JPS63168234A - Tubular body connection method - Google Patents

Tubular body connection method

Info

Publication number
JPS63168234A
JPS63168234A JP31160686A JP31160686A JPS63168234A JP S63168234 A JPS63168234 A JP S63168234A JP 31160686 A JP31160686 A JP 31160686A JP 31160686 A JP31160686 A JP 31160686A JP S63168234 A JPS63168234 A JP S63168234A
Authority
JP
Japan
Prior art keywords
elbow
pipe
tube
die
connection
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
JP31160686A
Other languages
Japanese (ja)
Inventor
Seiji Hattori
服部 清治
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.)
Daido Steel Co Ltd
Original Assignee
Daido Steel Co Ltd
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 Daido Steel Co Ltd filed Critical Daido Steel Co Ltd
Priority to JP31160686A priority Critical patent/JPS63168234A/en
Publication of JPS63168234A publication Critical patent/JPS63168234A/en
Pending legal-status Critical Current

Links

Landscapes

  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)

Abstract

PURPOSE:To save a labor by reducing the executing man/hour at connection time by giving a mechanical force by outer-inserting the connection pipe forming the excess metal part plastically deformable the pipe end part of the tubular body to be connected. CONSTITUTION:The elbow 3 having the pipe end part whose diameter is expanded to the inner bore about equal to the outer bore dimension of a tubular body 2 is outer-inserted with its adhesion to the pipe end part of both steel pipes 2, 2 in an equal bore. Plural excess metal parts 3a of annular projections in rectangular section projecting to the external part in the radial direction are formed on the outer periphery close to both end parts of this elbow 3, which is composed of a plastically deformable material. For instance the die 4 of a split die is located so that its tapered face 4a may approach to the excess metal part 3a and a anchor 7 is stationarily located in the zone transferring to the diameter expanding part of the elbow 3 to forcibly move the die 4 in the axial direction by a driving means. As a result the plastic deformation to the inner part in the radial direction is caused on the corresponding part to the excess metal part 3a of a thin tubular body 2 as well according to the excess metal part 3a being deformed to the inner part in the radial direction and the part 3 is adhesively bitten to the deformed part of the tubular body 2.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は管体の接続方法に関し、更に詳細には、殊に
ステンレス鋼管の如き薄肉の金属管体を。
DETAILED DESCRIPTION OF THE INVENTION FIELD OF INDUSTRIAL APPLICATION This invention relates to a method for connecting tubes, and more particularly to thin-walled metal tubes such as stainless steel tubes.

エルボやT字管その他U字管等の中間接続管を介して相
互に接続するに際し、施工の省力化と低コスト化とが図
られ、しかも高い接続強度と接続部分の密着性とが得ら
れる接続方法に関するものである。
When interconnecting pipes through intermediate connecting pipes such as elbows, T-shaped pipes, and U-shaped pipes, construction labor and costs can be reduced, and high connection strength and adhesion of the connected parts can be achieved. This relates to the connection method.

従来技術 マンションやオフィスビル等の高層建造物での冷暖房設
備、給湯設備や水洗便所等の水廻り施設に使用される給
排水管の接続には、各種の継手工法が実施されている。
BACKGROUND OF THE INVENTION Various joint construction methods are used to connect water supply and drainage pipes used in water facilities such as air conditioning equipment, hot water supply equipment, and flush toilets in high-rise buildings such as condominiums and office buildings.

ところでコンクリート等の構造材を使用する建造物では
、それ自体の耐久寿命は一般に40〜60年に及ぶが、
これに使用される給排水管の耐用年数は15年程度であ
る。このため建造物の1ライフサイクルに対して、配管
施設は3〜4回程度の配管替えが必要となっている。
By the way, buildings using structural materials such as concrete generally have a durable lifespan of 40 to 60 years.
The service life of the water supply and drainage pipes used for this is about 15 years. For this reason, piping facilities need to be replaced about three to four times per one life cycle of a building.

このような給排水管の敷設に伴う管体接続は、その殆ん
どが工事現場での作業となるため、工期短縮の要請から
迅速な作業性および取扱容易性が求められる。また従来
の配管自体の寿命が前述した如き実態にあることから、
最近では建築の当初より、コストは割高になっても耐久
性に優れたステンレス等の材質を選定使用すると共に、
配管施工が容易で管体接続後の水密性の優れた接続工法
の見直しが図られる気運にある。
Most of the pipe connections associated with the installation of such water supply and drainage pipes are performed at the construction site, so rapid workability and ease of handling are required in order to shorten the construction period. In addition, since the lifespan of conventional piping itself is as described above,
Recently, from the beginning of construction, we have selected and used materials such as stainless steel, which have excellent durability even though they are more expensive.
There is a trend toward reconsidering the connection method, which makes piping construction easier and provides better watertightness after pipe connection.

これに関連して、従来の給排水管における材質の変遷を
簡単に考察すると、かっては厚肉の亜鉛メッキ鋼管が、
錆び難くて安価であり、管端部外周にねじ切りを施して
接続管体状のナツトを螺挿することにより簡便に接続し
得るという理由から。
In this regard, if we briefly consider the changes in materials used in conventional water supply and drainage pipes, we can see that in the past, thick-walled galvanized steel pipes
This is because it is rust-resistant, inexpensive, and can be easily connected by threading the outer periphery of the tube end and screwing in a connecting tube-shaped nut.

鉛管や鋼管に代わって広く使用された。しかし亜鉛メッ
キ鋼管は、近時の水質悪化により亜鉛が溶出したり、鋼
管露出部の腐蝕が激しい等の欠点が顕在化して、その後
は硬質塩化ビニルライニング鋼管の如き耐蝕性に優れた
管材の使用に殆ど移行した。この鋼管は外層に肉厚の鋼
管を使用し、内層に塩化ビニルのライニングを施した複
合管であって、優れた耐蝕性と機械的強度とを備えてい
る。
Widely used in place of lead pipes and steel pipes. However, due to the recent deterioration in water quality, galvanized steel pipes have been found to have disadvantages such as zinc leaching and severe corrosion in the exposed parts of the steel pipes. Most of it has moved to . This steel pipe is a composite pipe that uses a thick steel pipe for the outer layer and is lined with vinyl chloride for the inner layer, and has excellent corrosion resistance and mechanical strength.

その接続は接続管体状ナツトによるねじ接合が大部分で
ある。
Most of the connections are threaded connections using connecting tubular nuts.

更に近年では、既に各種プラントにおける配管材料とし
て高い信頼性と実績とを有する薄肉ステンレス鋼管が、
殊に給水、給湯用の建物内配管材として使用され始めて
いる。このステンレス鋼管は、その購入価格は他の管材
に比して嵩むものの、耐蝕性が抜きんでているため、最
近では日本水道協会規格も制定されて、その普及が拡大
する気運にある。また給配水管の接続個所としては、建
物のコーナ一部や複数の分岐供給系等において、エルボ
やT字管その他U字管等の接続管を介して管体相互の接
続がなされる場合が増大している。
Furthermore, in recent years, thin-walled stainless steel pipes, which already have a high reliability and track record as piping materials in various plants, have become popular.
In particular, it has begun to be used as a piping material in buildings for water and hot water supply. Although the purchase price of this stainless steel pipe is higher than that of other pipe materials, its corrosion resistance is outstanding, and the Japan Water Works Association standards have recently been established, and its use is likely to increase. In addition, water supply and distribution pipes may be connected to each other through connecting pipes such as elbows, T-shaped pipes, or U-shaped pipes at some corners of buildings or in multiple branch supply systems. It is increasing.

発明が解決しようとする問題点 前述の如く、近年その使用が普及傾向にある薄肉ステン
レス鋼管では、その管体相互を前述した建物のコーナ一
部や複数の分岐供給系で接続する手段として、以下の継
手方式が知られている0例えば第15図に示す半田式で
は、接続管としてのエルボ1の画成径拡大端部に、夫々
接続すべきステンレス鋼管2の端部を差込んで、半田付
けするものである。また第16図(a)に示すプレス式
は。
Problems to be Solved by the Invention As mentioned above, the use of thin-walled stainless steel pipes has become popular in recent years. For example, in the solder type shown in FIG. 15, the ends of the stainless steel pipes 2 to be connected are inserted into the enlarged diameter ends of the elbows 1 as connection pipes, and soldered. It is something to attach. Moreover, the press type shown in FIG. 16(a) is as follows.

外周アール部に0リング9を嵌入してなるエルボ1の管
端拡開部に管体2を差込み、専用のプレス工具により第
16図(b)に示す如く締付けて1図中Aの部分でのr
かしめ」を行なうことにより管体の接続を実施するもの
である。しかし前者の工法では、一般に困難なステンレ
スの半田付けに熟練を要し、しかも特殊なブランクスを
必要として時間と手間が掛かるので一般的でない、また
後者の工法では、エルボ1に0リング9を嵌入しておく
必要があり、加えて専用工具が高価になる等の欠点があ
る。
Insert the tube body 2 into the expanded tube end of the elbow 1, which is formed by fitting the O-ring 9 into the outer radiused portion, and tighten it using a special press tool as shown in FIG. 16(b). no r
The pipes are connected by caulking. However, the former method requires skill in soldering stainless steel, which is generally difficult, and requires special blanks, which takes time and effort, so it is not common. In addition, there are disadvantages such as the need for expensive specialized tools.

更に接続部に接続管体を外挿し、これを袋ナツトにより
締付ける圧縮式も提案されているが、これは単価が上昇
して一般的でない。
Furthermore, a compression method has been proposed in which a connecting tube is inserted into the connecting portion and tightened with a cap nut, but this method increases the unit cost and is not common.

発明の目的 本発明は、殊にステンレス鋼管に代表される薄肉金属鋼
管相互を、エルボやT字管等の接続管を介して接続する
際の前記欠点に鑑み、これを好適に解決するべく提案さ
れたものであって、接続時の施工工程数が低減されて、
省力化と低コスト化とが図られ、しかも施工後の接続強
度および接続部分の気密性が充分確保される新規な接続
方法を提供することを目的とする。
Purpose of the Invention The present invention has been proposed in order to suitably solve the above-mentioned drawbacks when connecting thin-walled metal steel pipes, particularly stainless steel pipes, through connecting pipes such as elbows and T-shaped pipes. The number of construction steps at the time of connection is reduced,
It is an object of the present invention to provide a new connection method that saves labor and costs, and also ensures sufficient connection strength and airtightness of the connection part after construction.

問題点を解決するための手段 前記の問題点を克服し、所期の目的を達成するため本発
明は、接続すべき管体の管端部に、開口端部付近の周面
に塑性変形可能な余肉部を形成してなる接続管を外挿し
、次いで前記接続管の余肉部に機械力を付与することに
よって該余肉部を半径方向内方に変形させ、これにより
接続すべき管体の前記余肉部に対応する外周面を半径方
向内方に変形させて、前記管体を接続管を介して接続す
ることを特徴とする。
Means for Solving the Problems In order to overcome the above-mentioned problems and achieve the intended purpose, the present invention provides a system that allows plastic deformation of the circumferential surface near the open end of the pipe end of the pipe body to be connected. A connecting pipe formed with a thick extra wall is inserted, and then a mechanical force is applied to the extra thick part of the connecting pipe to deform the extra wall inward in the radial direction, whereby the pipe to be connected is It is characterized in that the outer circumferential surface corresponding to the extra flesh portion of the body is deformed inward in the radial direction, and the tube bodies are connected via a connecting tube.

実施例 次に本発明に係る管体接続方法につき、好適な実施例を
挙げて、添付図面を参照しながら以下説明する。なお相
互に接続されるべき2本の管体としては、前述した薄肉
のステンレス鋼管が好適な接続対象となるが、これ以外
であっても、塑性変形可能な金属管体であれば、薄肉お
よび厚肉何れの管体であっても本発明の実施対象となる
ものである。
Embodiments Next, the method for connecting tubes according to the present invention will be described below with reference to preferred embodiments and the accompanying drawings. As for the two pipes to be connected to each other, the thin-walled stainless steel pipes mentioned above are suitable for connection, but any other metal pipes that can be plastically deformed can be used. The present invention is applicable to any thick-walled tube.

第1図および第2図において、2本の薄肉ステンレス鋼
管2,2を、90°の角度を付して接続する場合につき
説明する0図示の等径の両鋼管2,2の管端部には、該
管体2の外径寸法と略等しい内径に直径拡大された管端
部を有するエルボ3が、密着外挿される。このエルボ3
は1図示の如くその両端部近傍の外周に、半径方向外方
に突出する断面角形の環状突条からなる余肉部3aが、
複数本形成されている。なお該エルボ3の材質は、塑性
変形可能で、かつ耐蝕性や機械的強度に優れた金属であ
れば、殊に限定されるものではない、但し管体2と異な
る金属の場合1組合せによっては電蝕を生じて耐久性や
水密性が経時的に低下するので、管体2を構成する金属
と同種の金属により該エルボ3を構成するのが好適であ
る。
1 and 2, the case where two thin-walled stainless steel pipes 2, 2 are connected at an angle of 90° is explained. An elbow 3 having a tube end whose diameter is enlarged to an inner diameter substantially equal to the outer diameter of the tube body 2 is tightly inserted. This elbow 3
As shown in FIG. 1, on the outer periphery near both ends thereof, there is an extra wall portion 3a consisting of an annular protrusion with a rectangular cross section that protrudes outward in the radial direction.
Multiple pieces are formed. The material of the elbow 3 is not particularly limited as long as it is a metal that can be plastically deformed and has excellent corrosion resistance and mechanical strength. However, in the case of a metal different from that of the tube body 2, depending on the combination Since durability and watertightness deteriorate over time due to electrolytic corrosion, it is preferable that the elbow 3 is made of the same type of metal as the metal that constitutes the tube body 2.

このようにエルボ3を両管体2,2に外挿した状態にお
いて、例えば夫々2つの半体に分割可能な割型からなる
ダイス4を1図示の如く一方の管体2の外周に配設する
。このダイス4の解放端部にはラッパ状のテーパ面4a
が形成されている。なおテーパ面4aの寸法は、前記エ
ルボ3に形成した前記余肉部3aを半径方向内方に変形
させてのみ、該余肉部の通過を許容し得る値に設定しで
ある。
In this state that the elbow 3 is inserted into both tube bodies 2, 2, a die 4 made of a split mold that can be divided into two halves, for example, is placed around the outer periphery of one tube body 2 as shown in the figure. do. The open end of the die 4 has a trumpet-shaped tapered surface 4a.
is formed. Note that the dimensions of the tapered surface 4a are set to a value that allows the excess thickness 3a formed in the elbow 3 to pass through only by deforming the excess thickness 3a inward in the radial direction.

前記ダイス4を、そのテーパ面4aがエルボ3の対応の
余肉部3aに近接するよう位置させると共に、該エルボ
3の直径拡大部に移行する領域にアンカー7を固定的に
位置させ1次いで油圧等の駆動手段(図示せず)により
ダイス4を駆動して。
The die 4 is positioned so that its tapered surface 4a is close to the corresponding extra wall portion 3a of the elbow 3, and the anchor 7 is fixedly positioned in the area transitioning to the enlarged diameter portion of the elbow 3. The dice 4 are driven by a driving means (not shown) such as the like.

第1図の矢印に示す軸方向に強制移動させる。これによ
りダイス4は、そのテーパ面4aにおいて前記エルボ3
の余肉部3aを軸方向にしごき、この結果として当該余
肉部3aは、第2図に示すように半径方向内方に変形す
る。
It is forcibly moved in the axial direction shown by the arrow in FIG. As a result, the die 4 has the elbow 3 on its tapered surface 4a.
As a result, the excess thickness 3a is deformed inward in the radial direction as shown in FIG.

このように余肉部3aが半径方向の内方に変形すること
に伴い、薄肉の管体2も該余肉部3aとの対応部分にお
いて半径方向内方への塑性変形を生ずる。このため余肉
部3aの変形部分が、管体2の変形部分に密着的に喰い
込むことになり、前記エルボ3による両管体2,2の確
実な接続が達成される。続いて他方の管体2とエルボ3
との接続も、第2図に示す如く全く同一の手順で実施さ
れる。
As the extra wall portion 3a deforms inward in the radial direction, the thin tube 2 also undergoes plastic deformation inward in the radial direction at a portion corresponding to the extra wall portion 3a. For this reason, the deformed portion of the extra wall portion 3a bites tightly into the deformed portion of the tube body 2, and a reliable connection between the two tube bodies 2, 2 by the elbow 3 is achieved. Next, the other pipe body 2 and elbow 3
The connection with is also carried out in exactly the same procedure as shown in FIG.

次に第3図および第4図に示す実施例は、接続管として
丁字管を使用する場合を示すものである。
Next, the embodiment shown in FIGS. 3 and 4 shows a case where a T-shaped pipe is used as the connecting pipe.

但し丁字管3の余肉部3aは、周面から半径方向外方に
突出する複数の環状突条(リブ)で形成され、この環状
突条の凹部3b中に鋼製のリング5が嵌スされている。
However, the extra wall portion 3a of the T-shaped tube 3 is formed of a plurality of annular protrusions (ribs) that protrude radially outward from the circumferential surface, and a steel ring 5 is fitted into the recess 3b of the annular protrusion. has been done.

この実施例の場合も、前述の構成に係るダイス4を、そ
のテーパ面4aが丁字管3の対応の余肉部3aに近接す
るよう位置させると共に、該丁字管3の直径拡大部に移
行する領域にアンカー7を固定的に位置させる。そして
油圧等の駆動手段によりダイス4を駆動して、第3図の
矢印に示す軸方向に強制移動させる。これにより丁字管
3の余肉部3aに軸方向の機械的なしごきを付与し、該
余肉部3aを半径方向内方に塑性変形させ、管体゛2を
対応的に変形させて該丁字管3による接続を行なう、こ
の場合、鋼製リング5を使用しているので、喰い込み性
が良好になり、水密性、気密性が更に向上する。なお引
き続いて他方の管体2と丁字管3との接続も、第4図に
示す如く全く同一の手順で実施される。
In the case of this embodiment as well, the die 4 having the above-mentioned configuration is positioned so that its tapered surface 4a is close to the corresponding extra wall portion 3a of the T-shaped tube 3, and the die 4 is moved to the enlarged diameter portion of the T-shaped tube 3. The anchor 7 is fixedly positioned in the area. Then, the die 4 is driven by a driving means such as hydraulic pressure, and is forcibly moved in the axial direction shown by the arrow in FIG. This applies mechanical stress in the axial direction to the extra wall portion 3a of the T-shaped tube 3, plastically deforms the extra wall portion 3a inward in the radial direction, and correspondingly deforms the tube body 2 to form the T-shaped tube. In this case, since the steel ring 5 is used for connection by the pipe 3, the biting property is improved and the watertightness and airtightness are further improved. Incidentally, the connection between the other tube body 2 and the T-shaped tube 3 is also performed in exactly the same manner as shown in FIG. 4.

第5図および第6図に示す実施例では、接続管となるエ
ルボ3の各端部外周はアール状のリム加工が施してあり
、このリム部が余肉部3aとして機能するようになって
いる。この場合もダイス4のテーパ面4aを、エルボ3
の対応の余肉部3aに近接位置させると共に、該エルボ
3の直径拡大部に移行する領域にアンカー7を固定位置
させ、ダイス4をアンカー7に向けて強制移動させるこ
とにより、エルボ3の余肉部3aに軸方向のしごきを付
与する。これにより管体2の対応部が環状凹溝の形状に
変形し、エルボ3と管体2との確実な接続が達成される
。なお図示例では金属製リング5がこのリム部に嵌挿し
であるが、これは必ずしも要件ではない。これも引き続
いて、他方の管体2と丁字管3との接続を、第6図に示
す如く全く同一の手順で実施する。
In the embodiment shown in FIGS. 5 and 6, the outer periphery of each end of the elbow 3 serving as a connecting pipe is rounded with a rounded rim, and this rim portion functions as an extra wall portion 3a. There is. In this case as well, the tapered surface 4a of the die 4 is
By positioning the anchor 7 close to the corresponding surplus portion 3a of the elbow 3, fixing the anchor 7 in the area transitioning to the enlarged diameter portion of the elbow 3, and forcibly moving the die 4 toward the anchor 7, the surplus of the elbow 3 is removed. The flesh portion 3a is given axial straining. As a result, the corresponding portion of the tube body 2 is deformed into the shape of an annular groove, and a reliable connection between the elbow 3 and the tube body 2 is achieved. In the illustrated example, the metal ring 5 is inserted into this rim portion, but this is not necessarily a requirement. Subsequently, the other tube body 2 and the T-shaped tube 3 are connected in exactly the same procedure as shown in FIG.

第7図および第8図は、接続管となるエルボ3の各管端
部に、解放端に向けて傾斜するテーパ面からなる肉厚の
余肉部3a(縦断面において横形をなす)が形成されて
いる。そしてダイス4を押圧移動する手段として、エル
ボ3の外周に端切した雌ねじにねじ込んだナツト6が使
用され、またエルボ3を固定保持する手段として、2つ
の半体に分割可能なアンカー7が挟圧配置しである。こ
の状態で、前記ナツト6を回転させ、ダイス4を矢印方
向に強制的に推進させれば、前記余肉部3aはダイス4
により規制されて半径方向外方への逃げ場を失い、従っ
て第8図に示すように半径方向内方に変形することにな
る。
FIGS. 7 and 8 show that a thick extra wall portion 3a (horizontal in longitudinal section) consisting of a tapered surface that slopes toward the open end is formed at each end of the elbow 3 serving as a connecting pipe. has been done. A nut 6 screwed into a female thread cut on the outer periphery of the elbow 3 is used as a means for pressing and moving the die 4, and an anchor 7 that can be divided into two halves is used as a means for fixing the elbow 3. It is a pressure arrangement. In this state, if the nut 6 is rotated and the die 4 is forcibly propelled in the direction of the arrow, the excess wall portion 3a will be removed from the die 4.
It is restricted by this and loses a place to escape in the radial direction, and therefore deforms inward in the radial direction as shown in FIG.

なお本件では、エルボ3の内周面中央に半径方向内方に
突出する環状突出部3cを設け、これに各管体2の管端
部を当接させるようになっているが、これは必ずしも要
件ではない。これも引き続いて、他方の管体2と丁字管
3との接続を、第8図に示す如く全く同一の手順で実施
する。
In this case, an annular protrusion 3c that protrudes radially inward is provided at the center of the inner peripheral surface of the elbow 3, and the pipe end of each tube body 2 is brought into contact with this, but this is not necessarily the case. It's not a requirement. Subsequently, the other tube body 2 and the T-shaped tube 3 are connected in exactly the same manner as shown in FIG.

第9図および第10図は更に別の実施例を示すものであ
って、接続管としてのエルボ3の両端部にアール部から
なる余肉部3aが夫々形成されている。またエルボ3の
直径拡大部に移行する領域に、図示の如く反力を受ける
ためのアンカー7を着脱自在に固定すると共に、前記ダ
イス4をエルボ3の拡大移行領域および余肉部3aを外
れた位置にセットする0次いで前記ダイス4を油圧シリ
ンダ等の手段により駆動して、このアンカー7から離間
させる方向に強制的に移動させることによって、エルボ
3の一方の余肉部3aが軸方向にしごかれる。これによ
り第10図の右側に示すように、前記余肉部3aが半径
方向の内方に変形し。
FIGS. 9 and 10 show still another embodiment, in which extra wall portions 3a consisting of rounded portions are formed at both ends of an elbow 3 serving as a connecting pipe. In addition, an anchor 7 for receiving a reaction force is detachably fixed to the region of the elbow 3 that transitions to the enlarged diameter portion as shown in the figure, and the die 4 is removed from the enlarged transition region of the elbow 3 and the surplus portion 3a. Next, the die 4 is driven by a means such as a hydraulic cylinder to forcibly move it in a direction away from the anchor 7, so that the surplus portion 3a of one side of the elbow 3 is moved in the axial direction. It will be destroyed. As a result, the extra wall portion 3a is deformed inward in the radial direction, as shown on the right side of FIG.

管体2も該余肉部3aとの対応部分において半径方向内
方への塑性変形を生じて、一方の管体2とエルボ3との
接続がなされる。続いて他方の管体2とエルボ3との接
続も、第10図に示す如く全く同一の手順で実施される
The tubular body 2 also undergoes plastic deformation inward in the radial direction at a portion corresponding to the extra wall portion 3a, and one of the tubular bodies 2 and the elbow 3 are connected. Subsequently, the connection between the other pipe body 2 and the elbow 3 is carried out in exactly the same procedure as shown in FIG.

第11図および第12図は、本発明の別実施例を示すも
のであって、エルボ3の基本形状は第9図に示すものと
同一である。但しダイス4は、エルボ3の余肉部3aを
外れた開口端部近傍にセットしである。また反力を受け
るアンカー7は、エルボ3の直径拡大部に移行する領域
に1着脱自在に固定される。この状態で、前記ダイス4
を油圧シリンダ等の手段により駆動して、アンカー7に
近接させる方向に強制的に移動させることによって、エ
ルボ3の一方の余肉部3aが軸方向にしごかれる。これ
により第12図の右側に示すように。
11 and 12 show another embodiment of the present invention, and the basic shape of the elbow 3 is the same as that shown in FIG. 9. However, the die 4 is set in the vicinity of the opening end of the elbow 3 outside the excess wall portion 3a. Further, the anchor 7 that receives the reaction force is detachably fixed to the region of the elbow 3 that transitions to the enlarged diameter portion. In this state, the dice 4
is driven by a means such as a hydraulic cylinder to forcibly move it in the direction of approaching the anchor 7, thereby squeezing the excess wall portion 3a of one side of the elbow 3 in the axial direction. As a result, as shown on the right side of FIG.

前記余肉部3aが半径方向の内方に変形し、管体2も該
余肉部3aとの対応部分において半径方向内方への塑性
変形を生じて、一方の管体2とエルボ3との接続がなさ
れる。他方の管体2とエルボ3との接続も、第12図に
示す如く全く同一の手順で実施される。
The extra-thickness portion 3a deforms inward in the radial direction, and the tubular body 2 also undergoes plastic deformation inward in the radial direction at a portion corresponding to the extra-thickness portion 3a, causing one of the tubular bodies 2 and the elbow 3 to deform. connection is made. The connection between the other pipe body 2 and the elbow 3 is also carried out in exactly the same procedure as shown in FIG.

第13図および第14図は1本発明の更に別実施例を示
すものであって、丁字管3に軸方向の圧縮力を付与する
ことにより管体接続を行なうものである。すなわち丁字
管3の各端部外周には、図示形状の余肉部3aが形成さ
れ、この丁字管3の外周に、前記余肉部3aの半径方向
外方への逃げを規制する割型ホルダ8を配置して、該丁
字管3を確実に把握固定する。前記ホルダ8の各端部に
は、丁字管3への装着時に前記余肉部3aに当接してこ
れを規制するラッパ状のテーパ面8aが形成されており
、ダイス4の先端部に形成した薄肉部4bがこのテーパ
面8aに進入可能になっている。
FIGS. 13 and 14 show still another embodiment of the present invention, in which the tube bodies are connected by applying compressive force in the axial direction to the T-shaped tube 3. FIG. That is, on the outer periphery of each end of the T-shaped tube 3, an extra wall portion 3a having the shape shown in the figure is formed, and on the outer periphery of the T-shaped tube 3, there is a split holder that restricts the escape of the extra wall portion 3a to the outside in the radial direction. 8 to securely grasp and fix the T-shaped tube 3. Each end of the holder 8 is formed with a trumpet-shaped tapered surface 8a that abuts and restricts the extra wall portion 3a when attached to the T-shaped tube 3. The thin portion 4b can enter into this tapered surface 8a.

この状態で前記ダイス4を軸方向に強制的に近接させれ
ば、第14図に示す如く、丁字管3の各余肉部3aはダ
イス4の薄肉部4bにより圧縮される。このとき余肉部
3aは、前記ホルダ8によって半径方向外方への逃げを
規制されているから、必然的に半径方向内方に変形し、
これに伴い、管体2も該余肉部3aとの対応部分におい
て半径方向内方への塑性変形を生ずる。従って先の各実
施例と同様に、前記T字管3による管体2の確実な接続
が達成される。なお他方の管体2とT字管3との接続は
、第14図に示す如く全く同一の手順で実施される。
In this state, if the die 4 is forcibly approached in the axial direction, each excess wall portion 3a of the T-shaped tube 3 is compressed by the thin wall portion 4b of the die 4, as shown in FIG. At this time, since the extra wall portion 3a is restricted from escaping radially outward by the holder 8, it inevitably deforms radially inward,
Accordingly, the tubular body 2 also undergoes plastic deformation inward in the radial direction at a portion corresponding to the extra wall portion 3a. Therefore, as in the previous embodiments, reliable connection of the tube body 2 by the T-tube 3 is achieved. Note that the connection between the other tube body 2 and the T-tube 3 is carried out in exactly the same procedure as shown in FIG. 14.

発明の効果 以上述べたように、本発明に係る管体接続方法によれば
、ステンレス鋼管の如き薄肉の金属管体の端部に、エル
ボやT字管その他U字管等の中間接続管を外挿して機械
力を付与するだけで、該接続管に形成した余肉部が塑性
変形し、対応する管体も半径方向内方に変形させて該接
続管体との接続を行なう。従って接続時の施工工程数が
低減され、省力化と低コスト化とが図られるものである
Effects of the Invention As described above, according to the pipe connection method according to the present invention, an intermediate connecting pipe such as an elbow, T-shaped pipe, or U-shaped pipe can be connected to the end of a thin metal pipe such as a stainless steel pipe. Simply by applying mechanical force to the connecting tube, the extra wall formed in the connecting tube is plastically deformed, and the corresponding tube is also deformed radially inward to establish a connection with the connecting tube. Therefore, the number of construction steps at the time of connection is reduced, resulting in labor saving and cost reduction.

しかも施工後の接続強度および接続部分の気密性が充分
確保される利点を有する。更に接続管と管体との間に接
着剤、耐摩剤、耐蝕剤、増摩剤を塗布して接続すると、
接続強度、気密性、水密性等が向上してより好ましい。
Moreover, it has the advantage of ensuring sufficient connection strength and airtightness of the connected portion after construction. Furthermore, by applying adhesive, anti-friction agent, anti-corrosion agent, or anti-friction agent between the connecting pipe and the pipe body,
It is more preferable because connection strength, airtightness, watertightness, etc. are improved.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明に係る管体接続方法の好適な実施例を示す
ものであって、第1図は第1実施例に係る接続方法を施
工する直航の段階を示す概略断面図、第2図は第1図に
示す接続方法により施工した直後の状態を示す概略断面
図、第3図は第2実施例に係る接続方法を施工する直前
の段階を示す概略断面図、第4図は第3図に示す接続方
法により施工した直後の状態を示す概略断面図、第5図
は第3実施例に係る接続方法を施工する直前の段階を示
す概略断面図、第6@は第5図に示す接続方法により施
工した直後の状態を示す概略断面図、第7図は第4実施
例に係る接続方法を施工する直前の段階を示す概略断面
図、第8図は第7図に示す接続方法により施工した直後
の状態を示す概略断面図、第9図は第5実施例に係る接
続方法を施工する直前の段階を示す概略断面図、第10
図は第7図に示す接続方法により施工した直後の状態を
示す概略断面図、第11図は第6実施例に係る接続方法
を施工する直前の段階を示す概略断面図。 第12図は第11図に示す接続方法により施工した直後
の状態を示す概略断面図、第13図は第7実施例に係る
接続方法を施工する直前の段階を示す概略断面図、第1
4図は第13図に示す接続方法により施工した直後の状
態を示す概略断面図、第15図、第16図(a)および
第16図(b)は、従来技術に係る管体接続方法の実施
例を示す説明断面図である。 2・・・管体      3・・・接続管体4・・・ダ
イス     6・・・ナツト7・・・アンカー   
 8・・・ホルダFIG、1 FIG、2 FIG、3 ! FIG、4 FIG、5 FIG、6 FIG、7 FIG、8 FIo、9 FIG、10 FIG、11 FIG、12 昭和61年特許願第311606号 21発明の名称 管体接続方法 3、補正をする者 事件との関係  特許出願人 住 所 名古屋市南区星崎町字繰出66番地4、代理人 6、補正の内容 (1)明細書第9頁第11行の次行に、以下の通り加入
します。 「 第17図および第18図は、第1図に示す骨休接続
方法の変形例を示すものであって、ダイス4を強制移動
させる手段として、スリーブボルト10およびソケット
ナツト11を使用するものである。図に示す如く、エル
ボ3を挿通可能な通孔10bを有するスリーブボルト1
0が、エルボ3の管径が絞られる直前の領域に外挿され
ている。 このスリーブボルト10は、エルボ3の外周に形成され
た半径方向に突出する環状の凸部3dによって、軸方向
への位置規制がなされるが、これは必ずしも要件ではな
い。 スリーブボルト10の外周には、後述するソケットナツ
ト11の内周面に螺切した雌ねじと螺合可能な雄ねじが
螺切されている。また、スリーブボルト10のエルボ3
の開口を指向する端部とは反対の端部に1例えばレンチ
(図示せず)により咬合可能な六角頭部10aが形成さ
れている。 エルボ3の余肉部3aを挟んで前記スリーブボルト10
と対向する位置に、ソケットナツト11が挿通され、該
ソケットナツト11の一端部に袋状のフランジllaが
形成されると共に、該フランジllaの中央部に、エル
ボ3の挿通を許容する通孔11bが穿設されている。こ
のようにエルボ3を挿通したソケットナツト11の開口
部11Cは、前記スリーブボルト10に指向している。 なおフランジllaが形成される側の端部には、レンチ
が咬合可能な六角頭部lidが形成されている。 またソケットナツト11の中空部(ナツト内周面とエル
ボ3の外周面との間)にダイス4が配設され、このダイ
ス4の一端部に、前記余肉部3aの進入を許容する寸法
に設定したラッパ状のテーバ面4aが形成されている。 このダイス4の他端部は、ソケットナツト11のフラン
ジllaに当接して。 位置規制がなされるよう構成しである。 このように管体2が挿入されたエルボ3の外周に、スリ
ーブボルト10およびソケットナツト11を対向的に外
挿し、該スリーブボルト10とソケットナツト11との
端部を螺合した状態において、スリーブボルト1oの六
角頭部10aを、例えばレンチにより咬合して回転を規
制すると共に、ソケットナツト11の六角頭部lidを
、レンチにより咬合して締付は方向に回転させる。これ
によりソケットナラ1−11は、スリーブボルト10と
のねじ締め作用下に該ボルト10に向けて近接し、ダイ
ス4を矢印方向に強制的に移動させるに至る。従って、
ダイス4は、そのテーバ面4aにおいて前記余肉部3a
を軸方向にしごくことになる。 当該余肉部3aは、ダイス4により規制されて半径方向
外方への逃げ場を失い、その結果として、第18図に示
すように、半径方向内方に圧縮変形する。これに伴ない
管体2も、該余肉部3aとの対応部分において半径方向
内方への塑性変形を生じ、管体2とエルボ3との確実な
接続が達成される。続いて他方の管体2とエルボ3との
接続も。 第18図に示す如く、全く同一の手順で実施される。 なお本実施例では、スリーブポルl−10にソケットナ
ツト11をねじ込むことにより、エルボ3の余肉部3a
を塑性変形させるよう構成したので。 例えば壁際や挟い空間内等の如く、充分な作業空間を確
保し得ない場所においても、接続作業を容易に行ない得
る。しかも圧縮変形後の管体のスプリングバックを、ダ
イス、スリーブボルトおよびソケットナツト等で受は止
めることができ、施工後の接続強度および接続部分の気
密性が充分確保される利点を有する。」 (2)同第10頁第12行の次行に、以下の通り加入し
ます。 「 第19図および第20図に示す実施例では、接続管
としてT字管3を使用する場合において、1゛字管3の
余肉部3aを塑性変形させるためのダイス4を抑圧移動
する手段として、前記第17図および第18に示すスリ
ーブボルト10およびソケットナツト11を使用するよ
うにしたものである。 すなわち、T字/l?3の管径が絞られる直前の領域に
スリーブボルト10が、軸方向への移動を規制された状
態で外挿され、このスリーブボルト10と余肉部3aを
挟んで対向する位置にダイス4がセットされる0次いで
、ダイス4に外挿したソケットナツト11をスリーブボ
ルト10に螺挿し、該ダイス4を矢印方向に強制的に推
進させれば、T字管3の余肉部3aが軸方向にしごかれ
る。 これにより、第20図に示す如く、余肉部3aが半径方
向内方に塑性変形し、管体2も該余肉部3aとの対応部
分において半径方向内方への塑性変形を生じて、管体2
と′1゛字管3との接続がなされる。続いて、他の管体
2,2と1゛字管3との接続も、第20図に示す如く、
全く同一の手順で実施される。」 (3)同第17頁第9行 「断面図である。」を次の通り補正します。 「断面図、第17図は第1図に示す実施例の変形例に係
る接続方法を施工する直前の段階を示す概略断面図、第
18図は第17図に示す接続方法により施工した直後の
状態を示す概#l断面図、第19図は第3図に示す実施
例の変形例に係る接続方法を施工する直前の段階を示す
概略断面図、第20図は第19図に示す接続方法により
施工した直後の状態を示す概略断面図である。」 FIG、17 FIG、18
The drawings show a preferred embodiment of the pipe connection method according to the present invention, and FIG. 1 is a schematic cross-sectional view showing the direct stage of constructing the connection method according to the first embodiment, and FIG. is a schematic sectional view showing the state immediately after construction using the connection method shown in FIG. 1, FIG. 3 is a schematic sectional view showing the stage immediately before construction of the connection method according to the second embodiment, and FIG. A schematic sectional view showing the state immediately after construction using the connection method shown in the figure, FIG. 5 is a schematic sectional view showing the stage immediately before construction of the connection method according to the third embodiment, and 6 @ is shown in FIG. 5. A schematic cross-sectional view showing the state immediately after construction by the connection method, FIG. 7 is a schematic cross-section diagram showing the stage immediately before construction of the connection method according to the fourth embodiment, and FIG. 8 is a schematic cross-sectional view showing the state immediately after construction by the connection method shown in FIG. FIG. 9 is a schematic sectional view showing the state immediately after construction; FIG. 9 is a schematic sectional view showing the stage immediately before construction of the connection method according to the fifth embodiment;
The figure is a schematic sectional view showing a state immediately after construction using the connection method shown in FIG. 7, and FIG. 11 is a schematic sectional view showing a stage immediately before construction using the connection method according to the sixth embodiment. FIG. 12 is a schematic cross-sectional view showing the state immediately after construction using the connection method shown in FIG. 11; FIG.
Fig. 4 is a schematic cross-sectional view showing the state immediately after construction using the connection method shown in Fig. 13, and Figs. It is an explanatory sectional view showing an example. 2... Pipe body 3... Connection pipe body 4... Dice 6... Nut 7... Anchor
8...Holder FIG, 1 FIG, 2 FIG, 3! FIG. 4 FIG. 5 FIG. 6 FIG. 7 FIG. 8 FIo. 9 FIG. 10 FIG. 11 FIG. Relationship with Patent applicant Address: 66-4, Hoshizaki-cho, Minami-ku, Nagoya, Agent 6 Contents of amendment (1) The following is added to the next line of line 11 on page 9 of the specification. 17 and 18 show a modification of the bone connection method shown in FIG. 1, in which a sleeve bolt 10 and a socket nut 11 are used as means for forcibly moving the die 4. As shown in the figure, the sleeve bolt 1 has a through hole 10b through which the elbow 3 can be inserted.
0 is extrapolated to the region immediately before the pipe diameter of the elbow 3 is narrowed. The position of the sleeve bolt 10 in the axial direction is restricted by an annular convex portion 3d formed on the outer periphery of the elbow 3 and protruding in the radial direction, but this is not necessarily a requirement. A male thread is threaded on the outer periphery of the sleeve bolt 10 and can be threaded into a female thread threaded on the inner peripheral surface of a socket nut 11, which will be described later. Also, elbow 3 of sleeve bolt 10
A hexagonal head 10a is formed at the end opposite to the end facing the opening of the hexagonal head 10a, which can be engaged with, for example, a wrench (not shown). The sleeve bolt 10 is inserted across the extra wall portion 3a of the elbow 3.
A socket nut 11 is inserted through the socket nut 11, and a bag-shaped flange lla is formed at one end of the socket nut 11, and a through hole 11b through which the elbow 3 is inserted is formed in the center of the flange lla. is drilled. The opening 11C of the socket nut 11 through which the elbow 3 is inserted is oriented toward the sleeve bolt 10. Note that a hexagonal head lid that can be engaged with a wrench is formed at the end on the side where the flange lla is formed. Further, a die 4 is disposed in the hollow part of the socket nut 11 (between the inner circumferential surface of the nut and the outer circumferential surface of the elbow 3), and one end of the die 4 has a size that allows the extra wall part 3a to enter. A set trumpet-shaped tapered surface 4a is formed. The other end of this die 4 abuts against the flange lla of the socket nut 11. The structure is such that positional regulation is performed. A sleeve bolt 10 and a socket nut 11 are inserted facing each other around the outer periphery of the elbow 3 into which the pipe body 2 has been inserted, and when the ends of the sleeve bolt 10 and the socket nut 11 are screwed together, the sleeve The hexagonal head 10a of the bolt 1o is engaged with, for example, a wrench to restrict rotation, and the hexagonal head lid of the socket nut 11 is engaged with a wrench to rotate in the tightening direction. As a result, the socket nut 1-11 approaches the sleeve bolt 10 while being tightened with the sleeve bolt 10, and the die 4 is forcibly moved in the direction of the arrow. Therefore,
The die 4 has the extra wall portion 3a on its tapered surface 4a.
will be squeezed in the axial direction. The surplus portion 3a is regulated by the die 4 and has no place to escape radially outward, and as a result, is compressed and deformed radially inward as shown in FIG. 18. Along with this, the tube 2 also undergoes plastic deformation inward in the radial direction at a portion corresponding to the extra wall portion 3a, and a reliable connection between the tube 2 and the elbow 3 is achieved. Next, connect the other pipe body 2 and elbow 3. As shown in FIG. 18, the procedure is exactly the same. In this embodiment, by screwing the socket nut 11 into the sleeve pole l-10, the excess wall portion 3a of the elbow 3 is removed.
Because it was configured to cause plastic deformation. For example, connection work can be easily performed even in places where sufficient work space cannot be secured, such as near a wall or in a narrow space. Moreover, the springback of the tube body after compression deformation can be stopped by a die, a sleeve bolt, a socket nut, etc., and there is an advantage that the connection strength after construction and the airtightness of the connection part are sufficiently ensured. (2) The following is added on the next line of page 10, line 12. In the embodiment shown in FIGS. 19 and 20, when a T-shaped tube 3 is used as a connecting tube, there is a means for suppressing and moving the die 4 for plastically deforming the excess wall portion 3a of the 1-shaped tube 3. In this case, the sleeve bolt 10 and socket nut 11 shown in Figs. , the socket nut 11 is inserted with its axial movement restricted, and the die 4 is set in a position facing this sleeve bolt 10 with the extra wall portion 3a in between. is screwed into the sleeve bolt 10 and the die 4 is forcibly propelled in the direction of the arrow, thereby squeezing the excess wall portion 3a of the T-tube 3 in the axial direction. The flesh portion 3a is plastically deformed inward in the radial direction, and the tubular body 2 is also plastically deformed inward in the radial direction at a portion corresponding to the extra flesh portion 3a.
A connection is made between the and '1'-shaped tube 3. Subsequently, the connections between the other tube bodies 2, 2 and the 1-shaped tube 3 are made as shown in FIG.
It is carried out using exactly the same procedure. ” (3) On page 17, line 9, “This is a cross-sectional view.” shall be corrected as follows. 17 is a schematic sectional view showing the stage immediately before the connection method according to the modification of the embodiment shown in FIG. 19 is a schematic sectional view showing the stage immediately before implementing the connection method according to the modification of the embodiment shown in FIG. 3, and FIG. 20 is the connection method shown in FIG. 19. FIG. 17 FIG. 18 is a schematic cross-sectional view showing the state immediately after construction.

Claims (4)

【特許請求の範囲】[Claims] (1)接続すべき管体の管端部に、開口端部付近の周面
に塑性変形可能な余肉部を形成してなる接続管を外挿し
、 次いで前記接続管の余肉部に機械力を付与することによ
って該余肉部を半径方向内方に変形させ、これにより接
続すべき管体の前記余肉部に対応する外周面を半径方向
内方に変形させて、前記管体を接続管を介して接続する ようにしたことを特徴とする管体接続方法。
(1) A connecting tube formed with a plastically deformable excess wall on the circumferential surface near the open end is inserted into the end of the pipe body to be connected, and then a machine is inserted into the excess wall of the connecting tube. By applying a force, the extra wall portion is deformed radially inward, thereby deforming the outer circumferential surface of the tube to be connected corresponding to the extra wall portion radially inward, and the tube body is A method for connecting pipe bodies, characterized in that the connection is made through a connecting pipe.
(2)前記接続管に付与される機械力は接続管の外周に
対する軸方向のしごきであって、前記両管体および接続
管に外挿したダイスを軸方向に強制的に移動させること
により前記しごきが付与される特許請求の範囲第1項記
載の管体接続方法。
(2) The mechanical force applied to the connecting tube is an axial force applied to the outer periphery of the connecting tube, and the mechanical force is applied to the outer circumference of the connecting tube by forcibly moving both the tube bodies and the die inserted into the connecting tube in the axial direction. The pipe connection method according to claim 1, wherein the pipe body connection method is provided with ironing.
(3)前記接続管としてエルボが使用される特許請求の
範囲第1項または第2項記載の管体接続方法。
(3) The pipe connection method according to claim 1 or 2, wherein an elbow is used as the connection pipe.
(4)前記接続管としてT字管が使用される特許請求の
範囲第1項または第2項記載の管体接続方法。
(4) The pipe connection method according to claim 1 or 2, wherein a T-shaped pipe is used as the connection pipe.
JP31160686A 1986-12-27 1986-12-27 Tubular body connection method Pending JPS63168234A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31160686A JPS63168234A (en) 1986-12-27 1986-12-27 Tubular body connection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31160686A JPS63168234A (en) 1986-12-27 1986-12-27 Tubular body connection method

Publications (1)

Publication Number Publication Date
JPS63168234A true JPS63168234A (en) 1988-07-12

Family

ID=18019275

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31160686A Pending JPS63168234A (en) 1986-12-27 1986-12-27 Tubular body connection method

Country Status (1)

Country Link
JP (1) JPS63168234A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0744973U (en) * 1991-11-26 1995-12-05 孝正 服部 Pipe joint
JP2013517436A (en) * 2010-01-20 2013-05-16 パーマスウェージ Device and associated method for coupling fluid circulation tubes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0744973U (en) * 1991-11-26 1995-12-05 孝正 服部 Pipe joint
JP2013517436A (en) * 2010-01-20 2013-05-16 パーマスウェージ Device and associated method for coupling fluid circulation tubes

Similar Documents

Publication Publication Date Title
JPS5588939A (en) Joint connection method
US3338598A (en) Coupling method and devices for lined pipe
WO1991000471A1 (en) Pipe joint mechanism having high maintainability
JPS63168234A (en) Tubular body connection method
CN2397341Y (en) Pipeline connecting fittings
JPS63125887A (en) Method of connecting special
JPH0979442A (en) Faucet joint
JPS63246589A (en) Method of connecting pipe body
JPS63125886A (en) Method of connecting uniform-diameter pipe
JPS62220793A (en) Pipe body joint
JP2784749B2 (en) Jig for joining synthetic resin cores
JPH0531351Y2 (en)
JPS5853505Y2 (en) Pipe joint separation prevention fitting
JPS6233192Y2 (en)
JPS6124781Y2 (en)
JPH0212382Y2 (en)
JPS62207519A (en) Method and apparatus for fixing sleeve to pipe body
JPS6228033A (en) Connecting method for thin wall stainless steel pipe
JPS5933449B2 (en) Pipe joint joining method
JPH11315978A (en) Pipe joint for preventing detaching
JPH0737732B2 (en) Piping structure of water pipe and its piping construction method
JP2584667Y2 (en) T-head bolt for ductile cast iron pipe for water supply
JPH10299958A (en) Connecting structure of stainless steel drain pipe for indoor piping to coupling
JP3410184B2 (en) Piping joint structure
JP2000039096A (en) Corrosion preventing structure for earthquake resistant pipe joint end, molding method and molding device