JP2011185403A - Reinforcing structure of hollow metal member, and method for reinforcing hollow metal member - Google Patents
Reinforcing structure of hollow metal member, and method for reinforcing hollow metal member Download PDFInfo
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Abstract
Description
本発明は、例えば、発電所の配管など高温高圧に曝される中空の金属部材の補強構造及び補強方法に関する。 The present invention relates to a reinforcing structure and a reinforcing method for a hollow metal member exposed to a high temperature and a high pressure such as a power plant pipe.
発電所などにおける蒸気タービンにおける配管など高温高圧に曝された部材は、クリープ劣化を受けているため、突然の破壊を防止するためにクリープ強度を向上するべく補強作業が必要となる。従来、このような補修方法としては、配管を切断して新規に配管を接続する方法が用いられている。しかしながら、この方法では、配管の溶接作業や熱処理作業が伴うため、作業に手間がかかるという問題がある。 Members exposed to high temperature and pressure, such as piping in steam turbines at power plants and the like, have undergone creep degradation, so that reinforcement work is required to improve creep strength in order to prevent sudden destruction. Conventionally, as such a repair method, a method of cutting a pipe and newly connecting the pipe is used. However, in this method, there is a problem that work is troublesome because piping welding work and heat treatment work are involved.
そこで、出願には、配管の周囲に柔軟性を有するセラミック繊維材を巻き付けることによりクリープ強度を向上する方法を提案している（特許文献１）。かかる方法によれば、溶接作業や熱処理作業を行う必要がなく、作業の手間を削減できる。 Therefore, the application proposes a method of improving the creep strength by winding a flexible ceramic fiber material around the pipe (Patent Document 1). According to this method, it is not necessary to perform a welding operation or a heat treatment operation, and the labor of the operation can be reduced.
特許文献１に記載された補強方法を用いて実験を行ったところ、補強を行っていないものに比べて５〜１０倍の破断時間が確保でき、余寿命の長期化が実現されるものの、より補強効果の高い補強方法が望まれる。 When an experiment was performed using the reinforcing method described in Patent Document 1, a rupture time of 5 to 10 times that of a non-reinforced one can be secured, and a longer remaining life can be achieved. A reinforcing method having a high reinforcing effect is desired.
本発明は、上記の問題に鑑みなされたものであり、その目的は、高温高圧に曝される部材を、クリープ損傷に対してより強固に補強する方法を提供することである。 The present invention has been made in view of the above problems, and an object of the present invention is to provide a method for reinforcing a member exposed to high temperature and pressure more strongly against creep damage.
本発明の中空の金属部材の補強構造は、前記中空の金属部材の周囲に巻き付けられた複数の金属繊維がより合わさってなるワイヤを備えることを特徴とする。 The reinforcing structure for a hollow metal member of the present invention is characterized by comprising a wire formed by combining a plurality of metal fibers wound around the hollow metal member.
上記の補強構造において、前記ワイヤを巻き付けた部分の端部を覆うように巻き付けられた前記中空の金属部材よりも熱膨張率の低い繊維部材を有してもよく、前記繊維部材は、インバー繊維からなるものであってもよい。 The reinforcing structure may include a fiber member having a lower coefficient of thermal expansion than the hollow metal member wound so as to cover an end portion of the portion around which the wire is wound. It may consist of.
また、前記ワイヤは、複数の前記金属繊維がより合わさってなる繊維束を、複数より合わせてなるものであってもよく、前記金属繊維は、ＳＵＳ、インコネルからなる繊維又はインバー繊維であってもよい。 Further, the wire may be formed by combining a plurality of fiber bundles formed by combining a plurality of the metal fibers, and the metal fibers may be fibers made of SUS, Inconel or Invar fibers. Good.
また、本発明の金属部材の補強方法は、前記中空の金属部材の周囲に金属繊維がより合わさってなるワイヤを巻き付けることを特徴とする。 Further, the metal member reinforcing method of the present invention is characterized in that a wire in which metal fibers are more combined is wound around the hollow metal member.
本発明によれば、複数の金属繊維を寄り合わせてなるものを中空の金属部材の周囲に巻き付けているため、金属部材が高温高圧に曝されて膨張した場合であっても一部の繊維にのみ大きな引張力が作用するのを防止でき、繊維が破断するのを防止でき、クリープ損傷に対してより強固に補強する方法を提供することである。 According to the present invention, since a plurality of metal fibers that are close together are wound around a hollow metal member, even if the metal member is expanded by exposure to high temperature and pressure, some fibers It is only possible to prevent a large tensile force from acting, to prevent the fiber from breaking, and to provide a method of strengthening more firmly against creep damage.
以下、本発明の一実施形態を図面を参照しなら詳細に説明する。なお、以下の説明では、例えば、蒸気タービンの配管など、高温高圧（例えば４５０℃以上、０．１ＭＰａ以上）に曝される配管を補強する場合を例として説明する。
図１は、本実施形態の配管１の補強構造１０を示す図である。同図に示すように、補強構造１０は、配管１の外周に例えば、５ｍｍ程度の厚さで螺旋状に巻き付けられたワイヤ２０からなる。ワイヤ２０を巻き付けた部分の両端部には、巻きつけられたワイヤ２０を覆うようにインバー繊維３０が巻き付けられている。
Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings. In the following description, for example, a case where a pipe exposed to high temperature and high pressure (for example, 450 ° C. or higher, 0.1 MPa or higher) such as a steam turbine pipe is reinforced will be described.
FIG. 1 is a diagram showing a reinforcing structure 10 for a pipe 1 according to the present embodiment. As shown in the figure, the reinforcing structure 10 is composed of a wire 20 spirally wound around the outer periphery of the pipe 1 with a thickness of about 5 mm, for example. Invar fibers 30 are wound around both ends of the portion where the wire 20 is wound so as to cover the wound wire 20.
ワイヤ２０の両端部は配管１に巻き付けられたワイヤ２０と配管１の間に挟みこまれることで固定されている。このようにワイヤ２０を接着剤を用いることなく固定しているため、高温高圧に曝された際に有害ガスが発生するのを防止できる。さらに、ワイヤ２０の端部にインバー繊維３０が巻き付けられていることで、ワイヤ２０にゆるみが生じるのを防止できる。 Both ends of the wire 20 are fixed by being sandwiched between the wire 20 wound around the pipe 1 and the pipe 1. As described above, since the wire 20 is fixed without using an adhesive, it is possible to prevent generation of harmful gas when exposed to high temperature and pressure. Furthermore, since the Invar fiber 30 is wound around the end portion of the wire 20, it is possible to prevent the wire 20 from being loosened.
図２は、ワイヤ２０の断面図である。同図に示すように、ワイヤ２０は、例えば、ＳＵＳ、インコネルからなる繊維、又はインバー繊維などの金属繊維２２を、３本一組として束ねてより合せることで繊維束２１を形成した後、さらに、３本の繊維束２１を一組みとしてより合わせてなる。なお、多数の金属繊維２２をよりあわせるのは困難であるが、予め、３本一組として束ねてより合せた繊維束２１を、さらにより合わせることとしているため、容易にワイヤ２０を成形することができる。 FIG. 2 is a cross-sectional view of the wire 20. As shown in the figure, the wire 20 is formed by, for example, forming a fiber bundle 21 by bundling metal fibers 22 such as SUS, Inconel fibers, or Invar fibers as a set of three, and combining them. Three fiber bundles 21 are combined together as a set. Although it is difficult to match a large number of metal fibers 22, it is easy to form the wire 20 because the fiber bundle 21 that has been bundled together as a set in advance is further combined. Can do.
従来の技術の欄に記載したように、配管１にセラミック繊維を巻き付けた場合には、セラミックは熱膨張率が低いため、配管１が高温高圧に曝されて膨張すると、配管１に巻き付けられたセラミック繊維のうち、内側のセラミック繊維単体に過大な引張力が作用することとなり、セラミック繊維単体では引張力に抵抗できずに破断してしまう。このため、後述する実験でも確認されたように、強度を向上し、寿命を延ばすことができるが、寿命は５倍〜１０倍程度しか延ばすことができなかった。 As described in the column of the prior art, when ceramic fibers are wound around the pipe 1, the ceramic has a low coefficient of thermal expansion. Therefore, when the pipe 1 is expanded by exposure to high temperature and pressure, the ceramic fiber is wound around the pipe 1. Of the ceramic fibers, an excessive tensile force acts on the inner ceramic fiber alone, and the ceramic fiber alone cannot resist the tensile force and breaks. For this reason, as confirmed in the experiments described later, the strength can be improved and the life can be extended, but the life can only be extended about 5 to 10 times.
これに対して、本実施形態によれば、複数の金属繊維２２からなる繊維束２１を複数寄り合わせたものを配管１の周囲に巻き付けているため、特定の金属繊維２２のみが内側に位置することなく、複数の金属繊維２２が順次内側に位置することとなり、特定の金属繊維２２にのみ大きな引張力が作用するのを防止できるため、これら金属繊維２２が破断するのを防止できる。 On the other hand, according to the present embodiment, since a plurality of fiber bundles 21 made of a plurality of metal fibers 22 are wound around the pipe 1, only specific metal fibers 22 are located inside. In this case, the plurality of metal fibers 22 are sequentially positioned on the inner side, and a large tensile force can be prevented from acting only on the specific metal fiber 22, so that the metal fibers 22 can be prevented from breaking.
また、本実施形態によれば、ワイヤ２０を巻き付けるだけで補強を行うことができるため、他の配管が近接して設けられている場合などのように、狭い空間であっても補強を行うことができる。
また、溶接作業を伴わないため、耐圧試験等が不要であり、これにより、作業の手間を削減することができる。
In addition, according to the present embodiment, the reinforcement can be performed only by winding the wire 20, so that the reinforcement is performed even in a narrow space as in the case where other pipes are provided close to each other. Can do.
In addition, since no welding work is involved, a pressure test or the like is not necessary, thereby reducing the labor of the work.
なお、ワイヤ２０を配管１に接着していないため、ゆるみが生じるおそれがあるが、端部に熱膨張率の低いインバー繊維３０を巻き付けることにより、配管１が熱膨張してもインバー繊維３０はほとんど延びないので、インバー繊維３０がワイヤ２０を締め付けることでゆるみの発生を防止できる。 In addition, although the wire 20 is not bonded to the pipe 1, loosening may occur, but the Invar fiber 30 is not expanded even if the pipe 1 is thermally expanded by winding the invar fiber 30 having a low thermal expansion coefficient around the end portion. Since it hardly extends, the invar fiber 30 can prevent the loosening by tightening the wire 20.
以下、上記の補強構造１０により、従来の方法に比べてより強度を向上されるとともに、余寿命を長期化できることを実験により確かめたので説明する。
本実験では、（試験体１）直径４０ｍｍで肉厚４ｍｍの鉄系ガス管（以下、ＳＧＰという）に何も巻き付けないもの、（試験体２）ＳＧＰにセラミック繊維を巻き付けたもの、（試験体３）ＳＧＰにＳＵＳ３１６の繊維からなるワイヤを巻き付けたもの、（試験体４）ＳＧＰにインコネルの繊維からなるワイヤを巻き付けたものについて、配管に温度６３０℃で内圧９．５ＭＰａを加えた。
Hereinafter, it will be described that the reinforcing structure 10 can improve the strength as compared with the conventional method and can prolong the remaining life by experiments.
In this experiment, (Test body 1) Nothing is wound around an iron-based gas pipe (hereinafter referred to as SGP) having a diameter of 40 mm and a wall thickness of 4 mm, (Test body 2) A ceramic fiber is wound around SGP, (Test body) 3) About what wound the wire which consists of a fiber of SUS316 around SGP, and (test body 4) what wound the wire which consists of the wire of Inconel around SGP, internal temperature 9.5MPa was added to piping at the temperature of 630 degreeC.
なお、試験体へのワイヤは図３（Ａ）に示すように、まず、繊維２２が巻きつけられた３つのボビン４１から繊維２２を送り出しながらフィードアイ４３でより合わせて繊維束２１を形成しておく。そして、図３（Ｂ）に示すように、繊維束２１が巻き付けられた３台のボビン４２からそれぞれ繊維束２１を送り出しながら、フィードアイ４３でより合わせてワイヤ２０を形成するとともに、ＳＧＰ４０を回転させることにより、形成したワイヤ２０をＳＧＰの外周に巻き付けた。 As shown in FIG. 3 (A), the wire to the test body is first formed with the feed eye 43 to form the fiber bundle 21 while feeding the fibers 22 from the three bobbins 41 around which the fibers 22 are wound. Keep it. Then, as shown in FIG. 3 (B), while feeding the fiber bundle 21 from the three bobbins 42 around which the fiber bundle 21 is wound, the wire 20 is formed by the feed eye 43 and the SGP 40 is rotated. By doing so, the formed wire 20 was wound around the outer periphery of the SGP.
図４〜図７は、夫々、試験体１〜試験体４の温度変化及び圧力変化を示すグラフである。
図４に示すように、試験体１は、加熱後５０分程度で、圧力が１０［ｋｇｆ／ｃｍ２］程度に達した時点で破壊した。
また、図５に示すように、試験体２は、圧力は９５［ｋｇｆ／ｃｍ２］まで耐えうるものの、６時間弱で破壊した。
4 to 7 are graphs showing temperature changes and pressure changes of the test bodies 1 to 4, respectively.
As shown in FIG. 4, the test body 1 was destroyed when the pressure reached about 10 [kgf / cm 2 ] in about 50 minutes after heating.
Moreover, as shown in FIG. 5, although the test body 2 can endure a pressure to 95 [kgf / cm < 2 >], it destroyed in less than 6 hours.
これに対して、図６に示すように、試験体３は、圧力が一端９５［ｋｇｆ／ｃｍ２］程度まで達し、５２時間程度で低下した圧力が上昇するものの、その後は、８４時間経過するまで破断することはなかった。
また、図７に示すように、試験体４は、８４時間経過時点において、圧力が９５［ｋｇｆ／ｃｍ２］程度に達するものの破断することはなかった。
On the other hand, as shown in FIG. 6, in the test body 3, although the pressure reaches one end of about 95 [kgf / cm 2 ] and the pressure that has decreased in about 52 hours increases, 84 hours elapse thereafter. It did not break until.
Further, as shown in FIG. 7, the test body 4 did not break even though the pressure reached about 95 [kgf / cm 2 ] after 84 hours.
以上のことから、金属繊維２２をより合わせたワイヤ２０を配管１に巻き付けることで、配管１の強度を向上し、配管１の余寿命を長期化することができることが確認された。 From the above, it was confirmed that the strength of the pipe 1 can be improved and the remaining life of the pipe 1 can be extended by wrapping the wire 20 combined with the metal fibers 22 around the pipe 1.
なお、本実施形態では、配管１の補強を行う場合について説明したが、これに限らず、例えば、高温高圧に曝される中空の部材であれば、本発明を適用できる。
また、本実施形態では、既存の配管１を補強する場合について説明したが、これに限らず、新設の配管１に予め補強を施しておく場合であっても、本実施形態のようにワイヤ２０を巻き付けることで強度を向上し、余寿命を長期化することができる。
In addition, although this embodiment demonstrated the case where the piping 1 was reinforced, it is not restricted to this, For example, if it is a hollow member exposed to high temperature / high pressure, this invention is applicable.
Moreover, although this embodiment demonstrated the case where the existing piping 1 was reinforced, even if it is a case where reinforcement is given beforehand to the newly installed piping 1, the wire 20 like this embodiment is not limited. Winding can improve the strength and prolong the remaining life.
また、本実施形態では、ワイヤ２０を構成する金属繊維２２として、ＳＵＳ、インコネル、インバー繊維などを用いることとしたが、これに限らず、金属繊維であれば用いることができる。 In the present embodiment, SUS, Inconel, Invar fiber, or the like is used as the metal fiber 22 constituting the wire 20, but the present invention is not limited to this, and any metal fiber can be used.
また、本実施形態では、巻き付けたワイヤ２０の端部を覆うようにインバー繊維３０を巻き付けることとしたが、これに限らず、配管１よりも熱膨張率の低い繊維であればインバー繊維３０に代えて用いることができる。 In the present embodiment, the Invar fiber 30 is wound so as to cover the end portion of the wound wire 20. However, the present invention is not limited to this, and any fiber having a lower coefficient of thermal expansion than the pipe 1 may be used. It can be used instead.
また、本実施形態では、図２に示すように、３本の金属繊維２２をより合わせてなる繊維束２１を用いているが、これに限らず、２本又は４本以上の金属繊維２２をより合わせてなる繊維束２１を用いてもよい。また、本実施形態では、３本の繊維束２１をより合わせてなるワイヤ２０を用いているが２本又は４本以上の繊維束２１をより合わせてなるワイヤを用いてもよい。 Moreover, in this embodiment, as shown in FIG. 2, although the fiber bundle 21 formed by combining three metal fibers 22 is used, the present invention is not limited to this, and two or four or more metal fibers 22 are used. You may use the fiber bundle 21 formed more together. In the present embodiment, the wire 20 formed by combining the three fiber bundles 21 is used, but a wire formed by combining two or four or more fiber bundles 21 may be used.
さらに、図８（Ａ）に示すように、７本の金属繊維２２をより合わせてなるワイヤ１２０や、同図（Ｂ）に示すように、６本の金属繊維２２をより合わせてなるワイヤ２２０を巻き付けることとしてもよく、要するに、複数の金属繊維がより合わさってなるワイヤであれば用いることができる。
なお、このように複数の金属繊維をより合わせる場合や、上記のように繊維束をより合わせる場合には、可能な限り互いに隣接する３本の金属繊維又は繊維束の中心を結ぶと正三角形になるようにより合わせるとよく、さらに、これら金属繊維又は繊維束は全体を所定の角度回転させた場合に同一の断面形状となるように配置するとよい。かかる形状によれば、ワイヤを配管に巻きつける際にも断面形状が変形することがないため、各金属繊維に均一に応力が作用することとなり、金属繊維による補強効果を向上させることができる。
Further, as shown in FIG. 8 (A), a wire 120 formed by combining seven metal fibers 22 or a wire 220 formed by combining six metal fibers 22 as shown in FIG. 8 (B). In short, any wire that is a combination of a plurality of metal fibers can be used.
When a plurality of metal fibers are combined together as described above, or when a fiber bundle is combined as described above, an equilateral triangle is formed by connecting the centers of three metal fibers or fiber bundles adjacent to each other as much as possible. These metal fibers or fiber bundles may be arranged so as to have the same cross-sectional shape when the whole is rotated by a predetermined angle. According to such a shape, when the wire is wound around the pipe, the cross-sectional shape is not deformed, so that the stress acts uniformly on each metal fiber, and the reinforcing effect by the metal fiber can be improved.
１ 配管 １０ 補強構造
２０、１２０ ワイヤ ２１ 繊維束
２２ 金属繊維 ３０ インバー繊維
４１、４２ ボビン ４３ フィードアイ
DESCRIPTION OF SYMBOLS 1 Piping 10 Reinforcement structure 20, 120 Wire 21 Fiber bundle 22 Metal fiber 30 Invar fiber 41, 42 Bobbin 43 Feed eye
Claims (6)
前記中空の金属部材の周囲に巻き付けられた複数の金属繊維がより合わさってなるワイヤを備えることを特徴とする中空の金属部材の補強構造。 A structure that reinforces a hollow metal member,
A reinforcing structure for a hollow metal member, comprising a wire formed by combining a plurality of metal fibers wound around the hollow metal member.
前記中空の金属部材の周囲に金属繊維がより合わさってなるワイヤを巻き付けることを特徴とする中空の金属部材の補強方法。 A method of reinforcing a hollow metal member,
A method of reinforcing a hollow metal member, comprising winding a wire in which metal fibers are more combined around the hollow metal member.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013091915A (en) * | 2011-10-24 | 2013-05-16 | Chugoku Electric Power Co Inc:The | Structure and method for reinforcing hollow metallic member |
| JP2013096681A (en) * | 2011-11-04 | 2013-05-20 | Mitsubishi Heavy Ind Ltd | Reinforcement method and reinforcement structure of boiler tube |
| JP2014025493A (en) * | 2012-07-24 | 2014-02-06 | Chugoku Electric Power Co Inc:The | Reinforcing auxiliary implement of metal pipe line suffered from creep damage |
| JP2014114882A (en) * | 2012-12-10 | 2014-06-26 | Chugoku Electric Power Co Inc:The | Reinforcing method and reinforcing structure of metal pipeline suffering creep damage |
| WO2014118974A1 (en) | 2013-02-01 | 2014-08-07 | 中国電力株式会社 | Pipe-reinforcing implement |
| JP2015124949A (en) * | 2013-12-26 | 2015-07-06 | 三菱日立パワーシステムズ株式会社 | Boiler tube reinforcement fixture and boiler tube reinforcement method |
| JP6026711B1 (en) * | 2015-07-22 | 2016-11-16 | 中国電力株式会社 | Piping reinforcement device and piping reinforcement method |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013091915A (en) * | 2011-10-24 | 2013-05-16 | Chugoku Electric Power Co Inc:The | Structure and method for reinforcing hollow metallic member |
| JP2013096681A (en) * | 2011-11-04 | 2013-05-20 | Mitsubishi Heavy Ind Ltd | Reinforcement method and reinforcement structure of boiler tube |
| JP2014025493A (en) * | 2012-07-24 | 2014-02-06 | Chugoku Electric Power Co Inc:The | Reinforcing auxiliary implement of metal pipe line suffered from creep damage |
| JP2014114882A (en) * | 2012-12-10 | 2014-06-26 | Chugoku Electric Power Co Inc:The | Reinforcing method and reinforcing structure of metal pipeline suffering creep damage |
| WO2014118974A1 (en) | 2013-02-01 | 2014-08-07 | 中国電力株式会社 | Pipe-reinforcing implement |
| JP5579943B1 (en) * | 2013-02-01 | 2014-08-27 | 中国電力株式会社 | Reinforcing equipment for piping |
| CN104956138A (en) * | 2013-02-01 | 2015-09-30 | 中国电力株式会社 | Pipe-reinforcing implement |
| US9829144B2 (en) | 2013-02-01 | 2017-11-28 | The Chugoku Electric Power Co., Inc. | Pipe-reinforcing implement |
| JP2015124949A (en) * | 2013-12-26 | 2015-07-06 | 三菱日立パワーシステムズ株式会社 | Boiler tube reinforcement fixture and boiler tube reinforcement method |
| JP6026711B1 (en) * | 2015-07-22 | 2016-11-16 | 中国電力株式会社 | Piping reinforcement device and piping reinforcement method |
| WO2017013753A1 (en) * | 2015-07-22 | 2017-01-26 | 中国電力株式会社 | Pipe reinforcement device and pipe reinforcement method |
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