋼管の長さが前記開先部の深さの0.5〜1.5倍の範
囲に規制されていることを特徴とする鋼管寄と鋼管の溶
接構造。
6. The steel pipe side and the steel pipe according to claim 5, wherein the length of the ferritic steel pipe is restricted to a range of 0.5 to 1.5 times the depth of the groove portion. Welded structure.
【請求項7】 請求項5記載において、前記オーステナ
イト鋼管とフェライト鋼管がインコネル系金属で溶接さ
れていることを特徴とする鋼管寄と鋼管の溶接構造。
7. The welded structure of a steel pipe side and a steel pipe according to claim 5, wherein the austenitic steel pipe and the ferritic steel pipe are welded with an Inconel-based metal.
【請求項8】 請求項5記載において、前記フェライト
鋼管と、フェライト鋼管寄と、そのフェライト鋼管とフ
ェライト鋼管寄との間を溶接するフェライト系金属が共
にクロームーモリブデン系金属であることを特徴とする
鋼管寄と鋼管の溶接構造。
8. The ferrite steel pipe according to claim 5, wherein the ferrite steel pipe and the ferrite metal for welding the ferrite steel pipe and the ferrite steel pipe are both chrome molybdenum metal. Welded structure of steel pipe and steel pipe.
JP953294A 1994-01-31 1994-01-31 Welding structure of steel tube plate and steel tube and welding structure of steel tube drawback and steel tube Pending JPH07214373A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP953294A JPH07214373A (en) 1994-01-31 1994-01-31 Welding structure of steel tube plate and steel tube and welding structure of steel tube drawback and steel tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP953294A JPH07214373A (en) 1994-01-31 1994-01-31 Welding structure of steel tube plate and steel tube and welding structure of steel tube drawback and steel tube

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JPH07214373A true JPH07214373A (en) 1995-08-15

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008068262A (en) * 2006-09-12 2008-03-27 Babcock Hitachi Kk Header/stab tube welding structure and boiler equipment having the same
JP2015112642A (en) * 2013-12-16 2015-06-22 三菱重工業株式会社 Pipe connection method, and pipe connection structure
JP2024004383A (en) * 2022-06-28 2024-01-16 三菱重工パワー環境ソリューション株式会社 Heat transfer pipe, heat exchanger, flue gas treatment device, and method for manufacturing heat transfer pipe

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008068262A (en) * 2006-09-12 2008-03-27 Babcock Hitachi Kk Header/stab tube welding structure and boiler equipment having the same
JP2015112642A (en) * 2013-12-16 2015-06-22 三菱重工業株式会社 Pipe connection method, and pipe connection structure
JP2024004383A (en) * 2022-06-28 2024-01-16 三菱重工パワー環境ソリューション株式会社 Heat transfer pipe, heat exchanger, flue gas treatment device, and method for manufacturing heat transfer pipe

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