JP3171067U - Stainless steel pipe joints for underground use - Google Patents

Stainless steel pipe joints for underground use Download PDF

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JP3171067U
JP3171067U JP2011004473U JP2011004473U JP3171067U JP 3171067 U JP3171067 U JP 3171067U JP 2011004473 U JP2011004473 U JP 2011004473U JP 2011004473 U JP2011004473 U JP 2011004473U JP 3171067 U JP3171067 U JP 3171067U
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pipe
stainless steel
annular
receiving
annular groove
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▲しげ▼夫 堀田
▲しげ▼夫 堀田
邦二 眞先
邦二 眞先
田口 浩之
浩之 田口
茂行 松元
茂行 松元
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ノーラエンジニアリング株式会社
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Abstract

【課題】水道配管において用いるステンレス鋼管の管継手について、地震や地盤沈下などの発生時に接続配管の脱離を防止できる耐震型のステンレス鋼管継手を提供する。【解決手段】地中埋設用の管継手1は、環状突起6、7を管端近傍に設けたステンレス鋼管の受け口管3と、環状突起を管端よりも後方に設けたステンレス鋼管の差し込み管と、受け口管3および差し込み管5と液密に接触する弾性ガスケット8と、受け口管3および弾性ガスケット8を固定し且つ差し込み管5を保持する半割り型のハウジング10とで構成する。【選択図】図1An object of the present invention is to provide an anti-seismic stainless steel pipe joint that can prevent a connection pipe from being detached when an earthquake or ground subsidence occurs. An underground pipe joint 1 includes a stainless steel pipe receiving pipe 3 provided with annular protrusions 6 and 7 in the vicinity of the pipe end, and a stainless steel pipe insertion pipe provided with the annular protrusion behind the pipe end. And an elastic gasket 8 in liquid-tight contact with the receiving tube 3 and the insertion tube 5, and a half-shaped housing 10 that fixes the receiving tube 3 and the elastic gasket 8 and holds the insertion tube 5. [Selection] Figure 1

Description

本考案は、水道配管において用いるステンレス鋼管の管継手に関し、地震や地盤沈下などの発生時に接続配管の脱離を防止できる耐震型のステンレス鋼管継手に関する。   The present invention relates to a stainless steel pipe joint used in water pipes, and relates to an earthquake-resistant stainless steel pipe joint that can prevent connection pipes from being detached when an earthquake or ground subsidence occurs.

地中に埋設する水道配管には、従来から石綿管、コンクリート管、鋳鉄管などが使用されているが、最近では、耐久性、強度、衛生面の観点に基づいて、ダクタイル鋳鉄管、炭素鋼鋼管、プラスチック管が主流になっている。これらの水道管の中で、耐震型の管継手を使用できるダクタイル鋳鉄管の使用実績が急上昇している。一方、ステンレス鋼管は、優れた耐蝕性で衛生的であるので工業用配管として多用されており、地中埋設の水道配管の分野でも、主に小口径の給水管部分に採用されている。ステンレス鋼管の場合には、呼び径75A以上の中口径から大口径の水道管の分野において、直管を接続する耐震型の管継手が開発されていないため、耐震型の管継手が介在しない全溶接接続の水道配管としてのわずかな採用実績しかない。   Conventionally, asbestos pipes, concrete pipes, cast iron pipes, etc. have been used for underground pipes buried in the ground, but recently, ductile cast iron pipes, carbon steel are used based on durability, strength, and hygiene. Steel pipes and plastic pipes are mainstream. Among these water pipes, the use results of ductile cast iron pipes that can use earthquake-resistant pipe joints are rapidly increasing. On the other hand, stainless steel pipes are widely used as industrial pipes because of their excellent corrosion resistance and hygiene, and are also used mainly for small-diameter water pipes in the field of underground water pipes. In the case of stainless steel pipes, in the field of water pipes with a nominal diameter of 75A or more, the seismic type pipe joints that connect straight pipes have not been developed. There is only a small track record of adoption as a water pipe for welding connections.

地中埋設のダクタイル鋳鉄管として、特開平11−2374号、特開平11−63328号、特開2001−330185号、特開2002−188773号などが提案されており、これらは鋳鉄製の差し込み管を鋳鉄製の受け口管に押し込んで接合する構造を有する。ダクタイル鋳鉄管には、受け口管に抜け出し防止用のロックリングおよび水封用のガスケットを作業現場における管接合時に装着するタイプと、該ロックリングおよびガスケットを工場出荷時に装着完了させたタイプとがある。ダクタイル鋳鉄管は、地震や地盤沈下などの大きな地盤変動に対して直管部分が順応でき、使用中における地震など拘束力を超えた大きな引き抜き力に対しては、最終的に離脱防止機能が働いて管路の通水を維持している。   JP-A-11-2374, JP-A-11-63328, JP-A-2001-330185, JP-A-2002-188773 and the like have been proposed as underground ductile cast-iron pipes, which are cast iron insertion pipes. Is pushed into a receiving pipe made of cast iron and joined. There are two types of ductile cast iron pipes: a lock ring for preventing slip-out and a water-seal gasket to be attached to the receiving pipe when the pipe is joined at the work site, and a type in which the lock ring and gasket are completely installed at the time of shipment from the factory. . Ductile cast iron pipes can adapt to straight pipe sections against large ground fluctuations such as earthquakes and land subsidences, and finally a separation prevention function works for large pulling forces exceeding the binding force such as earthquakes during use. The water flow through the pipeline is maintained.

特開平11−2374号公報Japanese Patent Laid-Open No. 11-2374 特開平11−63328号公報JP-A-11-63328 特開2001−330185号公報JP 2001-330185 A 特開2002−188773号公報JP 2002-188773 A

ダクタイル鋳鉄管は、大きな地盤変動に対して直管部分が順応できる反面、一般に肉厚が大きく、しかも内周面にモルタルライニングを施しているので非常に重く、鋳鉄管の接合時にはクレーンなどの揚重機で吊り上げた状態で施工しなければならない。差し込み管を受け口管に押し込んで接合する際に、ガスケットと鋳鉄管との間の摩擦力が大きく、人力では接合不可能なため、レバーホイストや油圧シリンダなどの補助機具を必要とするうえに、この接合の際にロックリングやガスケットの装着位置がずれやすく、正しく装着されているか否かのチェックも難しい。また、ダクタイル鋳鉄管では、内周面のモルタルライニングやエポキシコーティングが経年変化によって剥離するという問題もある。   Ductile cast iron pipes can adapt to straight ground sections due to large ground fluctuations, but are generally thick and have a mortar lining on the inner peripheral surface. Construction must be carried out in the state of being lifted by heavy machinery. When inserting the insertion tube into the receiving tube and joining it, the frictional force between the gasket and the cast iron tube is large and cannot be joined by human power, so auxiliary equipment such as a lever hoist and hydraulic cylinder is required. At the time of this joining, the mounting position of the lock ring and the gasket is likely to shift, and it is difficult to check whether the mounting is correct. Further, in the ductile cast iron pipe, there is a problem that the mortar lining and the epoxy coating on the inner peripheral surface are peeled off due to aging.

一方、ステンレス鋼管を水道管として適用できれば、従来のダクタイル鋳鉄管に対して、配管の呼び径75〜300mmの範囲において管重量を約40〜60%削減でき、軽量化によって配管施工性を向上させることができる。ステンレス鋼管は、その表面が酸化クロムの不動態被膜によって保護されているので錆びにくくて耐蝕性が優れ、土壌環境などの使用環境が適していれば百年単位の耐久性が期待できるのに対し、従来の鋳鉄管にはそのような耐久性は期待できない。また、ステンレス鋼管は、鋳鉄管と比べてクリーンで衛生的であり、常に水質の良し悪しが課題になる水道管として好適である。   On the other hand, if the stainless steel pipe can be applied as a water pipe, the pipe weight can be reduced by about 40 to 60% in the range of the nominal diameter of the pipe of 75 to 300 mm compared to the conventional ductile cast iron pipe, and the pipe workability is improved by reducing the weight. be able to. Stainless steel pipes are protected by a chromium oxide passivated film, so they are not easily rusted and have excellent corrosion resistance.If the environment such as the soil environment is suitable, durability of 100 years can be expected. Such durability is not expected for conventional cast iron pipes. Stainless steel pipes are clean and sanitary compared to cast iron pipes, and are suitable as water pipes in which the quality of water is always an issue.

本考案は、従来のダクタイル鋳鉄管に関する前記の問題点を改善するために提案されたものであり、接続対象のステンレス鋼管が比較的軽量で配管施工性が向上し且つ錆びにくくて耐蝕性が優れており、これを接続して水道管として地中に埋設できるステンレス鋼管継手を提供することを目的としている。本考案の他の目的は、伸縮可能であるので地中埋設の水道配管において長い直管部分を接続し、耐圧性および離脱防止力が良好な耐震型のステンレス鋼管継手を提供することである。本考案の別の目的は、耐震型のステンレス鋼管継手と同じ配管において取り付け、ベンド、チーズやレジューサなどの異形管に接続するために、該異形管に水圧による推力が働いても非伸縮であるステンレス鋼管継手を提供することである。   The present invention has been proposed in order to improve the above-mentioned problems associated with conventional ductile cast iron pipes, and the stainless steel pipes to be connected are relatively light and the pipe workability is improved, and they are not easily rusted and have excellent corrosion resistance. The purpose of this is to provide a stainless steel pipe joint that can be buried in the ground as a water pipe by connecting it. Another object of the present invention is to provide a seismic type stainless steel pipe joint that can extend and contract, so that a long straight pipe portion is connected in underground water pipes, and has good pressure resistance and separation prevention power. Another object of the present invention is that it is installed in the same pipe as the earthquake-resistant stainless steel pipe joint, and is connected to a deformed pipe such as a bend, cheese or a reducer, so that the deformed pipe is not stretched even if thrust by water pressure acts on it. It is to provide a stainless steel pipe joint.

本考案に係る地中埋設用のステンレス鋼管継手は、管端部分を拡径した受け口管と、その管端部分を受け口管の管端部分に挿入する差し込み管とを接続する。本考案の管継手は、環状突起を管端近傍に設けたステンレス鋼管の受け口管と、環状突起を管端よりも後方に設けたステンレス鋼管の差し込み管と、受け口管および差し込み管と液密に接触する弾性ガスケットと、受け口管および弾性ガスケットを固定し且つ差し込み管を保持する半割り型のハウジングとで構成する。前記弾性ガスケットは、ほぼU字形またはL字形横断面を有し、小径部の内周面が差し込み管と、および大径部の内周面または端面が受け口管と当接し、前記ハウジングの内周面には、受け口管の環状突起と嵌合する環状溝と、弾性ガスケットと嵌合する矩形横断面の環状溝と、差し込み管の環状突起と軸方向に緩くまたは密に嵌合する環状溝とを形成する。   The underground stainless steel pipe joint according to the present invention connects a receiving pipe whose diameter is expanded at a pipe end portion and an insertion pipe that is inserted into the pipe end portion of the receiving pipe at the pipe end portion. The pipe joint of the present invention comprises a stainless steel pipe receiving pipe with an annular protrusion provided near the pipe end, a stainless steel pipe insertion pipe with an annular protrusion provided behind the pipe end, and a receiving pipe and an insertion pipe. An elastic gasket that is in contact with the housing and a half-type housing that fixes the receiving pipe and the elastic gasket and holds the insertion pipe. The elastic gasket has a substantially U-shaped or L-shaped cross section, the inner peripheral surface of the small diameter portion is in contact with the insertion tube, and the inner peripheral surface or end surface of the large diameter portion is in contact with the receiving tube, and the inner periphery of the housing On the surface, there are an annular groove that fits with the annular projection of the receiving pipe, an annular groove with a rectangular cross section that fits with the elastic gasket, and an annular groove that fits loosely or closely in the axial direction with the annular projection of the insertion pipe Form.

本考案に係るステンレス鋼管継手において、受け口および差し込み管に設ける環状突起は、ステンレス鋼管の外表面に塑性加工で設けるかまたはリング材を溶接で取り付けて形成すればよい。また、ハウジングにおいて、受け口管および差し込み管に設けた環状突起と嵌合する環状溝に覗き穴を1個またはその円周に沿って複数個設けると好ましい。   In the stainless steel pipe joint according to the present invention, the annular protrusions provided on the receiving port and the insertion pipe may be formed on the outer surface of the stainless steel pipe by plastic working or by attaching a ring material by welding. Further, in the housing, it is preferable to provide one or a plurality of peep holes along the circumference of the annular groove that fits with the annular protrusion provided on the receiving pipe and the insertion pipe.

伸縮可能に接続するステンレス鋼管継手である場合には、弾性ガスケットは、ほぼU字形横断面を有し、小径部の内周面が差し込み管と、および大径部の内周面が受け口管と当接し、ハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝と、差し込み管の環状突起が軸方向に摺動可能に嵌合する広幅の環状溝とを形成すると好ましい。また、他の場合には、受け口管に設けた環状突起は、管端に取り付けたフランジ状のリング材であってもよい。この際に、弾性ガスケットは、ほぼL字形横断面を有し、小径部の内周面が差し込み管とおよび大径部の端面が受け口管と当接し、前記ハウジングの内周面には、受け口管のリング材および弾性ガスケットと嵌合する矩形横断面の環状溝と、差し込み管の環状突起が軸方向に摺動可能に嵌る広幅の環状溝とを形成する。   In the case of a stainless steel pipe joint that is extendably connected, the elastic gasket has a substantially U-shaped cross section, the inner peripheral surface of the small diameter portion is the insertion tube, and the inner peripheral surface of the large diameter portion is the receiving tube. An annular groove closely contacting with the annular protrusion of the receiving pipe, an annular groove having a rectangular cross section closely fitting with the elastic gasket, and an annular protrusion of the insertion pipe are axially disposed on the inner peripheral surface of the housing. It is preferable to form a wide annular groove that is slidably fitted in the slidable member. In other cases, the annular protrusion provided on the receiving pipe may be a flange-shaped ring member attached to the pipe end. At this time, the elastic gasket has a substantially L-shaped cross section, the inner peripheral surface of the small diameter portion is in contact with the insertion tube and the end surface of the large diameter portion is in contact with the receiving tube, and the inner peripheral surface of the housing is provided with the receiving port. An annular groove having a rectangular cross section to be fitted with the ring material and the elastic gasket of the pipe and a wide annular groove to which the annular projection of the insertion pipe is slidably fitted in the axial direction are formed.

伸縮可能に接続する別のステンレス鋼管継手は、環状突起を管端近傍に設けたステンレス鋼管の受け口管と、環状突起を管端近傍に設けたステンレス鋼管の差し込み管と、受け口管および差し込み管と液密に接触する弾性ガスケットと、受け口管および弾性ガスケットを固定し且つ差し込み管を保持する半割り型のハウジングとで構成してもよい。前記ハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝とを形成し、受け口管の環状突起の内周側にロックリングを嵌め込んで固定し、該ロックリングが管継手の伸長時に差し込み管の環状突起と当接して差し込み管の抜け出しを阻止する。   Another stainless steel pipe joint that can be extended and contracted includes a stainless steel pipe receiving pipe with an annular protrusion provided near the pipe end, a stainless steel pipe insertion pipe with an annular protrusion provided near the pipe end, a receiving pipe and an insertion pipe. You may comprise by the elastic gasket which contacts liquid-tightly, and the half type | mold housing which fixes a receptacle pipe | tube and an elastic gasket, and hold | maintains an insertion pipe. On the inner peripheral surface of the housing, there are formed an annular groove that closely fits with the annular projection of the receiving pipe and an annular groove of a rectangular cross section that fits tightly with the elastic gasket. A lock ring is fitted and fixed on the peripheral side, and the lock ring abuts against the annular protrusion of the insertion pipe when the pipe joint is extended to prevent the insertion pipe from coming out.

異形管に接続する非伸縮のステンレス鋼管継手の場合には、短寸のハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝と、差し込み管の環状突起と密に嵌合する環状溝とを形成してもよい。また、別のステンレス鋼管継手は、ハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝と、差し込み管の環状突起が嵌合する広幅の環状溝とを形成し、広幅の環状溝において差し込み管の環状突起の両側にストッパ用リングをそれぞれ密に嵌め込んでもよい。   In the case of a non-stretchable stainless steel pipe joint that connects to a deformed pipe, an annular groove that closely fits the annular projection of the receiving pipe and an elastic gasket closely fit on the inner peripheral surface of the short housing. You may form the annular groove of a rectangular cross section, and the annular groove closely fitted with the annular protrusion of an insertion tube. Another stainless steel pipe joint has an annular groove on the inner peripheral surface of the housing that closely fits the annular protrusion of the receiving pipe, an annular groove that has a rectangular transverse cross section that fits tightly on the elastic gasket, and an insertion pipe. A wide annular groove into which the annular protrusions are fitted may be formed, and the stopper rings may be closely fitted on both sides of the annular protrusion of the insertion tube in the wide annular groove.

本考案に係るステンレス鋼管継手は、オーステナイト系ステンレス鋼管を接続した際に、該鋼管の熱伝導性が低いうえに熱膨張率が大きくても、差し込み管が比較的容易に前後動可能であることにより、その伸縮と曲げ性能および離脱防止力に優れ、地中埋設における高温環境下での使用が可能である。また、オーステナイト系ステンレス鋼管は伸びが良くて張り出し成形性も高いので、塑性加工によって、受け口管の管端部分を大径に成形して環状突起を管端近傍に設け、一方、差し込み管では管端よりも後方に環状突起を設けることができ、加工機を現場へ持ち込めば、管埋設の作業現場において加工および組み立てが容易に可能である。   The stainless steel pipe joint according to the present invention is such that when an austenitic stainless steel pipe is connected, the insertion pipe can be moved back and forth relatively easily even if the thermal conductivity of the steel pipe is low and the coefficient of thermal expansion is large. Therefore, it is excellent in the expansion and contraction performance and the ability to prevent detachment, and can be used in a high temperature environment in underground. In addition, since austenitic stainless steel pipes have good elongation and high stretchability, the pipe end portion of the receiving pipe is formed into a large diameter by plastic working and an annular protrusion is provided in the vicinity of the pipe end. An annular protrusion can be provided behind the end, and if the processing machine is brought to the site, it can be easily processed and assembled at the site where the pipe is embedded.

本考案に係るステンレス鋼継手は、ステンレス鋼管を水道管として地中に埋設することを可能とし、接続対象のステンレス鋼管は、鋳鉄管に比べて比較的軽量で配管施工性が向上し且つ錆びにくくて耐蝕性が優れている。本考案のステンレス鋼管継手は、伸縮可能であるので水道配管における長い直管部分を接続すると、阪神大震災のような相当に強い地震や地盤沈下の発生時にも接続配管の脱離を確実に防止できる。   The stainless steel joint according to the present invention makes it possible to embed a stainless steel pipe in the ground as a water pipe, and the stainless steel pipe to be connected is relatively light compared to a cast iron pipe and has improved piping workability and is not easily rusted. Corrosion resistance is excellent. Since the stainless steel pipe joint of the present invention is extendable, connecting a long straight pipe part in a water pipe can reliably prevent the connection pipe from being detached even in the occurrence of a considerably strong earthquake such as the Great Hanshin Earthquake or land subsidence. .

本考案に係るステンレス鋼管継手は、水圧6MPaをかけて5秒以上保持しても水漏れおよびその他の異常がなく、耐圧性が良好である。また、このステンレス鋼管継手を直管部分と接合した状態で3×D(呼び径)KNの引張り荷重を加えたときに、脱管およびその他の異常がなく、離脱防止力が良好である。本考案に係る別のステンレス鋼管継手は、耐震型のステンレス鋼管継手と同じ配管に取り付け、ベンド、チーズやレジューサなどの異形管に接続する際に該異形管に水圧による推力が働いても非伸縮であるので、管継手の移動防止用のコンクリートブロックなどのストッパを設置することが不必要になる。   The stainless steel pipe joint according to the present invention has good pressure resistance without water leakage and other abnormalities even if it is held for 5 seconds or more with a water pressure of 6 MPa. In addition, when a tensile load of 3 × D (nominal diameter) KN is applied in a state where this stainless steel pipe joint is joined to the straight pipe portion, there is no detachment and other abnormalities, and the detachment prevention force is good. Another stainless steel pipe joint according to the present invention is attached to the same pipe as the seismic type stainless steel pipe joint, and when connected to a deformed pipe such as a bend, cheese or reducer, even if thrust by water pressure acts on the deformed pipe, it does not expand and contract Therefore, it is unnecessary to install a stopper such as a concrete block for preventing the movement of the pipe joint.

本考案に係るステンレス鋼管継手の一例を示す縦断面図である。It is a longitudinal section showing an example of a stainless steel pipe joint concerning the present invention. 差し込み管を横断面で示すハウジングの側面図である。It is a side view of the housing which shows an insertion tube in a cross section. 本考案の第1の変形例である伸縮可能なステンレス鋼管継手を示す縦断面図である。It is a longitudinal cross-sectional view which shows the extendable stainless steel pipe joint which is the 1st modification of this invention. 本考案の第2の変形例である伸縮可能なステンレス鋼管継手を示す縦断面図である。It is a longitudinal cross-sectional view which shows the extendable stainless steel pipe joint which is the 2nd modification of this invention. 本考案の第3の変形例である非伸縮のステンレス鋼管継手を示す縦断面図である。It is a longitudinal cross-sectional view which shows the non-expandable stainless steel pipe joint which is the 3rd modification of this invention. 本考案の第4の変形例である非伸縮のステンレス鋼管継手を示す縦断面図である。It is a longitudinal cross-sectional view which shows the non-expandable stainless steel pipe joint which is the 4th modification of this invention.

本考案に係る地中埋設用の管継手1は、図1に示すように、管端部分2を拡径した受け口管3と、その管端部分4を受け口管3の管端部分2に挿入する差し込み管5とを接続する。管継手1は、環状突起6を設けた受け口管3と、環状突起7を設けた差し込み管5と、受け口管3および差し込み管5と液密に接触する弾性ガスケット8と、受け口管3および弾性ガスケット8を固定し且つ差し込み管5を保持する半割り型のハウジング10とで構成する。   As shown in FIG. 1, the underground pipe joint 1 according to the present invention is inserted into the pipe end portion 2 of the receiving pipe 3 and the receiving pipe 3 having the pipe end portion 2 expanded in diameter. Connect the insertion tube 5 to be connected. The pipe joint 1 includes a receiving pipe 3 provided with an annular protrusion 6, an insertion pipe 5 provided with an annular protrusion 7, an elastic gasket 8 in liquid-tight contact with the receiving pipe 3 and the insertion pipe 5, a receiving pipe 3 and an elastic A half-shaped housing 10 that holds the gasket 8 and holds the insertion tube 5 is formed.

受け口管3および差し込み管5は、いずれもステンレス鋼管からなり、種々の肉厚および口径のものを使用できる。管3,5の呼び径は、80A〜300A程度であるが、より口径の大きいサイズも可能である。一方、例えば、ハウジング10はステンレス鋳鋼製であり、締め付け用のボルト24とナット26もステンレス鋼製であると好ましい。管継手1は湿潤状態の土壌中に配管されるので、該管継手における各部材が同じ材質のステンレス鋼製であると、地中において異種金属の接触腐食を防ぐことができる。   The receiving pipe 3 and the insertion pipe 5 are both made of stainless steel pipes, and can have various thicknesses and diameters. The nominal diameter of the tubes 3 and 5 is about 80A to 300A, but a larger diameter is also possible. On the other hand, for example, the housing 10 is preferably made of cast stainless steel, and the bolts 24 and nuts 26 for fastening are also preferably made of stainless steel. Since the pipe joint 1 is piped in wet soil, contact corrosion of dissimilar metals can be prevented in the ground if each member in the pipe joint is made of the same material stainless steel.

環状突起6,7は、受け口管3と差し込み管5が脱離するのを防止するために設け、ステンレス鋼管である受け口管3または差し込み管5において、その外表面に塑性加工で環状突起6,7を設けるか、またはこれらの環状突起の代わりにリング材(図示しない)を溶接で取り付けて形成すればよく、その一例が図3のリング材38である。この種のリング材は、管3,5と同様のステンレス鋼である。   The annular projections 6 and 7 are provided to prevent the receptacle tube 3 and the insertion tube 5 from being detached. In the receptacle tube 3 or the insertion tube 5 which is a stainless steel tube, the annular projections 6 and 7 are formed on the outer surface by plastic working. 7 or a ring material (not shown) may be attached by welding instead of these annular protrusions, and an example is the ring material 38 of FIG. This type of ring material is stainless steel similar to tubes 3 and 5.

円環状の弾性ガスケット8は、通常、エチレン・プロピレンゴム(EPDM)などの比較的硬い合成ゴムまたはプラスチック製であればよく、表面にさらに耐熱性樹脂コーティングや摩擦抵抗の小さい樹脂コーティングを施してもよい。弾性ガスケット8は、ほぼU字形またはL字形横断面を有し、中空の態様であると好ましい。この際に、弾性ガスケット8が中空であれば、その横断面の形状が実質的にC字形やM字形などであってもU字形またはL字形に包含される。   The annular elastic gasket 8 is usually made of a relatively hard synthetic rubber such as ethylene / propylene rubber (EPDM) or plastic, and even if the surface is further coated with a heat resistant resin coating or a resin coating with low frictional resistance. Good. The elastic gasket 8 has a substantially U-shaped or L-shaped cross section and is preferably hollow. At this time, if the elastic gasket 8 is hollow, it is included in the U-shape or L-shape even if its cross-sectional shape is substantially C-shaped or M-shaped.

弾性ガスケット8は、差し込み管側の側面において小径部12および受け口管側の側面において大径部14を有し、非圧縮状態で小径部12の内径は差し込み管5の外径よりも小さく、大径部14の内径は受け口管3の外径よりも小さいかまたはその端面が受け口管と当接する。弾性ガスケット8は、差し込み管5に対応した小径部12および受け口管3に対応した大径部14を有することにより、ハウジング10を締め付けると直径方向内方へ押圧されて水封状態を確実に達成する。   The elastic gasket 8 has a small-diameter portion 12 on the side surface on the insertion tube side and a large-diameter portion 14 on the side surface on the receiving tube side, and the inner diameter of the small-diameter portion 12 is smaller than the outer diameter of the insertion tube 5 in an uncompressed state. The inner diameter of the diameter portion 14 is smaller than the outer diameter of the receiving pipe 3 or its end face abuts on the receiving pipe. The elastic gasket 8 has a small-diameter portion 12 corresponding to the insertion tube 5 and a large-diameter portion 14 corresponding to the receiving tube 3, so that when the housing 10 is tightened, the elastic gasket 8 is pressed inward in the diametrical direction to reliably achieve a water-sealed state. To do.

弾性ガスケット8は、ほぼU字形またはL字形の横断面であって、その横断面において、小径部12および大径部14の内側壁は、その内周辺に近づくとテーパ状に内方へ傾斜すると好ましい。このような断面形状によって、管継手1中へ通水すると、弾性ガスケット8の内部に入った加圧水が、該ガスケットを内部から押し拡げ、該ガスケットを矩形環状溝30の内周面と両側壁へ押し付けることにより、水封状態をいっそう高める。   The elastic gasket 8 has a substantially U-shaped or L-shaped cross section, and in the cross section, the inner walls of the small diameter portion 12 and the large diameter portion 14 are tapered inward as they approach the inner periphery. preferable. When water flows into the pipe joint 1 by such a cross-sectional shape, the pressurized water that has entered the inside of the elastic gasket 8 pushes the gasket from the inside and spreads the gasket to the inner peripheral surface and both side walls of the rectangular annular groove 30. By pressing, the water seal state is further increased.

ハウジング10は、通常、ステンレス鋳鋼製であり、且つ締め付けボルト24とナット26はステンレス鋼製である。ハウジング10およびボルト24とナット26、鋳鉄や炭素鋼などにプラスチックコーティングまたはライニングを施した部材も使用可能である。これらの部材が、受け口管3および差し込み管5であるステンレス配管と直接接触しないことによって接触腐食を防止できる。   The housing 10 is usually made of cast stainless steel, and the fastening bolts 24 and the nuts 26 are made of stainless steel. A member in which the housing 10 and the bolts 24 and nuts 26, cast iron, carbon steel, or the like are subjected to plastic coating or lining can also be used. Contact corrosion can be prevented by these members not contacting the stainless steel piping which is the receptacle tube 3 and the insertion tube 5 directly.

ハウジング10は、通常、図2に示すような半割り型であり、半円環状体20,22の両側を図示のようにボルト・ナット24,26で固定しても、一方の側をヒンジ接続にしてその反対側だけをボルト・ナットで固定してもよい。このハウジングについて、三割り型またはそれ以上にすることも可能である。   The housing 10 is normally halved as shown in FIG. 2, and even if both sides of the semi-annular bodies 20 and 22 are fixed with bolts and nuts 24 and 26 as shown, one side is hinged. Only the opposite side may be fixed with bolts and nuts. This housing can be divided into three or more.

ハウジング10の内周面には、受け口管3の環状突起6と嵌合する環状溝28と、弾性ガスケット8と嵌合する矩形横断面の環状溝30と、差し込み管5の環状突起7と軸方向に緩くまたは密に嵌合する環状溝32とを形成する。環状溝28と30は、図3のように合体させて1個の環状溝にしても、非伸縮型であれば環状溝30と32を合体することも可能である。また、環状溝32の代わりに、図4のように受け口管の環状突起の内周側にロックリング58を嵌め込んで固定し、受け口管の拡径傾斜壁とロックリング58との間で差し込み管の環状突起が軸方向に移動可能としてもよい。   On the inner peripheral surface of the housing 10, an annular groove 28 that fits with the annular protrusion 6 of the receiving pipe 3, an annular groove 30 that has a rectangular cross section that fits with the elastic gasket 8, and the annular protrusion 7 of the insertion pipe 5 and the shaft And an annular groove 32 that fits loosely or tightly in the direction. The annular grooves 28 and 30 can be combined into one annular groove as shown in FIG. 3, but the annular grooves 30 and 32 can be combined as long as they are non-expandable. Further, instead of the annular groove 32, as shown in FIG. 4, a lock ring 58 is fitted and fixed on the inner peripheral side of the annular projection of the receiving pipe, and is inserted between the enlarged diameter inclined wall of the receiving pipe and the locking ring 58. The annular protrusion of the tube may be movable in the axial direction.

次に、本考案を実施例に基づいて説明するが、本考案は実施例に限定されるものではない。図1には、水道管として地中に埋設すると好適な耐震型のステンレス鋼管継手1を断面で示している。   Next, although this invention is demonstrated based on an Example, this invention is not limited to an Example. FIG. 1 shows a cross-sectional view of a seismic-resistant stainless steel pipe joint 1 suitable for being buried in the ground as a water pipe.

管継手1は、通常、同径であるステンレス鋼管の受け口管3と差し込み管5を接続する。受け口管3は、前方の管端部分2を塑性加工によって大径に成形する。受け口管3には、塑性加工によって環状突起6を管端近傍に設け、一方、差し込み管5には、塑性加工によって環状突起7を管端よりも後方に設ける。例えば、呼び径100Aのステンレス鋼管であると、管3,5は肉厚3mmで外径114.3mmであり、受け口管3の管端部分2は肉厚約2.9mmで外径を124.3mm、軸方向幅を約110mmに定める。環状突起6,7について、受け口管3では、管端から約25mmの位置に設け、差し込み管5では、管端から約140mmの位置に設ける。環状突起6,7は、高さ約6mm、幅10mmである。   The pipe joint 1 usually connects the receiving pipe 3 and the insertion pipe 5 of a stainless steel pipe having the same diameter. The receiving pipe 3 is formed by forming the front pipe end portion 2 into a large diameter by plastic working. The receiving pipe 3 is provided with an annular protrusion 6 near the pipe end by plastic working, while the insertion pipe 5 is provided with an annular protrusion 7 behind the pipe end by plastic working. For example, in the case of a stainless steel pipe having a nominal diameter of 100 A, the pipes 3 and 5 have a thickness of 3 mm and an outer diameter of 114.3 mm, and the pipe end portion 2 of the receiving pipe 3 has a thickness of about 2.9 mm and an outer diameter of 124. The axial width is set to 3 mm and about 110 mm. The annular protrusions 6 and 7 are provided at a position of about 25 mm from the pipe end in the receiving pipe 3, and are provided at a position of about 140 mm from the pipe end in the insertion pipe 5. The annular protrusions 6 and 7 have a height of about 6 mm and a width of 10 mm.

リング状の弾性ガスケット8は、耐塩素性のEPDM製である。EPDMは、耐オゾン性、耐熱老化性がブチルゴムよりも若干良く、耐候性、耐寒性、耐極性、溶剤性、耐無機薬品性も良好であり、さらにブチルゴムに比べて反発弾性が高く、電気的性能に関してもブチルゴムより優れた生産量の多い合成ゴムである。   The ring-shaped elastic gasket 8 is made of chlorine-resistant EPDM. EPDM has slightly better ozone resistance and heat aging resistance than butyl rubber, weather resistance, cold resistance, polarity, solvent resistance, inorganic chemical resistance, and higher rebound resilience than butyl rubber. It is a synthetic rubber with higher production volume than butyl rubber in terms of performance.

弾性ガスケット8は、横断面がほぼU字形の矩形断面であり、差し込み管側の側面が小径部12であり、受け口管側の側面が大径部14である。小径部12の厚さは、大径部14の厚さの約2倍で8〜12mm程度である。ガスケット8を取り付けると、小径部12の内周面が差し込み管5の外周面と、および大径部14の内周面が受け口管3の外周面と当接させ、小径部12と大径部14をほぼ均等に圧着する。例えば、呼び径100Aの管用であると、U字形横断面の弾性ガスケット8は、幅30mm、小径部12の内径が114mm未満、および大径部14の内径が118mm未満に定める。   The elastic gasket 8 is a rectangular section having a substantially U-shaped cross section, the side surface on the insertion tube side is the small diameter portion 12, and the side surface on the receiving tube side is the large diameter portion 14. The thickness of the small diameter portion 12 is about 8 to 12 mm, which is about twice the thickness of the large diameter portion 14. When the gasket 8 is attached, the inner peripheral surface of the small diameter portion 12 is brought into contact with the outer peripheral surface of the insertion tube 5 and the inner peripheral surface of the large diameter portion 14 is brought into contact with the outer peripheral surface of the receiving tube 3. 14 is crimped almost evenly. For example, for a tube having a nominal diameter of 100A, the elastic gasket 8 having a U-shaped cross section is defined to have a width of 30 mm, an inner diameter of the small diameter portion 12 of less than 114 mm, and an inner diameter of the large diameter portion of less than 118 mm.

半割り型のハウジング10は、図2に示すように、直径方向に外向きに1対の延長部16,18を有する半円環状体20,22からなる。例えば、呼び径100Aの管用であると、ハウジング10は、内径を116.3mm、外径を158mm、軸方向幅を165mmに定める。各延長部16,18には、それぞれ2個のボルト貫通孔(図示しない)を刻設し、該ボルト貫通孔は円孔であっても共回り防止の角孔もよい。ハウジング10の締め付けボルト24とナット26について、該ボルトは通常のボルトであっても、共回り防止の半根角ボルトでもよい。   As shown in FIG. 2, the half-divided housing 10 is composed of semi-annular bodies 20 and 22 having a pair of extensions 16 and 18 outward in the diameter direction. For example, for a tube having a nominal diameter of 100A, the housing 10 has an inner diameter of 116.3 mm, an outer diameter of 158 mm, and an axial width of 165 mm. Each of the extension portions 16 and 18 is provided with two bolt through holes (not shown), and the bolt through holes may be circular holes or square holes for preventing co-rotation. Regarding the fastening bolt 24 and the nut 26 of the housing 10, the bolt may be a normal bolt or a half root angle bolt that prevents co-rotation.

ハウジング10は、ステンレス鋳鋼製であり、延長部16,18に通すボルト24とナット26はステンレス鋼製である。地中埋設管の場合には、湿潤状態の土壌中に配管されるので、配管本体のステンレス鋼管3,5と接触するハウジング10やボルト24,ナット26の材質は、異種金属の接触腐食を防ぐために、配管本体と同じ材質のステンレス鋼製であることが望ましい。   The housing 10 is made of cast stainless steel, and the bolts 24 and nuts 26 that pass through the extensions 16 and 18 are made of stainless steel. In the case of underground pipes, pipes are placed in wet soil, so the materials of the housing 10, bolts 24, and nuts 26 that contact the stainless steel pipes 3, 5 of the pipe body prevent contact corrosion of dissimilar metals. Therefore, it is desirable to be made of stainless steel made of the same material as the pipe body.

ハウジング10つまり半円環状体20,22の内周面には、受け口管3の環状突起6と嵌合する環状溝28と、弾性ガスケット8と嵌合する矩形横断面の環状溝30と、差し込み管5の環状突起7と軸方向に緩く嵌合する広幅の環状溝32とを形成する。例えば、呼び径100Aの管用のハウジング10であると、その前端面から12mmの位置に幅10mmの環状溝28を設け、その前端面から30mmの位置に幅30mmの環状溝30を設け、その前端面から68mmの位置に軸方向幅90mmおよび内径128mmの環状溝32を設ける。   An annular groove 28 that fits with the annular protrusion 6 of the receiving pipe 3, an annular groove 30 with a rectangular cross section that fits with the elastic gasket 8, and an inner peripheral surface of the housing 10, that is, the semicircular annular bodies 20 and 22, are inserted. An annular protrusion 7 of the tube 5 and a wide annular groove 32 that loosely fits in the axial direction are formed. For example, in the case of a pipe housing 10 having a nominal diameter of 100A, an annular groove 28 having a width of 10 mm is provided at a position 12 mm from the front end face, and an annular groove 30 having a width of 30 mm is provided at a position 30 mm from the front end face. An annular groove 32 having an axial width of 90 mm and an inner diameter of 128 mm is provided at a position 68 mm from the surface.

継手組み立ての前に、受け口管3には、その管端部分2を大径に成形しさらに環状突起6を管端近傍に設け、一方、差し込み管5には、管端よりも後方に環状突起7を設けることを要する。これらの加工は、いずれも塑性加工によってできるから一般的には工場で加工するが、加工機を管埋設の作業現場へ持ち込んで加工することも可能である。管継手1を組み立てるには、通常、差し込み管5に弾性ガスケット10を嵌めておいてから、該差し込み管を受け口管3の管端に挿入し、弾性ガスケット8を受け口管3の管端位置に移動させる。差し込み管5の管端は、弾性ガスケット8つまり受け口管3から70mm程度入り込む。次に、ハウジング10の半円環状体20,22を外側から嵌め、4本組のボルト24とナット26でハウジング10を締結する。この結果、ハウジング10は、受け口管3および弾性ガスケット8を固定し且つ差し込み管5を前後方向に摺動可能に保持する。弾性ガスケット8は、直径方向内方へ押圧されて水封状態を達成する。   Prior to the assembly of the joint, the receiving pipe 3 is formed with a pipe end portion 2 having a large diameter and further provided with an annular protrusion 6 in the vicinity of the pipe end, while the insertion pipe 5 has an annular protrusion on the rear side of the pipe end. 7 is required. Since these processes can be performed by plastic processing, they are generally processed at a factory. However, it is also possible to bring a processing machine to a work site where pipes are buried and perform processing. In order to assemble the pipe joint 1, the elastic gasket 10 is usually fitted into the insertion pipe 5, and then the insertion pipe is inserted into the pipe end of the mouth pipe 3, and the elastic gasket 8 is received at the pipe end position of the mouth pipe 3. Move. The tube end of the insertion tube 5 enters about 70 mm from the elastic gasket 8, that is, the receiving tube 3. Next, the semi-annular bodies 20 and 22 of the housing 10 are fitted from the outside, and the housing 10 is fastened with the four bolts 24 and the nuts 26. As a result, the housing 10 fixes the receiving pipe 3 and the elastic gasket 8 and holds the insertion pipe 5 so as to be slidable in the front-rear direction. The elastic gasket 8 is pressed inward in the diameter direction to achieve a water-sealed state.

また、環状溝28において、その円周の数カ所に覗き孔31が設けられている。各覗き孔31は、ハウジング10の内表面から外表面まで貫通していることにより、該覗き孔によって、環状突起7が環状溝28に完全に嵌っているか否かを確認できる。   Further, in the annular groove 28, peep holes 31 are provided at several places on the circumference thereof. Each peephole 31 penetrates from the inner surface to the outer surface of the housing 10, so that it can be confirmed whether or not the annular protrusion 7 is completely fitted in the annular groove 28 by the peephole.

管継手1では、各部材がステンレス鋼以外の金属と接触することがなく、地中においてステンレス鋼特有の接触腐食を起こすことがない。管継手1中へ通水すると、弾性ガスケット8の内部に入った加圧水が、該ガスケットを内部から押し拡げて矩形環状溝30の内周面と両側壁へ押し付け、水封状態をいっそう高める。管継手1では、差し込み管5が前後動可能であることにより、継手部分において地震、地盤沈下、地熱発生などによる配管の伸縮を吸収できる。管継手1は、ボルト24とナット26だけでハウジング10を締め付け且つ開放可能であるから、止め金具部が継手本体と一体に鋳造されたダクタイル鋳鉄管に比べて施工性が遙かに良好である。   In the pipe joint 1, each member does not come into contact with a metal other than stainless steel, and contact corrosion specific to stainless steel does not occur in the ground. When water is passed through the pipe joint 1, the pressurized water that has entered the inside of the elastic gasket 8 pushes the gasket from the inside and presses it against the inner peripheral surface and both side walls of the rectangular annular groove 30, thereby further enhancing the water-sealed state. In the pipe joint 1, since the insertion pipe 5 can move back and forth, the expansion and contraction of the pipe due to earthquake, ground subsidence, geothermal generation, etc. can be absorbed in the joint part. Since the pipe joint 1 can tighten and release the housing 10 with only the bolt 24 and the nut 26, the workability is much better than the ductile cast iron pipe in which the stopper part is cast integrally with the joint body. .

実施例1の管継手1に関して、下記の確性試験を行った。この確性試験において、試料はJIS−G3459に準拠の呼び径100Aの配管用ステンレス鋼管(SUS304,Sch10S)であり、これを受け口管3および差し込み管5として用いる。   The following accuracy test was conducted on the pipe joint 1 of Example 1. In this accuracy test, the sample is a stainless steel pipe (SUS304, Sch10S) having a nominal diameter of 100A conforming to JIS-G3459, which is used as the inlet pipe 3 and the insertion pipe 5.

(1)耐圧試験
試験要領は、受け口管3および差し込み管5の端部をフリー支持するとともに、管継手1内に空気が残らないように水を満たし、水圧6.0MPaを掛けて5秒以上保持して、水漏れなどをチェックする。この試験結果では、管継手1において、水漏れ、その他の異常は発生しなかった。
(1) Pressure resistance test
The test procedure is to support the ends of the receiving tube 3 and the insertion tube 5 freely, fill water so that no air remains in the pipe joint 1, apply a water pressure of 6.0 MPa and hold for 5 seconds or more. Check for leaks. As a result of this test, water leakage and other abnormalities did not occur in the pipe joint 1.

(2)離脱防止力試験
試験要領は、受け口管3および差し込み管5を管継手1を接合した状態で、3×D(呼び径)KNの引張り荷重を加えたときに、脱管などをチェックする。この試験では、D(呼び径)は100であるから、引張り荷重F=3×100=300KNである。この試験結果では、管継手1において、脱管、その他の異常は発生しなかった。
(2) Detachment prevention test
The test procedure is to check for pipe removal and the like when a tensile load of 3 × D (nominal diameter) KN is applied in a state where the pipe fitting 1 is joined to the receiving pipe 3 and the insertion pipe 5. In this test, since D (nominal diameter) is 100, the tensile load F = 3 × 100 = 300 KN. In this test result, in the pipe joint 1, no pipe removal and other abnormalities occurred.

(3)伸縮試験
試験方法は、管継手1に空気が残らないように水を満たし、最高使用圧力の3.0MPaを掛けた状態で、管を管長の±1%(定尺:4000mmの場合=±40mm)を1往復として、20往復の伸縮を繰り返し行なったときに、水漏れなどをチェックする。この試験結果では、管継手1において、水漏れ、その他の異常は発生しなかった。
(3) Elasticity test
The test method is to fill the pipe fitting 1 with water so that no air remains, and apply a maximum working pressure of 3.0 MPa to the pipe with a pipe length of ± 1% (standard: 4000 mm = ± 40 mm). When one round trip is repeated for 20 round trips, water leaks are checked. As a result of this test, water leakage and other abnormalities did not occur in the pipe joint 1.

(4)曲げ試験
試験方法は、管継手1に空気が残らないように水を満たし、最高使用圧力の3.0MPaを掛けた状態で、許容曲げ角度4°(屈曲角度=8°)に曲げたときに、水漏れ、脱管などをチェックする。この試験結果では、管継手1において、水漏れ、脱管、その他の異常は発生しなかった。
(4) Bending test
The test method is to fill the pipe joint 1 with water so that no air remains and apply a maximum working pressure of 3.0 MPa and bend to an allowable bending angle of 4 ° (bending angle = 8 °). Check for leaks, depilation, etc. In this test result, in the pipe joint 1, water leakage, pipe removal, and other abnormalities did not occur.

管継手1の性能は、財団法人・国土開発技術研究センター「地下埋設管路耐震継手基準(案)」(1977年)によれば、耐震型の継手としての性能を満たしている。つまり、性能項目の伸縮量は、その基準性能が管長の±1%(S−1類)である。性能項目の離脱防止力は、その基準性能が3D(呼び径)KN(A級)である。性能項目の許容曲げ角度は、呼び径80A〜300Aにおいて4°である。   The performance of the pipe joint 1 satisfies the performance as an earthquake-resistant type joint according to the National Land Development Technology Research Center “Baseline Pipe Earthquake-resistant Joint Standard (draft)” (1977). That is, the amount of expansion / contraction of the performance item is that the standard performance is ± 1% of the pipe length (S-1 class). The standard performance of the performance item separation prevention force is 3D (nominal diameter) KN (Class A). The allowable bending angle of the performance item is 4 ° at nominal diameters 80A to 300A.

実施例2以降は本考案の変形例を示し、実施例1と同一の部材には同じ番号または番号を付していない。図3に示す管継手34では、受け口管36において、実施例1の環状突起6の代わりに管端に矩形断面のリング材38をフランジ状に溶接しており、差し込み管5は実施例1と同様である。弾性ガスケット40は、横断面がほぼL字形の矩形断面である。ガスケット取付時には、小径部42の内周面が差し込み管5の外周面と、および大径部44の端面が受け口管36のリング材38の側面と当接させて圧着する。   In the second and subsequent embodiments, modifications of the present invention are shown, and the same members as those in the first embodiment are not given the same numbers or numbers. In the pipe joint 34 shown in FIG. 3, in the receiving pipe 36, a ring member 38 having a rectangular cross section is welded to the pipe end instead of the annular protrusion 6 of the first embodiment in a flange shape. It is the same. The elastic gasket 40 is a rectangular section having a substantially L-shaped cross section. When the gasket is attached, the inner peripheral surface of the small-diameter portion 42 is brought into contact with the outer peripheral surface of the insertion tube 5 and the end surface of the large-diameter portion 44 is brought into contact with the side surface of the ring member 38 of the receiving tube 36 to be crimped.

半割り型のハウジング46の内周面には、受け口管36のリング材38および弾性ガスケット40と嵌合する矩形横断面の環状溝48と、差し込み管5の環状突起と軸方向に緩く嵌合する広幅の環状溝50とを形成する。例えば、呼び径100Aの管用のハウジング46であると、その軸方向幅が165mmであり、その前端面から12mmの位置に幅30mmの環状溝48を設け、その前端面から62mmの位置に軸方向幅90mmおよび内径128mmの環状溝50を設ける。   The inner circumferential surface of the half-split housing 46 is loosely fitted in the axial direction with the annular groove 48 having a rectangular cross section for fitting with the ring member 38 and the elastic gasket 40 of the receiving pipe 36 and the annular protrusion of the insertion pipe 5. And a wide annular groove 50 to be formed. For example, in the case of a pipe housing 46 having a nominal diameter of 100A, the axial width thereof is 165 mm, an annular groove 48 having a width of 30 mm is provided at a position 12 mm from the front end face, and an axial direction is provided at a position 62 mm from the front end face. An annular groove 50 having a width of 90 mm and an inner diameter of 128 mm is provided.

図4に示す管継手52では、受け口管54は、管端部分が直径140.3mmに拡径され、管端から約17mmの位置に環状突起56を設け、該環状突起のスナップ式のロックリング58を装着する。ロックリング58は丸リングでも角リングでもよい。一方、差し込み管60には、管端近傍に環状突起62を設ける。弾性ガスケット64は、横断面がL字形の矩に近いU字形断面である。ガスケット取付時には、小径部66の内周面が差し込み管60の外周面と、および大径部68の内周面が受け口管54の外周面と当接させて圧着する。   In the pipe joint 52 shown in FIG. 4, the receiving pipe 54 has a pipe end portion whose diameter is increased to 140.3 mm, an annular protrusion 56 is provided at a position of about 17 mm from the pipe end, and a snap-type lock ring of the annular protrusion is provided. Wear 58. The lock ring 58 may be a round ring or a square ring. On the other hand, the insertion tube 60 is provided with an annular protrusion 62 in the vicinity of the tube end. The elastic gasket 64 is a U-shaped cross section whose cross section is close to an L-shaped rectangle. When the gasket is attached, the inner peripheral surface of the small-diameter portion 66 is brought into contact with the outer peripheral surface of the insertion tube 60 and the inner peripheral surface of the large-diameter portion 68 is brought into contact with the outer peripheral surface of the receiving tube 54 to be crimped.

半割り型のハウジング70の内周面には、受け口管54の環状突起56と嵌合する環状溝72と、弾性ガスケット64と嵌合する矩形横断面の環状溝74とを形成する。例えば、呼び径100Aの管用のハウジング70であると、軸方向幅が72mmであり、その前端面から12mmの位置に幅12mmの環状溝72を設け、その前端面から30mmの位置に幅30mmの環状溝74を設ける。   On the inner peripheral surface of the half-divided housing 70, an annular groove 72 that fits with the annular protrusion 56 of the receiving pipe 54 and an annular groove 74 with a rectangular cross section that fits with the elastic gasket 64 are formed. For example, in the case of a housing 70 for a tube having a nominal diameter of 100A, the axial width is 72 mm, an annular groove 72 having a width of 12 mm is provided at a position 12 mm from the front end face, and a width of 30 mm is provided at a position 30 mm from the front end face. An annular groove 74 is provided.

管継手52を組み立てるには、差し込み管60に弾性ガスケット64およびロックリング58を嵌めておいてから、該差し込み管を受け口管54の管端に挿入する。次に、ロックリング58をその弾性を利用して縮径し、受け口管54の内周面と差し込み管60の外周面との間に入れ、受け口管54の環状突起56の位置で拡径させて固定する。弾性ガスケット64を受け口管54の管端に移動させる。差し込み管60の管端は、弾性ガスケット64つまり受け口管54から120mm程度入り込む。次に、ハウジング70の半円環状部を外側から嵌め、2本組のボルトとナットでハウジング70を締結する。   To assemble the pipe joint 52, the elastic gasket 64 and the lock ring 58 are fitted in the insertion pipe 60, and then the insertion pipe is inserted into the pipe end of the receiving pipe 54. Next, the diameter of the lock ring 58 is reduced by utilizing its elasticity, and is inserted between the inner peripheral surface of the receiving tube 54 and the outer peripheral surface of the insertion tube 60 and is expanded in diameter at the position of the annular protrusion 56 of the receiving tube 54. And fix. The elastic gasket 64 is moved to the pipe end of the receiving pipe 54. The tube end of the insertion tube 60 enters about 120 mm from the elastic gasket 64, that is, the receiving tube 54. Next, the semicircular annular portion of the housing 70 is fitted from the outside, and the housing 70 is fastened with two sets of bolts and nuts.

図5に示す管継手76は、異形管の前後に接続する直管または別の異形管に接続する非伸縮のステンレス鋼管継手であり、実施例1の管継手1と実質的に同じ構造である。管継手76は、大量生産の管継手1を異形管用に転用する際にも適用する。管継手76では、差し込み管5の環状突起7の両側に広幅のストッパ用リング78,78をそれぞれ密に嵌め込み、両リング78,78の幅および環状突起7の幅の合計がハウジング10の環状溝32の軸方向幅にほぼ等しい。ストッパ用リング78,78は、ステンレス鋼または炭素鋼にプラスチックコーティングを施した半割り構造であり、リングであれば一方を環状突起7の形成前に嵌め込んでおく。   The pipe joint 76 shown in FIG. 5 is a non-stretchable stainless steel pipe joint connected to a straight pipe connected to the front and back of the deformed pipe or another deformed pipe, and has substantially the same structure as the pipe joint 1 of the first embodiment. . The pipe joint 76 is also applied when diverting the mass-produced pipe joint 1 to a deformed pipe. In the pipe joint 76, wide stopper rings 78 and 78 are tightly fitted on both sides of the annular protrusion 7 of the insertion pipe 5, and the sum of the widths of both rings 78 and 78 and the annular protrusion 7 is the annular groove of the housing 10. Approximately equal to 32 axial widths. The stopper rings 78 and 78 have a half structure in which a plastic coating is applied to stainless steel or carbon steel, and one of the rings is fitted before the annular protrusion 7 is formed.

図6に示す管継手80は、実施例4と同様に異形管の前後に接続する直管または別の異形管に接続する非伸縮用であり、実施例1の管継手1と類似の構造である。管継手80は、実施例1の管継手1と比べると、受け口管3、差し込み管5、弾性ガスケット8は同じ構造であり、ハウジング82はより短寸である。ハウジング82の内周面には、受け口管3の環状突起6と密に嵌合する環状溝28と、弾性ガスケット8と密に嵌合する矩形横断面の環状溝32と、差し込み管5の環状突起7と密に嵌合する環状溝84とを形成する。   A pipe joint 80 shown in FIG. 6 is a non-stretchable pipe connected to a straight pipe connected to the front and back of a deformed pipe or another deformed pipe similarly to the fourth embodiment, and has a structure similar to that of the pipe joint 1 of the first embodiment. is there. Compared with the pipe joint 1 of the first embodiment, the pipe joint 80 has the same structure in the receiving pipe 3, the insertion pipe 5, and the elastic gasket 8, and the housing 82 is shorter. On the inner peripheral surface of the housing 82, an annular groove 28 that closely fits the annular protrusion 6 of the receiving pipe 3, an annular groove 32 that has a rectangular transverse cross section that closely fits the elastic gasket 8, and an annular shape of the insertion pipe 5. An annular groove 84 that fits closely with the protrusion 7 is formed.

1 地中埋設用の管継手
3 受け口管
5 差し込み管
6,7 環状突起
8 弾性ガスケット
10 ハウジング
12 小径部
14 大径部
24 ボルト
26 ナット
DESCRIPTION OF SYMBOLS 1 Pipe fitting for underground bureau 3 Receptacle pipe 5 Insertion pipe 6,7 Annular protrusion 8 Elastic gasket 10 Housing 12 Small diameter part 14 Large diameter part 24 Bolt 26 Nut

Claims (8)

管端部分を拡径した受け口管と、その管端部分を受け口管の管端部分に挿入する差し込み管とを接続する地中埋設用の管継手であって、環状突起を管端近傍に設けたステンレス鋼管の受け口管と、環状突起を管端よりも後方に設けたステンレス鋼管の差し込み管と、受け口管および差し込み管と液密に接触する弾性ガスケットと、受け口管および弾性ガスケットを固定し且つ差し込み管を保持する半割り型のハウジングとで構成し、前記弾性ガスケットは、ほぼU字形またはL字形横断面を有し、小径部の内周面が差し込み管と、および大径部の内周面または端面が受け口管と当接し、前記ハウジングの内周面には、受け口管の環状突起と嵌合する環状溝と、弾性ガスケットと嵌合する矩形横断面の環状溝と、差し込み管の環状突起と軸方向に緩くまたは密に嵌合する環状溝とを形成する地中埋設用のステンレス鋼管継手。   An underground pipe joint that connects a receiving pipe with an enlarged diameter at the pipe end and an insertion pipe to be inserted into the pipe end of the receiving pipe. The annular protrusion is provided near the pipe end. A stainless steel pipe receiving pipe, a stainless steel pipe insertion pipe with an annular protrusion provided behind the pipe end, an elastic gasket in liquid-tight contact with the receiving pipe and the insertion pipe, and fixing the receiving pipe and the elastic gasket; The elastic gasket has a substantially U-shaped or L-shaped cross section, and the inner peripheral surface of the small diameter portion is the insertion tube, and the inner periphery of the large diameter portion. The inner surface of the housing has an annular groove that fits with the annular protrusion of the receptacle pipe, an annular groove with a rectangular cross section that fits with the elastic gasket, and an annular shape of the insertion pipe. Protrusion and axial direction Stainless steel pipe joint for underground to form the loosely or tightly fitted annular groove. 受け口管および差し込み管に設ける環状突起は、ステンレス鋼管の外表面に塑性加工で設けるかまたはリング材を溶接で取り付けて形成する請求項1記載のステンレス鋼管継手。   2. The stainless steel pipe joint according to claim 1, wherein the annular projections provided on the receiving pipe and the insertion pipe are formed by plastic working on the outer surface of the stainless steel pipe or by attaching a ring material by welding. ハウジングにおいて、受け口管および差し込み管に設けた環状突起と嵌合する環状溝に覗き穴を1個またはその円周に沿って複数個設ける請求項1記載のステンレス鋼管継手。   The stainless steel pipe joint according to claim 1, wherein in the housing, one or more peep holes are provided in an annular groove fitted to an annular projection provided on the receiving pipe and the insertion pipe. 伸縮可能に接続するステンレス鋼管継手であって、弾性ガスケットは、ほぼU字形横断面を有し、小径部の内周面が差し込み管と、および大径部の内周面が受け口管と当接し、ハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝と、差し込み管の環状突起が軸方向に摺動可能に嵌合する広幅の環状溝とを形成する請求項1記載のステンレス鋼管継手。   The elastic gasket has a substantially U-shaped cross section, and is connected in a stretchable manner. The inner peripheral surface of the small diameter portion is in contact with the insertion tube, and the inner peripheral surface of the large diameter portion is in contact with the receiving tube. On the inner peripheral surface of the housing, an annular groove closely fitting with the annular protrusion of the receiving pipe, an annular groove having a rectangular cross section closely fitting with the elastic gasket, and an annular protrusion of the insertion pipe slide in the axial direction. The stainless steel pipe joint according to claim 1, wherein a wide annular groove that is movably fitted is formed. 伸縮可能に接続するステンレス鋼管継手であって、受け口管に設けた環状突起は、管端に取り付けたフランジ状のリング材であり、前記弾性ガスケットは、ほぼL字形横断面を有し、小径部の内周面が差し込み管とおよび大径部の端面が受け口管と当接し、前記ハウジングの内周面には、受け口管のリング材および弾性ガスケットと嵌合する矩形横断面の環状溝と、差し込み管の環状突起が軸方向に摺動可能に嵌る広幅の環状溝とを形成する請求項1記載のステンレス鋼管継手。   A stainless steel pipe joint that is extendably connected, and an annular protrusion provided on the receiving pipe is a flange-shaped ring member attached to the pipe end, and the elastic gasket has a substantially L-shaped cross section, and has a small diameter portion. The inner peripheral surface of the housing is in contact with the insertion tube and the end surface of the large-diameter portion is in contact with the receiving pipe, and the inner peripheral surface of the housing has an annular groove with a rectangular cross section that fits into the ring material and the elastic gasket of the receiving pipe, The stainless steel pipe joint according to claim 1, wherein the annular protrusion of the insertion tube forms a wide annular groove that is slidably fitted in the axial direction. 伸縮可能に接続するステンレス鋼管継手であって、環状突起を管端近傍に設けたステンレス鋼管の受け口管と、環状突起を管端近傍に設けたステンレス鋼管の差し込み管と、受け口管および差し込み管と液密に接触する弾性ガスケットと、受け口管および弾性ガスケットを固定し且つ差し込み管を保持する半割り型のハウジングとで構成し、前記ハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝とを形成し、受け口管の環状突起の内周側にロックリングを嵌め込んで固定し、該ロックリングが管継手の伸長時に差し込み管の環状突起と当接して差し込み管の抜け出しを阻止する地中埋設用のステンレス鋼管継手。   A stainless steel pipe joint that is extendably connected to a stainless steel pipe receiving pipe with an annular protrusion near the pipe end, a stainless steel pipe insertion pipe with an annular protrusion near the pipe end, and a receiving pipe and an insertion pipe. It is composed of an elastic gasket that is in liquid-tight contact, and a halved housing that holds the receiving tube and the elastic gasket and holds the insertion tube, and the inner peripheral surface of the housing is in close contact with the annular protrusion of the receiving tube. An annular groove to be fitted and an annular groove having a rectangular cross section closely fitted to the elastic gasket are formed, and a lock ring is fitted and fixed to the inner peripheral side of the annular protrusion of the receiving pipe, and the lock ring is fixed to the pipe. Underground stainless steel pipe fitting that prevents the insertion pipe from coming out by abutting against the annular projection of the insertion pipe when the joint is extended. 異形管に接続する非伸縮のステンレス鋼管継手であって、短寸のハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝と、差し込み管の環状突起と密に嵌合する環状溝とを形成する請求項1記載のステンレス鋼管継手。   A non-stretchable stainless steel pipe joint that connects to a deformed pipe, and a rectangular groove that fits tightly with an elastic groove and an annular groove that fits closely with the annular projection of the receiving pipe on the inner peripheral surface of the short housing 2. The stainless steel pipe joint according to claim 1, wherein an annular groove having a transverse cross section and an annular groove closely fitting with the annular protrusion of the insertion tube are formed. 異形管に接続する非伸縮のステンレス鋼管継手であって、ハウジングの内周面には、受け口管の環状突起と密に嵌合する環状溝と、弾性ガスケットと密に嵌合する矩形横断面の環状溝と、差し込み管の環状突起が嵌合する広幅の環状溝とを形成し、広幅の環状溝において差し込み管の環状突起の両側にストッパ用リングをそれぞれ密に嵌め込む請求項1記載のステンレス鋼管継手。   A non-stretchable stainless steel pipe joint that connects to a deformed pipe. The housing has an inner circumferential surface with an annular groove that fits closely with the annular projection of the receiving pipe, and a rectangular cross section that fits tightly with the elastic gasket. The stainless steel according to claim 1, wherein an annular groove and a wide annular groove into which the annular projection of the insertion tube is fitted are formed, and a stopper ring is closely fitted on both sides of the annular projection of the insertion tube in the wide annular groove. Steel pipe fitting.
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JP2017116053A (en) * 2015-12-25 2017-06-29 日新製鋼株式会社 Pipe-shaped structure
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WO2018235615A1 (en) * 2017-06-22 2018-12-27 日新製鋼株式会社 Tubular structure

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WO2017073088A1 (en) * 2015-10-27 2017-05-04 日新製鋼株式会社 Tubular structure and manufacturing method therefor
KR20180072802A (en) 2015-10-27 2018-06-29 닛신 세이코 가부시키가이샤 Tubular structure and manufacturing method thereof
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JP2017116053A (en) * 2015-12-25 2017-06-29 日新製鋼株式会社 Pipe-shaped structure
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