JPH1038205A - Fin structure of boiler wall pipe - Google Patents

Fin structure of boiler wall pipe

Info

Publication number
JPH1038205A
JPH1038205A JP19301296A JP19301296A JPH1038205A JP H1038205 A JPH1038205 A JP H1038205A JP 19301296 A JP19301296 A JP 19301296A JP 19301296 A JP19301296 A JP 19301296A JP H1038205 A JPH1038205 A JP H1038205A
Authority
JP
Japan
Prior art keywords
fin
wall pipe
wall tube
stress
bending angle
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
JP19301296A
Other languages
Japanese (ja)
Inventor
Masamitsu Hashimoto
昌光 橋本
Koji Tamura
広治 田村
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 JP19301296A priority Critical patent/JPH1038205A/en
Publication of JPH1038205A publication Critical patent/JPH1038205A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To suppress the occurrence of the crack of a fin at the coupling part of a wall pipe group and to improve reliability by a method wherein adjoining wall pipes are coupled through a member bent at a specified angle at the final ends of fins in an axial direction of the wall pipe. SOLUTION: In a coupling part, a water wall pipe 6 and a wall pipe 7 on the cage side are welded at a weld part 8 to a final end part welded by a fin 9 and a reinforcing material 14 bent at a bending angle θ in the axial direction of the wall pipe is welded at a weld part 88 to a water wall pipe 6 and a wall pipe 7 on the cage side. Provided a bending angle θ of a reinforcing material 14 is 90 deg., stresses A, B, and C of each part are similarly reduced in a balancing state. Provided the bending angle θ is below 90 deg., lowering of the stressed A and C is slackened and the increase of the stress B is also slackened, whereby it is desirable that the bending angle θ is reduced to a value below 90 deg.. This constitution reduces a stress at the final end of a fin and suppresses the occurrence of the crack of the fin.

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、隣接するボイラの
壁管を連結するフィンの亀裂を防止したボイラ壁管のフ
ィン構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fin structure for a boiler wall tube in which cracks in fins connecting adjacent boiler wall tubes are prevented.

【0002】[0002]

【従来の技術】図4は従来のボイラの壁管配置を示す斜
視図である。
2. Description of the Related Art FIG. 4 is a perspective view showing a wall tube arrangement of a conventional boiler.

【0003】本図に示すように事業用の大型水管ボイラ
は、壁管をフィンで連結し平面的な壁管群例えば、水壁
管群1、ケージ側壁管群2、ケージ底部壁管群3、天井
壁管群4を形成しこれらの壁管群を組み合わせて全体を
構成している。ボイラの起動時や停止時或いは負荷変化
時に各壁管群間に温度差を生じることがあり、温度差が
大きくなった場合に壁管が熱変形を起し特に水壁管群1
とケージ側壁管群2の結合部5にしばしば亀裂が発生し
ている。この水壁管群1とケージ側壁管群2の結合部5
は形状が不連続であることから応力集中を起し易く、各
壁管群に温度差が生じた場合に結合部5を開こうとする
引張り力と共に剪断力が複雑に加わることから亀裂が発
生し易い。
[0003] As shown in this figure, a large water pipe boiler for business use is a flat wall pipe group, such as a water wall pipe group 1, a cage side wall pipe group 2, and a cage bottom wall pipe group 3, which are connected by fins. The ceiling wall tube group 4 is formed, and these wall tube groups are combined to constitute the whole. When the boiler is started or stopped, or when the load changes, a temperature difference may occur between the wall tube groups, and when the temperature difference increases, the wall tubes may be thermally deformed, and in particular, the water wall tube group 1
And the joint 5 of the cage side wall tube group 2 often have cracks. Connection part 5 of this water wall tube group 1 and cage side wall tube group 2
Is easy to cause stress concentration due to the discontinuous shape, and when a temperature difference occurs in each wall tube group, a crack is generated because a shear force is applied in addition to a tensile force to open the joint 5 in a complicated manner. Easy to do.

【0004】このような現象を以下に詳しく説明する。[0004] Such a phenomenon will be described in detail below.

【0005】図5は従来のボイラ管群の結合部構成を示
す説明図である。
FIG. 5 is an explanatory view showing the structure of a conventional connecting portion of a boiler tube group.

【0006】本図に示すように複数の水壁管6、ケージ
側壁管7、ケージ底部壁管10はそれぞれの壁管を伝熱
性能を高めるためのフィン9を溶接部8で接合してい
る。なお、各ケージ側壁管7はケージ側管寄せ11に接
続されている。
As shown in FIG. 1, a plurality of water wall pipes 6, cage side wall pipes 7, and cage bottom wall pipes 10 are joined to each other by fins 9 for improving the heat transfer performance of the respective wall pipes by welding portions 8. . Each cage side wall tube 7 is connected to a cage side header 11.

【0007】水壁管6、ケージ側壁管7、ケージ底部壁
管10の結合部5は、3種類の壁管群が立体的に合体し
ており複雑な形状をなしていることから構造物としては
強度上最も注意をしなければいけない形状不連続部を形
成している。更に結合部5では水壁管6、ケージ側壁管
7、ケージ底部壁管10の各壁管群の内部流体温度が異
なるから各壁管群の伸び差が生じる。各壁管群の内部流
体温度差は起動、停止時に大きいことから、起動、停止
時に結合部5に大きな応力が加わる。
[0007] The connecting portion 5 of the water wall tube 6, the cage side wall tube 7, and the cage bottom wall tube 10 is a structure since three types of wall tube groups are three-dimensionally united and have a complicated shape. Forms a shape discontinuity that requires the most attention in terms of strength. Further, since the internal fluid temperature of each of the wall pipe groups of the water wall pipe 6, the cage side wall pipe 7, and the cage bottom wall pipe 10 is different in the connecting portion 5, a difference in elongation of each wall pipe group occurs. Since the internal fluid temperature difference of each wall tube group is large at the time of starting and stopping, a large stress is applied to the joint 5 at the time of starting and stopping.

【0008】図6は従来のフィン終端の構造を示す説明
図である。
FIG. 6 is an explanatory view showing the structure of a conventional fin end.

【0009】従来、結合部5に加わる大きな応力を緩和
するため本図に示すようにフィン9の終端を円弧状とす
る円弧状加工部12を形成している。しかし、この応力
緩和対策は運転経験から評価すれば効果が小さいもので
ある。
Conventionally, to relieve a large stress applied to the connecting portion 5, an arc-shaped processed portion 12 having an arc-shaped terminal end of the fin 9 is formed as shown in FIG. However, this stress relaxation measure has a small effect if evaluated from operation experience.

【0010】[0010]

【発明が解決しようとする課題】定期検査時に発見され
る図6に示す結合部5の亀裂13は、その都度補修され
更に必要な補強が行われる。そうした補修、補強を行っ
たにも拘らず次の定期検査時に同じ水壁管群1、ケージ
側壁管群2との結合部5に新たな亀裂13が発見される
例が多く、従来技術で亀裂13の発生を完全に防止する
ことは困難と考えられる。亀裂13が発生すると燃焼ガ
スが炉外に漏れ出したり、壁管に伝播すると蒸気が漏れ
出しボイラの運転停止を余儀なくされ、起動、停止を頻
繁に行うボイラでは運用上の問題となる。
The crack 13 of the joint 5 shown in FIG. 6, which is found at the time of the periodic inspection, is repaired each time and further necessary reinforcement is performed. Despite such repairs and reinforcements, a new crack 13 is often found at the joint 5 with the same water wall tube group 1 and cage side wall tube group 2 at the next periodic inspection. It is considered difficult to completely prevent the occurrence of 13. When the crack 13 occurs, the combustion gas leaks out of the furnace, or when it propagates to the wall pipe, the steam leaks out, forcing the operation of the boiler to stop, which is an operational problem in a boiler that frequently starts and stops.

【0011】本発明の目的は、壁管群の結合部における
フィンの亀裂を抑制し、信頼性の高いボイラ壁管のフィ
ン構造とすることにある。
An object of the present invention is to suppress a crack of a fin at a joint portion of a wall tube group, and to provide a highly reliable fin structure of a boiler wall tube.

【0012】[0012]

【課題を解決するための手段】上記目的は、隣接するボ
イラの壁管を相互に連結し壁管軸方向に延在するフィン
を有するボイラ壁管のフィン構造において、隣接する壁
管をフィンの壁管軸方向終端で屈曲した部材により連結
したことにより達成される。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a fin structure for a boiler wall tube which has fins interconnecting wall tubes of adjacent boilers and extending in the axial direction of the wall tube. This is achieved by being connected by a member bent at the axial end of the wall tube.

【0013】屈曲した部材の曲げ角度は90°以下であ
ることが望ましい。
It is desirable that the bending angle of the bent member is 90 ° or less.

【0014】上記構成によれば、フィンの終端に連結し
た屈曲した部材がフィンの終端に加わる応力を受け持つ
ので、フィンの終端における応力が低減されフィンの亀
裂が抑制される。
According to the above configuration, since the bent member connected to the end of the fin bears the stress applied to the end of the fin, the stress at the end of the fin is reduced, and cracking of the fin is suppressed.

【0015】屈曲した部材に加わる応力は屈曲部に集中
するので、亀裂の発生位置が限定され検査及び補修が容
易になる。
Since the stress applied to the bent member concentrates on the bent portion, the position where the crack is generated is limited, and the inspection and repair become easy.

【0016】[0016]

【発明の実施の形態】以下、本発明の実施の形態を図に
より説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings.

【0017】図1は本発明の実施の形態の構成を示す正
面図である。
FIG. 1 is a front view showing the configuration of the embodiment of the present invention.

【0018】本図は結合部5を拡大したもので、水壁管
6とケージ側壁管7を溶接部8においてフィン9で溶接
した終端部に壁管の軸方向に曲げ角度θで屈曲させた補
強材14を溶接部88で水壁管6とケージ側壁管7に溶
接している。本図に示す例では曲げ角度θを90度とし
ている。
FIG. 1 is an enlarged view of the connecting portion 5, and the water wall pipe 6 and the cage side wall pipe 7 are bent at the bending end θ in the axial direction of the wall pipe at the terminal end portion where the fin 9 is welded at the welding portion 8. The reinforcing member 14 is welded to the water wall pipe 6 and the cage side wall pipe 7 at a welded portion 88. In the example shown in this figure, the bending angle θ is 90 degrees.

【0019】図2は本発明の他の実施の形態の構成を示
す正面図である。
FIG. 2 is a front view showing the structure of another embodiment of the present invention.

【0020】本図は補強材14をU字状に屈曲させた例
で曲げ角度θは0度に相当する。このような中央に屈曲
部を有する補強材14を位置した構成により、各壁管群
の伸び差からフィン9の終端部に生じる応力を補強材1
4の屈曲部が変形して吸収し、終端部に生じる応力は低
減され結合部5における亀裂13の発生が抑制される。
また、伸び差による応力が加わる位置は補強材14の屈
曲部に集中するから亀裂13の発生はそこに限定され
る。従って定期検査時には補強材14の屈曲部を重点的
に検査すれば良いので労力が省ける。そして亀裂13の
発生は補強材14に限定されるから補修が容易になる。
補強材14は図1に示すように板材を屈曲した形状に切
り抜いても良いし折り曲げても良い。
This figure shows an example in which the reinforcing member 14 is bent in a U-shape, and the bending angle θ corresponds to 0 degree. With such a configuration in which the reinforcing member 14 having the bent portion in the center is located, the stress generated at the end portion of the fin 9 due to the difference in elongation of each wall tube group can be reduced.
The bent portion 4 is deformed and absorbed, the stress generated at the terminal end portion is reduced, and the generation of the crack 13 in the joint portion 5 is suppressed.
Further, since the position where the stress due to the difference in elongation is applied is concentrated on the bent portion of the reinforcing member 14, the occurrence of the crack 13 is limited to that position. Therefore, during the periodic inspection, the bent portion of the reinforcing member 14 may be mainly inspected, so that labor can be saved. The occurrence of the crack 13 is limited to the reinforcing member 14, so that the repair becomes easy.
As shown in FIG. 1, the reinforcing member 14 may be cut out of a plate material in a bent shape or may be bent.

【0021】補強材14をフィン9の終端部に配置した
場合、補強材14の屈曲部に発生する応力は補強材14
を配置しない場合にフィン9の終端部の溶接部8に発生
する応力より常に小さい。
When the reinforcing member 14 is disposed at the end of the fin 9, the stress generated at the bent portion of the reinforcing member 14 is reduced.
Is always smaller than the stress generated in the welded portion 8 at the terminal end of the fin 9.

【0022】本実施の形態の補強材14の曲げ角度θと
各部に発生する応力との関係を解析した。解析の方法は
ボイラの起動を想定して壁管を引き裂くような外力Pを
加え、この外力Pによって各部に発生する応力を有限要
素法で求めた。解析の条件を以下に記す。
The relationship between the bending angle θ of the reinforcing member 14 of the present embodiment and the stress generated in each part was analyzed. The analysis was performed by applying an external force P that would tear the wall tube assuming the start of the boiler, and the stress generated in each part due to the external force P was determined by the finite element method. The analysis conditions are described below.

【0023】 温度 :300℃ 外力P :3000N 水壁管6の外径 :50.8mm 水壁管6の厚さ :10.8mm 水壁管6の材質 :1Cr−0.5Mo鋼 ケージ側壁管7の外径:50.8mm ケージ側壁管7の厚さ:10.8mm ケージ側壁管7の材質:1Cr−0.5Mo鋼 フィン9の幅 :50mm フィン9の厚さ :10mm フィン9の材質 :SB410 補強材14の厚さ :10mm 補強材14の曲げ半径:30mm 図3は本発明の実施の形態の解析結果を示す図表であ
る。
Temperature: 300 ° C. External force P: 3000 N Outer diameter of water wall tube 6: 50.8 mm Thickness of water wall tube 6: 10.8 mm Material of water wall tube 6: 1Cr-0.5Mo steel Cage side wall tube 7 Outer diameter of: 50.8 mm Thickness of cage side wall tube 1: 10.8 mm Material of cage side wall tube 7: Cr-0.5Mo steel Width of fin 9: 50 mm Thickness of fin 9: 10 mm Material of fin 9: SB410 Thickness of reinforcing member 14: 10 mm Bending radius of reinforcing member 14: 30 mm FIG. 3 is a table showing analysis results of the embodiment of the present invention.

【0024】本図の横軸は補強材14の曲げ角度θであ
り、縦軸は補強材14の曲げ角度θを180度としたフ
ィン9の溶接部8に発生する応力を100%とした場合
の比である。補強材14の曲げ角度θが180度である
ことは補強材14を折り曲げていない直線状の板を意味
している。Aはフィン9の溶接部8に発生する応力、B
は補強材14の中央屈曲部に発生する応力、Cは補強材
14の溶接部88に発生する応力である。本図に示すよ
うに曲げ角度θを0度から180度に向けて大きくして
いくと、フィン9の溶接部8に発生する応力Aと補強材
14の溶接部88に発生する応力Cは増加し、補強材1
4の中央屈曲部に発生する応力Bは減少する。本図から
明らかなように補強材14の曲げ角度θを90度とする
ことにより、各部の応力A、B、Cは同様に均衡して低
減する。曲げ角度θが90度以下では応力Aと応力Cの
低下が緩慢となり、応力Bの上昇も緩慢となることから
曲げ角度θを90度以下にすることが望ましい。
The horizontal axis in this figure is the bending angle θ of the reinforcing member 14, and the vertical axis is when the stress generated in the welding portion 8 of the fin 9 when the bending angle θ of the reinforcing member 14 is 180 degrees is 100%. Is the ratio of The bending angle θ of the reinforcing member 14 of 180 degrees means a straight plate in which the reinforcing member 14 is not bent. A is the stress generated in the weld 8 of the fin 9, B
Is a stress generated at the center bent portion of the reinforcing member 14, and C is a stress generated at the welded portion 88 of the reinforcing member 14. As shown in the figure, when the bending angle θ is increased from 0 degrees to 180 degrees, the stress A generated at the weld 8 of the fin 9 and the stress C generated at the weld 88 of the reinforcing member 14 increase. And reinforcement material 1
The stress B generated at the central bent portion of No. 4 decreases. As is clear from this figure, by setting the bending angle θ of the reinforcing member 14 to 90 degrees, the stresses A, B, and C at the respective portions are similarly balanced and reduced. If the bending angle θ is 90 degrees or less, the stress A and the stress C decrease slowly and the stress B increases slowly, so it is desirable that the bending angle θ be 90 degrees or less.

【0025】また、補強材14の中央屈曲部に発生する
応力Bは、曲げ角度θが180度におけるフィン9の溶
接部8に発生する応力A(補強材14の屈曲部による応
力緩和が無い場合に相当し従来のフィン9の溶接部8に
発生する応力と等しい)より常に小さい。このことは補
強材14を付加することにより、フィン9の溶接部8に
伸び差により発生する応力が小さくなり、疲労やクリー
プ亀裂に対する耐久性が向上することを示唆している。
The stress B generated at the central bent portion of the reinforcing member 14 is the stress A generated at the welded portion 8 of the fin 9 when the bending angle θ is 180 degrees (when the stress is not relaxed by the bent portion of the reinforcing member 14). (Equal to the stress generated in the weld 8 of the conventional fin 9). This suggests that the addition of the reinforcing material 14 reduces the stress generated due to the difference in elongation in the welded portion 8 of the fin 9 and improves the durability against fatigue and creep cracks.

【0026】[0026]

【発明の効果】本発明によれば、フィンの終端部に連結
した屈曲した部材がフィンの終端に加わる応力を受け持
つので、フィンの終端における応力が低減されフィンの
亀裂を抑制する効果が得られる。
According to the present invention, since the bent member connected to the end of the fin bears the stress applied to the end of the fin, the stress at the end of the fin is reduced, and the effect of suppressing cracks in the fin is obtained. .

【0027】屈曲した部材に加わる応力は屈曲部に集中
するので、亀裂の発生位置が限定され検査及び補修が容
易となる効果が得られる。
Since the stress applied to the bent member concentrates on the bent portion, the position where the crack is generated is limited, and an effect that inspection and repair are facilitated is obtained.

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

【図1】本発明の実施の形態の構成例を示す正面図であ
る。
FIG. 1 is a front view showing a configuration example of an embodiment of the present invention.

【図2】本発明の他の実施の形態の構成例を示す正面図
である。
FIG. 2 is a front view showing a configuration example of another embodiment of the present invention.

【図3】本発明の実施の形態の解析結果を示す図表であ
る。
FIG. 3 is a table showing analysis results of the embodiment of the present invention.

【図4】従来のボイラの壁管配置例を示す斜視図であ
る。
FIG. 4 is a perspective view showing an example of a wall tube arrangement of a conventional boiler.

【図5】従来のボイラ管群の結合部構成例を示す説明図
である。
FIG. 5 is an explanatory diagram showing an example of a configuration of a connecting portion of a conventional boiler tube group.

【図6】従来のフィン終端の構造例を示す説明図であ
る。
FIG. 6 is an explanatory view showing a structural example of a conventional fin end.

【符号の説明】[Explanation of symbols]

1 水壁管群 2 ケージ側壁管群 3 ケージ底部壁管群 4 天井壁管群 5 結合部 6 水壁管 7 ケージ側壁管 8 溶接部 9 フィン 10 ケージ底部壁管 11 ケージ側管寄せ 12 円弧状加工部 13 亀裂 14 補強材 88 溶接部 DESCRIPTION OF SYMBOLS 1 Water wall tube group 2 Cage side wall tube group 3 Cage bottom wall tube group 4 Ceiling wall tube group 5 Joining part 6 Water wall tube 7 Cage side wall tube 8 Welded part 9 Fin 10 Cage bottom wall tube 11 Cage side header 12 Arc shape Processed part 13 Crack 14 Reinforcement 88 Welded part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 隣接するボイラの壁管を相互に連結し該
壁管軸方向に延在するフィンを有するボイラ壁管のフィ
ン構造において、 前記隣接する壁管を前記フィンの壁管軸方向終端で屈曲
した部材により連結したことを特徴とするボイラ壁管の
フィン構造。
1. A fin structure for a boiler wall tube having fins interconnecting wall tubes of adjacent boilers and extending in the axial direction of the wall tube, wherein the adjacent wall tubes are axially terminated to the fins in the wall tube axial direction. A fin structure for a boiler wall tube, wherein the fin structure is connected by a member bent in step (1).
【請求項2】 前記屈曲した部材の曲げ角度が90°以
下であることを特徴とする請求項1に記載のボイラ壁管
のフィン構造。
2. The fin structure for a boiler wall tube according to claim 1, wherein a bending angle of the bent member is 90 ° or less.
JP19301296A 1996-07-23 1996-07-23 Fin structure of boiler wall pipe Pending JPH1038205A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19301296A JPH1038205A (en) 1996-07-23 1996-07-23 Fin structure of boiler wall pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19301296A JPH1038205A (en) 1996-07-23 1996-07-23 Fin structure of boiler wall pipe

Publications (1)

Publication Number Publication Date
JPH1038205A true JPH1038205A (en) 1998-02-13

Family

ID=16300732

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19301296A Pending JPH1038205A (en) 1996-07-23 1996-07-23 Fin structure of boiler wall pipe

Country Status (1)

Country Link
JP (1) JPH1038205A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012127604A (en) * 2010-12-17 2012-07-05 Mitsubishi Heavy Ind Ltd Method for manufacturing boiler sidewall and fin for boiler sidewall
CN102718461A (en) * 2012-06-29 2012-10-10 景德镇陶瓷学院 Molding process method for preparing gypsum mold by hydrothermal method and product prepared by using method
JP2020118353A (en) * 2019-01-23 2020-08-06 三菱日立パワーシステムズ株式会社 boiler

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012127604A (en) * 2010-12-17 2012-07-05 Mitsubishi Heavy Ind Ltd Method for manufacturing boiler sidewall and fin for boiler sidewall
CN102718461A (en) * 2012-06-29 2012-10-10 景德镇陶瓷学院 Molding process method for preparing gypsum mold by hydrothermal method and product prepared by using method
JP2020118353A (en) * 2019-01-23 2020-08-06 三菱日立パワーシステムズ株式会社 boiler

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