JP3186236U - Pipe end anti-corrosion joint - Google Patents

Pipe end anti-corrosion joint Download PDF

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JP3186236U
JP3186236U JP2013004036U JP2013004036U JP3186236U JP 3186236 U JP3186236 U JP 3186236U JP 2013004036 U JP2013004036 U JP 2013004036U JP 2013004036 U JP2013004036 U JP 2013004036U JP 3186236 U JP3186236 U JP 3186236U
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joint
joint member
pipe
pipe end
steel pipe
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恒 加藤
積 中田
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Proterial Ltd
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Hitachi Metals Ltd
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Abstract

【課題】内面ライニング鋼管を接続する際に管端の防食状態を目視により確認することができ、管端部の防食作業をより確実に行うことができる管端防食継手を提供する。
【解決手段】管端防食継手1は、内面ライニング鋼管Pの管端に防食部材4を介して装着される第1継手部材2と、第1継手部材2と密封状態で接続される第2継手部材3とを備える。内面ライニング鋼管Pは端部に第1継手部材2を装着した状態で、第1継手部材2と第2継手部材3を接続することで、第2継手部材3と接続される。
【選択図】図1
The present invention provides a pipe end anticorrosion joint capable of visually confirming the anticorrosion state of a pipe end when connecting an internally lined steel pipe and capable of performing the anticorrosion work of the pipe end more reliably.
A pipe end anti-corrosion joint 1 includes a first joint member 2 attached to a pipe end of an inner lining steel pipe P via a corrosion prevention member 4, and a second joint connected to the first joint member 2 in a sealed state. And a member 3. The inner lining steel pipe P is connected to the second joint member 3 by connecting the first joint member 2 and the second joint member 3 with the first joint member 2 attached to the end.
[Selection] Figure 1

Description

本考案は、光ファイバーケーブルなどの通信ケーブル、電力ケーブルなどの各種ケーブルを挿通させる、防食用のライニングが施されたライニング鋼管を接続する管継手に関する。   The present invention relates to a pipe joint for connecting a lining steel pipe having a corrosion-proof lining through which various cables such as a communication cable such as an optical fiber cable and a power cable are inserted.

従来から、図4に示すように光ファイバーケーブルなどの通信ケーブル、電力ケーブルなどの各種ケーブルを道路脇の地中に埋設して敷設することが行われている。その際、外部からの衝撃などからケーブルを保護するために、ケーブルは保護管内に挿通されて敷設される。保護管は、所定の間隔W(例えば100メートル〜数100メートル)ごとに設けられた作業用スペースであるハンドホールの間に複数本が連結されてコンクリートにより埋設される。保護管には鋼管や合成樹脂管などの各種管が使用されるが、大雨の際などにハンドホールから大量の水が保護管内に侵入することによる管の腐食を防ぐため、保護管に鋼管を使用する場合には鋼管の内面に合成樹脂層を有する内面ライニング鋼管が使用される。   Conventionally, as shown in FIG. 4, various cables such as a communication cable such as an optical fiber cable and a power cable are buried and laid in the ground beside a road. In that case, in order to protect a cable from the impact from the outside etc., a cable is penetrated and installed in a protection tube. A plurality of protective pipes are connected between hand holes, which are work spaces provided at predetermined intervals W (for example, 100 meters to several hundred meters), and are buried with concrete. Various pipes such as steel pipes and synthetic resin pipes are used as protective pipes. To prevent the pipes from corroding due to large amounts of water entering the protective pipes during heavy rains, use steel pipes. When used, an internally lined steel pipe having a synthetic resin layer on the internal surface of the steel pipe is used.

複数本の内面ライニング鋼管Pを長さがWになるように連結する場合、接続部における管端部の腐食を防止するために防食を行う必要がある。管端部の防食には一般に防食機能が付与された管端防食継手が使用される。内面ライニング鋼管用の管端防食継手には様々な構造のものがある。例えば、特許文献1には図5に示す鋼管用管継手10が記載されている。この鋼管用管継手10は、内径部に内面ライニング鋼管Pの雄ネジ部が螺合される雌ネジ部を有する継手本体11と、前記雌ネジ部に螺合されるストッパーリング12と、前記ストッパーリング12の内径側に装着され管端とストッパーリング12の間で圧縮される弾性シール材13とを備え、内面ライニング鋼管Pの端部で弾性シール材13を圧縮することで管端部をシールすることで防食が行われる。この管端防食継手によれば、弾性シール材13を一体に組み付けたストッパーリング12を継手本体11に螺合することができるので、弾性シール材13の組み付けを容易に行うことができる。また,この鋼管用管継手10によれば、ストッパーリング12の内径寸法を内面ライニング鋼管Pの内径寸法と略同一又は大きく設けることで、ストッパーリング12や弾性シール材13の管内径側への突出を小さくすることができるので、接続部の段差を小さく抑えてケーブルの挿通を容易に行うことができる。
このように、この管端防食継手10を使って正しい手順通りに接続作業を行った場合には、内面ライニング鋼管Pの管端防食を確実かつ容易に行うことができ、さらに接続部の段差も小さく抑えることができる。
When connecting a plurality of inner lining steel pipes P so as to have a length W, it is necessary to carry out anticorrosion in order to prevent corrosion of the pipe end portion at the connection part. In general, a pipe end anticorrosion joint provided with an anticorrosion function is used for anticorrosion of the pipe end. There are various types of pipe end anticorrosion joints for inner lining steel pipes. For example, Patent Literature 1 describes a pipe joint 10 for a steel pipe shown in FIG. The pipe joint 10 for a steel pipe includes a joint body 11 having a female threaded portion in which a male threaded portion of an inner lining steel pipe P is screwed into an inner diameter portion, a stopper ring 12 threaded into the female threaded portion, and the stopper An elastic sealing material 13 is provided on the inner diameter side of the ring 12 and compressed between the pipe end and the stopper ring 12, and the pipe end is sealed by compressing the elastic sealing material 13 at the end of the inner lining steel pipe P. By doing so, anticorrosion is performed. According to this pipe end anticorrosion joint, the stopper ring 12 integrally assembled with the elastic seal material 13 can be screwed into the joint main body 11, so that the elastic seal material 13 can be easily assembled. Moreover, according to this pipe joint 10 for steel pipes, the stopper ring 12 and the elastic seal material 13 protrude toward the pipe inner diameter side by providing the inner diameter dimension of the stopper ring 12 substantially the same as or larger than the inner diameter dimension of the inner lining steel pipe P. Therefore, it is possible to easily insert the cable while suppressing the level difference of the connecting portion.
As described above, when the pipe end anticorrosion joint 10 is used to perform connection work in accordance with the correct procedure, the pipe end anticorrosion of the inner lining steel pipe P can be reliably and easily performed, and further, the level difference of the connection portion can be reduced. It can be kept small.

特開2011−94704号公報JP 2011-94704 A

しかし、万一ストッパーリング12から弾性シール材13が脱落した状態で接続作業が行われたり、接続時に弾性シール材13がめくれたりすることにより弾性シール材13と管端との接触が不良の状態で接続作業が行われたとしても、接続箇所が継手の内部にあるために接続後に接続箇所の状態を外部から確認することができない。管端との接触が不良の状態のまま接続されると、内面ライニング鋼管Pの内部に塩化カルシムなどを含む雨水が浸入した場合に、管端に露出する金属層が水に曝されて腐食を開始し、金属層の腐食が進行すると内面ライニング鋼管Pの内面のライニング材が剥離しやすい状態になる。そうなると、各種ケーブルを新たに挿通する際や、不要となった各種ケーブルを引抜く際に、ケーブルがライニング材にひっかかりライニング材の剥離を増大させ、さらには剥離したライニング材で内面ライニング鋼管の内部を閉塞させるおそれもある。このようにライニング材が剥離すると各種ケーブルの挿通に支障をきたすことが起こり得る。したがって、この問題の原因となるライニング鋼管の端部金属層の腐食を未然に確実に防ぐために、本考案は、内面ライニング鋼管を接続する際に管端の防食状態を目視により確認することができ、管端部の防食作業をより確実に行うことができる管端防食継手を提供することを目的とする。   However, in the unlikely event that the elastic seal material 13 is removed from the stopper ring 12, the connection work is performed, or the elastic seal material 13 is turned over at the time of connection, so that the contact between the elastic seal material 13 and the pipe end is poor. Even if the connection work is performed, the connection location cannot be confirmed from the outside after connection because the connection location is inside the joint. If the connection with the pipe end is in a poor state, when rainwater containing calcium chloride or the like enters the inner lining steel pipe P, the metal layer exposed to the pipe end is exposed to water and corroded. When the corrosion of the metal layer proceeds, the lining material on the inner surface of the inner lining steel pipe P is easily peeled off. Then, when newly inserting various cables or pulling out various unnecessary cables, the cables get caught in the lining material and increase the separation of the lining material. May be blocked. When the lining material peels in this way, it may occur that the insertion of various cables is hindered. Therefore, in order to prevent corrosion of the end metal layer of the lining steel pipe that causes this problem, the present invention can visually check the corrosion prevention state of the pipe end when connecting the inner lining steel pipe. An object of the present invention is to provide a pipe end anticorrosion joint capable of performing the anticorrosion work of the pipe end more reliably.

上記の目的を達成するために、本考案の管端防食継手は、
内面ライニング鋼管の管端に防食部材を介して装着される第1継手部材と、
前記第1継手部材と密封状態で接続される第2継手部材とを備え、
前記内面ライニング鋼管は端部に前記第1継手部材を装着した状態で、前記第1継手部材と前記第2継手部材を接続することで、前記第2継手部材と接続されることを特徴とする。
In order to achieve the above object, the pipe end anticorrosion joint of the present invention is:
A first joint member attached to the pipe end of the inner lining steel pipe via a corrosion prevention member;
A second joint member connected in a sealed state with the first joint member;
The inner surface lining steel pipe is connected to the second joint member by connecting the first joint member and the second joint member in a state where the first joint member is attached to an end portion. .

また、本考案の管端防食継手において前記第1継手部材、及び前記第2継手部材は、いずれも合成樹脂材料で形成されていることが好ましい。   Moreover, in the pipe end anticorrosion joint of the present invention, it is preferable that both the first joint member and the second joint member are made of a synthetic resin material.

本考案の管端防食継手によれば、内面ライニング鋼管の管端部に防食部材を介して第1継手部材を装着し、その管端部が確実に防食された内面ライニング鋼管を、第1継手部材と第2継手部材とを接続することで、内面ライニング鋼管は第2継手部材に接続される。このように、まずライニング鋼管と第1継手部材の接続を確実に行って管端防食の状態や接続部の段差の状態を目視で確認して、次いで第1継手部材と第2継手部材の接続を行うことにより内面ラインング鋼管の管端防食接続を確実かつ容易に行うことができる。   According to the pipe end anti-corrosion joint of the present invention, the first joint member is attached to the pipe end of the inner lining steel pipe via the anti-corrosion member, and the inner lining steel pipe whose pipe end is securely prevented from corroding is connected to the first joint. By connecting the member and the second joint member, the inner lining steel pipe is connected to the second joint member. As described above, first, the connection between the lining steel pipe and the first joint member is surely performed, and the state of the pipe end anticorrosion and the stepped state of the connecting portion are visually confirmed, and then the connection between the first joint member and the second joint member is performed. By performing the above, the pipe end anticorrosion connection of the inner surface ringed steel pipe can be reliably and easily performed.

本考案の一の実施の形態に係る管端防食継手の半裁断面図である。It is a half section view of a pipe end anti-corrosion joint concerning one embodiment of the present invention. 本考案の一の実施の形態に係る管端防食継手の分解図である。It is an exploded view of a pipe end anticorrosion joint according to an embodiment of the present invention. 本考案の他の実施の形態に係る管端防食継手の半裁断面図であるである。It is a half-cut sectional view of the pipe end anti-corrosion joint according to another embodiment of the present invention. 本考案に係る管端防食継手の使用状態を示す模式図である。It is a schematic diagram which shows the use condition of the pipe end anti-corrosion joint which concerns on this invention. 従来技術を示す断面図である。It is sectional drawing which shows a prior art.

以下、図面を参照して本考案の一の実施の形態に係る管端防食継手について説明する。
(第1の実施の形態)
本発明の第1の実施の形態に係る管端防食継手1は、図1に示されるように、内面ライニング鋼管Pを連結する部材であり、第1継手部材2と、第2継手部材3と、内面ライニング鋼管Pの管端を防食する防食部材4とで構成されている。
Hereinafter, a pipe end anticorrosion joint according to an embodiment of the present invention will be described with reference to the drawings.
(First embodiment)
As shown in FIG. 1, the pipe end anticorrosion joint 1 according to the first embodiment of the present invention is a member for connecting the inner lining steel pipe P, and includes a first joint member 2, a second joint member 3, and the like. , And an anticorrosion member 4 for anticorrosion of the pipe end of the inner lining steel pipe P.

第1継手部材2は、内面ライニング鋼管Pの端部に形成された管雄ネジ部P1に螺合される第1雌ネジ部21と後述の第2継手部材に螺合される第1雄ネジ部22が形成された胴部23と、内面ライニング鋼管Pに螺合して管端部に装着された時に防食部材4を介して管端に突き当たる第1壁部24とを有する有底筒状の部材である。第1壁部24の内径寸法は、第1継手部材を内面ライニング鋼管Pの端部に装着したときに内面ライニング鋼管Pの内径側に突出して段差を生じることがないように、内面ライニング鋼管Pの内径寸法と同じか若干大きくなるように形成されている。   The first joint member 2 includes a first female screw portion 21 that is screwed to a pipe male screw portion P1 formed at an end portion of the inner surface lining steel pipe P, and a first male screw that is screwed to a second joint member described later. A bottomed cylindrical shape having a body portion 23 formed with a portion 22 and a first wall portion 24 that abuts against the pipe end via the anticorrosion member 4 when screwed into the inner lining steel pipe P and attached to the pipe end. It is a member. The inner diameter dimension of the first wall portion 24 is such that when the first joint member is attached to the end portion of the inner surface lining steel pipe P, the inner wall lining steel tube P does not protrude to the inner diameter side of the inner surface lining steel pipe P and cause a step. It is formed so as to be the same as or slightly larger than the inner diameter dimension.

第2継手部材3は、第1継手部材2に形成された第1雄ネジ部22がねじ込まれる第2雌ネジ部31と第1継手部材の端部が突き当たる第2壁部32とを有する筒状部材である。第2壁部32の内径寸法も第1壁部24と同様に内面ライニング鋼管Pの内径寸法と同じか若干大きくなるように形成されている。   The second joint member 3 includes a second female screw part 31 into which the first male screw part 22 formed in the first joint member 2 is screwed and a second wall part 32 against which an end of the first joint member abuts. It is a shaped member. Similarly to the first wall portion 24, the inner diameter size of the second wall portion 32 is formed to be the same as or slightly larger than the inner diameter size of the inner surface lining steel pipe P.

第1継手部材2と第2継手部材3は、少なくとも、接液する可能性のある第1壁部24、第2壁部32の内面は、内面ライニング鋼管Pと同様に耐食性が求められるので耐食性を有する材料で形成される。金属材料であれば、耐食性を有するステンレス鋼や接液部に樹脂被覆が施された鋼材を用い得る。また、金属材料よりも軽量で且つ製造の低コスト化を図ることが可能な例えば硬質塩化ビニルなどの合成樹脂材料を使用することもできる。   Since the first joint member 2 and the second joint member 3 are required to have corrosion resistance at least on the inner surfaces of the first wall portion 24 and the second wall portion 32 that may come into contact with the liquid as in the case of the inner surface lining steel pipe P, the corrosion resistance. It is formed with the material which has. As long as it is a metal material, stainless steel having corrosion resistance or a steel material in which a liquid contact portion is coated with a resin can be used. Further, it is also possible to use a synthetic resin material such as hard vinyl chloride which is lighter than a metal material and can be manufactured at a low cost.

次に管端防食継手1による内面ライニング鋼管Pの接続手順を、図2を参照して説明する。なお、本実施の形態の管端防食継手1は左右対称の構造を有しているので、一方の構造について説明し他方の説明は同一符号を付してその説明を省略する。まず、接続する内面ライニング鋼管Pの端部に管雄ネジ部P1を形成し、管雄ネジ部P1に第1継手部材2の第1雌ネジ部21を螺合させて第1継手部材2を内面ライニング鋼管Pの端部に装着する。この時、内面ライニング鋼管Pの端部と第1壁部24との間には防食部材4を介在させる。防食部材4は、内面ライニング鋼管Pと第1壁部の内径寸法と略同じか若干大きな内径寸法を有する円盤状の板状弾性体であり、管端部と第1壁部24の間で圧縮され、内面ライニング鋼管Pの端部をシールする。防食部材4の材質は、弾性と耐腐食性を備える弾性材料が使用され、例えば道路用の融雪剤として使用され内面ライニング鋼管の管端を腐食させる原因になる塩化カルシウムを含む水に対して耐食性を有するクロロプレンゴム(CR)やニトリルブタジエンゴム(NBR)などを用い得る。これにより、管端に露出する金属層の部分が防食される。この時、防食部材4が内面ライニング鋼管Pの内径側に突出することなく内面ライニング鋼管Pの端部に正しく装着されていることを第1壁部24の外側から目視により確認する。   Next, the connection procedure of the inner lining steel pipe P by the pipe end anticorrosion joint 1 will be described with reference to FIG. In addition, since the pipe end anticorrosion joint 1 of this Embodiment has a left-right symmetric structure, one structure is demonstrated and the other description attaches | subjects the same code | symbol and abbreviate | omits the description. First, a pipe male thread part P1 is formed at the end of the inner surface lining steel pipe P to be connected, and the first female thread part 21 of the first joint member 2 is screwed into the pipe male thread part P1 so that the first joint member 2 is Attach to the end of inner lining steel pipe P. At this time, the anticorrosion member 4 is interposed between the end portion of the inner surface lining steel pipe P and the first wall portion 24. The anticorrosion member 4 is a disk-like elastic plate having an inner diameter dimension substantially the same as or slightly larger than the inner diameter dimension of the inner lining steel pipe P and the first wall portion, and is compressed between the pipe end portion and the first wall portion 24. The end of the inner lining steel pipe P is sealed. The material of the anticorrosion member 4 is an elastic material having elasticity and corrosion resistance. For example, the anticorrosion member 4 is used as a snow melting agent for roads and is corrosion resistant to water containing calcium chloride which causes corrosion of the pipe end of the inner lining steel pipe. Chloroprene rubber (CR), nitrile butadiene rubber (NBR), etc. having the following can be used. As a result, the portion of the metal layer exposed at the tube end is protected against corrosion. At this time, it is visually confirmed from the outside of the first wall portion 24 that the anticorrosion member 4 is correctly attached to the end portion of the inner surface lining steel pipe P without protruding toward the inner diameter side of the inner surface lining steel pipe P.

次いで、第2継手部材3の第2雌ネジ部31に、第1継手部材に形成された第1雄ネジ部22を螺合させて、第2継手部材3と内面ライニング鋼管Pを接続する。内面ライニング鋼管Pは第1継手部材2の端面が第2壁部32に突き当たるまでねじ込まれる。このように、内面ライニング鋼管Pは管端部に第1継手部材を装着することにより予め防食され、それを確実に目視により確認した上で第2継手部材に接続されるので、管端防食の信頼性の高い内面ライニング鋼管Pの接続が実現できる。   Next, the first male screw portion 22 formed on the first joint member is screwed into the second female screw portion 31 of the second joint member 3 to connect the second joint member 3 and the inner surface lining steel pipe P. The inner lining steel pipe P is screwed in until the end surface of the first joint member 2 abuts against the second wall portion 32. In this way, the inner-lined steel pipe P is protected in advance by attaching the first joint member to the pipe end portion, and is connected to the second joint member after confirming it by visual observation. Reliable connection of the inner lining steel pipe P can be realized.

次いで、図1に示すように内面ライニング鋼管Pと第2継手部材3の接続箇所を水密用のシール部材5によりシールする。これにより、第1継手部材2と第2継手部材は密封状態で接続され、水などが外部から接続箇所に侵入することが防止される。シール部材5としては例えばブチルゴム製の配管用ブチルテープなどを用い得る。   Next, as shown in FIG. 1, the connection portion between the inner lining steel pipe P and the second joint member 3 is sealed by a watertight seal member 5. Thereby, the 1st coupling member 2 and the 2nd coupling member are connected in the sealed state, and it is prevented that water etc. penetrate | invade into a connection location from the exterior. As the sealing member 5, for example, a butyl tape for piping made of butyl rubber can be used.

(第2の実施の形態)
また、本考案の管端防食継手は、図3に示す管端防食継手1’のように、一方(図中左側)の内面ライニング鋼管Pの接続は図1,2の管端防食継手1と同様に、第1継手部材2と第2継手部材3’による接続構造とし、他方(右側)の内面ライニング鋼管Pの接続は管雄ネジ部P1と第2継手部材3’とを直接螺合する構造にすることもできる。第2継手部材3’の他方側(図中右側)には、内径部に管雄ネジ部P1が螺合される第2雌ネジ部31’が設けられ、第2雌ネジ部31’の奥には内面ライニング鋼管Pが防食部材4を介して突き当たる第2壁部32’が形成される。また、この管端防食継手1’においても、内面ライニング鋼管Pと第2継手部材との接続箇所はシール部材5でシールされるこの管端防食継手1’によれば、第第1の実施の形態の管端防食継手1と同様に、第1継手部材、第2継手部材の端部から目視により管端防食の状態や接続部の段差の状態を目視で確認することができるので、内面ラインング鋼管の管端防食接続を確実かつ容易に行うことができる。さらに、管端防食継手1’は、他方側の内面ライニング鋼管Pは第2継手部材3’に直接螺合されるので、図1の管端防食継手1よりも少ない部品数で左右の内面ライニング鋼管Pの管端防食接続を行うことができる。
(Second Embodiment)
Moreover, the pipe end anticorrosion joint of the present invention is connected to the inner end lining steel pipe P (left side in the figure) of the pipe end anticorrosion joint 1 'shown in FIG. Similarly, a connection structure is formed by the first joint member 2 and the second joint member 3 ′, and the other (right side) inner lining steel pipe P is connected by directly screwing the pipe male thread portion P1 and the second joint member 3 ′. It can also be structured. On the other side (right side in the drawing) of the second joint member 3 ′, a second female screw portion 31 ′ into which the pipe male screw portion P1 is screwed is provided on the inner diameter portion, and the inner side of the second female screw portion 31 ′ is provided. Is formed with a second wall portion 32 ′ against which the inner lining steel pipe P abuts via the anticorrosion member 4. Moreover, also in this pipe end anticorrosion joint 1 ', according to this pipe end anticorrosion joint 1' in which the connection part of the inner lining steel pipe P and the second joint member is sealed by the seal member 5, the first embodiment is implemented. As with the pipe end anticorrosive joint 1 of the embodiment, the pipe end anticorrosion state and the stepped state of the connecting portion can be visually confirmed from the end portions of the first joint member and the second joint member, so that the inner surface ringing The pipe end anticorrosion connection of the steel pipe can be reliably and easily performed. Further, since the pipe end anticorrosion joint 1 'is directly screwed into the second joint member 3' on the other inner lining steel pipe P, the left and right inner linings are formed with fewer parts than the pipe end anticorrosion joint 1 shown in FIG. The pipe end anticorrosion connection of the steel pipe P can be performed.

P:内面ライニング鋼管、P1:管雄ネジ部
1、1’:管端防食継手、10:鋼管用管継手
2:第1継手部材
21:第1雌ネジ部、22:第1雄ネジ部、23:胴部、24:第1壁部
3、3’:第2継手部材
31、31’:第2雌ネジ部、32、32’:第2壁部
4:防食部材
5:シール部材
11:継手本体
12:ストッパーリング
13:弾性シール材
P: inner lining steel pipe, P1: pipe male thread part 1, 1 ': pipe end anticorrosion joint, 10: pipe joint for steel pipe 2: first joint member 21: first female thread part, 22: first male thread part, 23: trunk part, 24: first wall part 3, 3 ′: second joint member 31, 31 ′: second female thread part, 32, 32 ′: second wall part 4: anticorrosion member 5: seal member 11: Joint body 12: Stopper ring 13: Elastic seal material

Claims (2)

内面ライニング鋼管の管端に防食部材を介して装着される第1継手部材と、
前記第1継手部材と密封状態で接続される第2継手部材とを備え、
前記内面ライニング鋼管は、端部に前記第1継手部材を装着した状態で前記第1継手部材と前記第2継手部材を接続することで、前記第2継手部材と接続されることを特徴とする管端防食継手。
A first joint member attached to the pipe end of the inner lining steel pipe via a corrosion prevention member;
A second joint member connected in a sealed state with the first joint member;
The inner surface lining steel pipe is connected to the second joint member by connecting the first joint member and the second joint member in a state where the first joint member is attached to an end portion. Pipe end anticorrosion joint.
前記第1継手部材及び前記第2継手部材は、いずれも合成樹脂材料で形成されていることを特徴とする請求項1に記載の管端防食継手。
The pipe end anticorrosion joint according to claim 1, wherein the first joint member and the second joint member are both formed of a synthetic resin material.
JP2013004036U 2013-07-12 2013-07-12 Pipe end anti-corrosion joint Expired - Lifetime JP3186236U (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013004036U JP3186236U (en) 2013-07-12 2013-07-12 Pipe end anti-corrosion joint

Publications (1)

Publication Number Publication Date
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Family

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Application Number Title Priority Date Filing Date
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