JP2011169335A - Compression caulking pipe joint, and connecting structure between compression caulking pipe joint and resin pipe - Google Patents

Compression caulking pipe joint, and connecting structure between compression caulking pipe joint and resin pipe Download PDF

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JP2011169335A
JP2011169335A JP2010031002A JP2010031002A JP2011169335A JP 2011169335 A JP2011169335 A JP 2011169335A JP 2010031002 A JP2010031002 A JP 2010031002A JP 2010031002 A JP2010031002 A JP 2010031002A JP 2011169335 A JP2011169335 A JP 2011169335A
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caulking
compression
sealing material
fitting groove
sleeve
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Ryosuke Ito
良輔 伊藤
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L33/00Arrangements for connecting hoses to rigid members; Rigid hose connectors, i.e. single members engaging both hoses
    • F16L33/20Undivided rings, sleeves or like members contracted on the hose or expanded in the hose by means of tools; Arrangements using such members
    • F16L33/207Undivided rings, sleeves or like members contracted on the hose or expanded in the hose by means of tools; Arrangements using such members only a sleeve being contracted on the hose
    • F16L33/2071Undivided rings, sleeves or like members contracted on the hose or expanded in the hose by means of tools; Arrangements using such members only a sleeve being contracted on the hose the sleeve being a separate connecting member
    • F16L33/2073Undivided rings, sleeves or like members contracted on the hose or expanded in the hose by means of tools; Arrangements using such members only a sleeve being contracted on the hose the sleeve being a separate connecting member directly connected to the rigid member

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joints That Cut Off Fluids, And Hose Joints (AREA)
  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a compression caulking pipe joint in which water leakage is surely found during initial water pressure test when a caulking failure occurs during construction, causing no coming-off of a resin pipe, nor water leakage from a connection portion even after long-period use if normal caulking work is done, and to provide a connecting structure between the compression caulking pipe joint and the resin pipe. <P>SOLUTION: A nozzle part 23 with the maximum outer diameter smaller than the inner diameter of the resin pipe P has at least one ring-shaped sealing material fitting groove 23a formed in a portion corresponding to the caulking position of a sleeve 3. Into the sealing material fitting groove 23a, a ring-shaped sealing material 24 is fitted so that its maximum height from the bottom of the sealing material fitting groove 23a is lower than the upper end of either side wall of the sealing material fitting groove 23a. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、圧縮かしめ管継手及びこの圧縮かしめ管継手と樹脂管との接続構造に関する。   The present invention relates to a compression caulking pipe joint and a connection structure between the compression caulking pipe joint and a resin pipe.

戸建て住宅や集合住宅の床下などに配管される給水・給湯用配管材としての架橋ポリエチレン管、ポリブテン管、ファンコイル等の空調機器の冷温水配管に用いられるアルミニウムの芯層を挟んで内外層にポリエチレン樹脂層が形成された金属強化ポリエチレン管(たとえば、積水化学工業社製商品名エスロンスーパーエスロメタックス)などの樹脂管が用いられている。
そして、これらの樹脂管と、戸外等に配管された金属管などの剛性管とを接続するためには、図10に示すような圧縮かしめ管継手200が用いられている(例えば、特許文献1参照)。
The inner and outer layers are sandwiched between aluminum core layers used for cold and hot water piping of air-conditioning equipment such as cross-linked polyethylene pipes, polybutene pipes, and fan coils as pipes for water supply and hot water supply piped under the floors of detached houses and apartment buildings. Resin pipes such as metal reinforced polyethylene pipes (for example, trade name ESLON SUPER ETHROMETAX manufactured by Sekisui Chemical Co., Ltd.) in which a polyethylene resin layer is formed are used.
And in order to connect these resin pipes and rigid pipes, such as a metal pipe piped outdoors, the compression caulking pipe joint 200 as shown in FIG. 10 is used (for example, patent document 1). reference).

図10に示すように、圧縮かしめ管継手200は、スリーブ210と、継手本体220と、を備えている。継手本体220は、スリーブ210に囲繞されたノズル部221を備えている。
そして、圧縮かしめ管継手200は、ノズル部221とスリーブ210との間に樹脂管Pの端部を挿入し、かしめ工具(図示せず)にセットした専用のかしめダイス110を用いてスリーブ210のかしめ部(図中の点線矢印の3箇所)をかしめることによって水密に樹脂管Pを接続できるようになっている。
As shown in FIG. 10, the compression caulking pipe joint 200 includes a sleeve 210 and a joint body 220. The joint main body 220 includes a nozzle portion 221 surrounded by the sleeve 210.
The compression caulking pipe joint 200 inserts the end portion of the resin pipe P between the nozzle portion 221 and the sleeve 210 and uses a dedicated caulking die 110 set on a caulking tool (not shown) to form the sleeve 210. The resin pipe P can be connected in a watertight manner by caulking the caulking portions (three places indicated by dotted arrows in the figure).

すなわち、ノズル部221は、スリーブ210のかしめ部に対応する位置にリング状をしたシール材嵌合溝222を有し、このリング状シール材嵌合溝222にリング状シール材223が嵌合されている。
そして、樹脂管Pは、かしめによって、スリーブ210のかしめ位置に対応する部分がノズル部221側に縮径するように変形し、この変形部の内壁面がリング状シール材223に圧接されて圧縮かしめ管継手200に水密に接続される。
That is, the nozzle portion 221 has a ring-shaped sealing material fitting groove 222 at a position corresponding to the caulking portion of the sleeve 210, and the ring-shaped sealing material 223 is fitted into the ring-shaped sealing material fitting groove 222. ing.
The resin pipe P is deformed by caulking so that the portion corresponding to the caulking position of the sleeve 210 is reduced in diameter toward the nozzle portion 221, and the inner wall surface of the deforming portion is pressed against the ring-shaped sealing material 223 and compressed. It is connected to the caulking pipe joint 200 in a watertight manner.

特開2005−325904号公報JP 2005-325904 A

ところで、従来の圧縮かしめ管継手200では、接続しようとする樹脂管Pの内径よりリング状シール材223の外径が大きいため、樹脂管Pをノズル部221とスリーブ210との間に挿入しただけで、リング状シール材223が樹脂管Pの内壁面に密着して水密性が発揮される。
したがって、施工時にかしめ忘れがあっても初期水圧テスト時には漏れず、使用後に樹脂管Pが抜けたり、接続部分から水漏れしたりするという課題がある。
By the way, in the conventional compression caulking pipe joint 200, since the outer diameter of the ring-shaped sealing material 223 is larger than the inner diameter of the resin pipe P to be connected, the resin pipe P is simply inserted between the nozzle portion 221 and the sleeve 210. Thus, the ring-shaped sealing material 223 comes into close contact with the inner wall surface of the resin pipe P, and watertightness is exhibited.
Therefore, even if forgetting caulking at the time of construction, there is a problem that it does not leak at the initial water pressure test, and the resin pipe P comes out after use or water leaks from the connection portion.

本発明は、上記事情に鑑みて、施工時にかしめ忘れがあった場合、初期水圧試験時に確実に水漏れが生じ、正常なかしめが行われれば、長期使用後においても、樹脂管が抜けたり、接続部分から水漏れしたりすることがない圧縮かしめ管継手及びこの圧縮かしめ管継手と樹脂管との接続構造を提供することを目的としている。   In view of the above circumstances, in the case of forgetting caulking at the time of construction, the present invention surely causes water leakage during the initial water pressure test, and if normal caulking is performed, even after long-term use, the resin tube comes off, It is an object of the present invention to provide a compression caulking pipe joint that does not leak water from a connecting portion, and a connection structure between the compression caulking pipe joint and a resin pipe.

上記目的を達成するために、本発明にかかる圧縮かしめ管継手は、管継手の一端に設けられたノズル部と、ノズル部を囲繞するように配置されたスリーブとの間に接続される樹脂管を挿入するとともに、専用かしめダイスを用いてかしめることによってスリーブとノズル部との間で前記樹脂管の端部を水密に挟むようにした圧縮かしめ管継手であって、前記ノズル部は、前記スリーブのかしめ位置に対応する部分にリング状のシール材嵌合溝を有し、このシール材嵌合溝に、シール材嵌合溝の底からの最高高さがシール材嵌合溝の両側壁の上端より低い位置となるリング状シール材が嵌装されていることを特徴としている。   In order to achieve the above object, a compression caulking pipe joint according to the present invention is a resin pipe connected between a nozzle portion provided at one end of the pipe joint and a sleeve arranged so as to surround the nozzle portion. A compression caulking pipe joint in which the end of the resin pipe is sandwiched between the sleeve and the nozzle part by caulking with a dedicated caulking die, and the nozzle part is There is a ring-shaped sealing material fitting groove in the portion corresponding to the caulking position of the sleeve, and the maximum height from the bottom of the sealing material fitting groove is on both side walls of the sealing material fitting groove. A ring-shaped sealing material that is located at a position lower than the upper end of each is fitted.

本発明において、リング状シール材は、特に限定されないが、専用かしめダイスによる正常かしめ状態で5〜65%の圧縮率で圧縮される断面形状をしていることが好ましい。
なお、本発明において、上記圧縮率は、かしめ前のシール材嵌合溝の底からのリング状シール材の最高高さをH1、シール材嵌合溝の底からかしめ後のシール材嵌合溝に臨む樹脂管の内壁面までの最短距離〔(かしめ後のシール材嵌合溝に臨む樹脂管の最小内径−シール材嵌合溝の底部分の径)/2で算出できる〕をLとしたとき、下記式(1)で算出される。
圧縮率=(H1−L)/H1×100・・・(1)
In the present invention, the ring-shaped sealing material is not particularly limited, but preferably has a cross-sectional shape that is compressed at a compression rate of 5 to 65% in a normal caulking state with a dedicated caulking die.
In the present invention, the compression ratio is defined by the maximum height of the ring-shaped sealing material from the bottom of the sealing material fitting groove before caulking H1, and the sealing material fitting groove after caulking from the bottom of the sealing material fitting groove. L is the shortest distance to the inner wall surface of the resin tube facing the surface [(calculated by the minimum inner diameter of the resin tube facing the sealing material fitting groove after caulking−the diameter of the bottom portion of the sealing material fitting groove) / 2] Is calculated by the following equation (1).
Compression rate = (H1−L) / H1 × 100 (1)

また、本発明の圧縮かしめ管継手と樹脂管との接続構造は、特に限定されないが、対となる2つの半円弧状をした線状かしめ部が、同一平面内に存在せず、かつ、両線状かしめ部の円弧の両端部が立体的に重なるようにスリーブのかしめ位置にかしめ形成されて樹脂管と圧縮かしめ管継手とが接続されている接続構造とすることが好ましい。
なお、上記接続構造において、対となる2つの線状かしめ部は、同一平面に無ければよいが、止水性を考慮すると、2つの線状かしめ部間の管軸方向の距離は、できるだけ近い方が好ましい。
In addition, the connection structure between the compression crimped pipe joint and the resin pipe of the present invention is not particularly limited, but the pair of two semi-arc-shaped linear crimping portions do not exist in the same plane, and both It is preferable to have a connection structure in which the resin pipe and the compression caulking pipe joint are connected by caulking and forming at the caulking position of the sleeve so that both ends of the arc of the linear caulking part are three-dimensionally overlapped.
In the connection structure, the two linear caulking portions to be paired do not have to be on the same plane. However, in consideration of water-stopping, the distance in the tube axis direction between the two linear caulking portions is as close as possible. Is preferred.

以上のように、本発明にかかる圧縮かしめ管継手は、管継手の一端に設けられたノズル部と、ノズル部を囲繞するように配置されたスリーブとの間に接続される樹脂管の端部を挿入するとともに、スリーブの軸方向の少なくとも一部に設けられたかしめ位置を、専用かしめダイスを用いてかしめることによってスリーブとノズル部との間で前記樹脂管の端部を水密に挟むようにした圧縮かしめ管継手であって、前記ノズル部は、前記スリーブのかしめ位置に対応する部分にリング状のシール材嵌合溝を有し、このシール材嵌合溝に、シール材嵌合溝の底からの最高高さがシール材嵌合溝の両側壁の上端より低い位置となるリング状シール材が嵌装されているので、施工時にかしめ忘れがあった場合、初期水圧テスト時に確実に水漏れが生じ、正常なかしめが行われれば、長期使用後においても、樹脂管が抜けたり、接続部分から水漏れしたりすることがない。   As described above, the compression caulking pipe joint according to the present invention is an end part of a resin pipe connected between a nozzle part provided at one end of the pipe joint and a sleeve arranged so as to surround the nozzle part. And inserting the end of the resin tube between the sleeve and the nozzle portion in a water-tight manner by caulking the caulking position provided in at least part of the axial direction of the sleeve using a dedicated caulking die. The nozzle portion has a ring-shaped sealing material fitting groove in a portion corresponding to the caulking position of the sleeve, and the sealing material fitting groove is provided in the sealing material fitting groove. The ring-shaped seal material is installed so that the maximum height from the bottom of the seal is lower than the upper ends of both side walls of the seal material fitting groove. Water leaks, If normal crimping is performed, even after prolonged use, or missing resin tube, there is no or to leak from the connecting part.

しかも、かしめていない状態では、その外径が前記シール材嵌合溝の側壁上側周縁の直径より小径のリング状シール材がシール材嵌合溝に嵌合されているので、スリーブとノズル部との間に樹脂管の端部を挿入しただけでは、樹脂管の内周面とノズル部及びリング状シール材の外周面との間には、必ず隙間が生じる。したがって、かしめ忘れがあると、初期水圧試験を行ったとき、樹脂管の内周面とリング状シール材の外周面とを介して水漏れが生じる。   In addition, in a state where it is not crimped, the ring-shaped sealing material whose outer diameter is smaller than the diameter of the upper peripheral edge of the side wall of the sealing material fitting groove is fitted into the sealing material fitting groove. If only the end portion of the resin tube is inserted between the inner peripheral surface of the resin tube, a gap is always generated between the inner peripheral surface of the resin tube and the outer peripheral surface of the nozzle portion and the ring-shaped sealing material. Therefore, if the caulking is forgotten, water leaks through the inner peripheral surface of the resin tube and the outer peripheral surface of the ring-shaped sealing material when the initial water pressure test is performed.

また、リング状シール材のシール材嵌合溝の底からの最高高さがシール材嵌合溝の両側壁の上端より低い位置となっているので、樹脂管をスリーブとノズル部との間に挿入する際に、樹脂管の端部がリング状シール材に接触してリンク状シール材を損傷したり、シール材嵌合溝から離脱させたりする、所謂脱リングが発生しない。すなわち、リンク状シール材の損傷やシール材嵌合溝から離脱による止水不備の問題が発生しない。
また、本発明の圧縮かしめ管継手と樹脂管との接続構造を、対となる2つの半円弧状をした線状かしめ部が、同一平面内に存在せず、かつ、両線状かしめ部の円弧の両端部が立体的に重なるようにスリーブのかしめ位置にかしめ形成されて樹脂管と圧縮かしめ管継手とが接続されている接続構造とすれば、より止水を確実に行うことができる。
すなわち、対となる2つの線状かしめ部は、同一平面内に存在しないため、かしめの際に両線状かしめ部の両端が突き合うことによる褶曲部がスリーブに生じることがない。両線状かしめ部の円弧の両端部が立体的に重なるので、スリーブのかしめ部は、あたかも真円にかしめられたようになる。したがって、スリーブは、その全周がほぼ均等にかしめられて、かしめの不均一による止水不良などの問題もない。
In addition, since the maximum height of the ring-shaped sealing material from the bottom of the sealing material fitting groove is lower than the upper ends of both side walls of the sealing material fitting groove, the resin pipe is placed between the sleeve and the nozzle part. At the time of insertion, so-called deringing in which the end of the resin tube contacts the ring-shaped sealing material and damages the link-shaped sealing material or separates from the sealing material fitting groove does not occur. That is, there is no problem of water stoppage due to damage to the link-shaped sealing material or separation from the sealing material fitting groove.
Further, in the connection structure between the compression crimped pipe joint and the resin pipe of the present invention, the two linear arc-shaped caulking portions that are paired do not exist in the same plane, and both the linear caulking portions If the connection structure is formed by caulking the sleeve so that both ends of the arc are three-dimensionally overlapped and the resin pipe and the compression caulking joint are connected, water can be stopped more reliably.
That is, since the two linear caulking portions that are paired do not exist in the same plane, a curved portion due to the ends of both linear caulking portions abutting at the time of caulking does not occur in the sleeve. Since both ends of the arcs of the two linear caulking portions are three-dimensionally overlapped, the caulking portion of the sleeve seems to be caulked to a perfect circle. Therefore, the entire circumference of the sleeve is caulked almost uniformly, and there is no problem of water stoppage failure due to uneven caulking.

本発明にかかる圧縮かしめ管継手の1つの実施の形態をあらわす斜視図である。It is a perspective view showing one embodiment of a compression caulking pipe joint concerning the present invention. 図1の圧縮かしめ管継手の断面図である。It is sectional drawing of the compression crimping fitting of FIG. 図2の要部拡大断面図であるIt is a principal part expanded sectional view of FIG. 本発明の圧縮かしめ管継手に用いるかしめ工具の1例をあらわす正面図である。It is a front view showing one example of the caulking tool used for the compression caulking pipe joint of the present invention. 図4のかしめ工具に装着されるかしめダイスの分割ダイスの突き合わせ面を突き合わせる前に状態の斜視図である。It is a perspective view of a state before butting the butting | matching surface of the division | segmentation die | dye of the caulking die with which the caulking tool of FIG. 4 is mounted | worn. 図5のかしめダイスの分割ダイスの突き合わせ面を突き合わせた状態の斜視図である。FIG. 6 is a perspective view of a state in which the butting surfaces of the split dies of the caulking die of FIG. 5 are butted. 図5を軸方向から見た図である。It is the figure which looked at FIG. 5 from the axial direction. 図1の圧縮かしめ管継手と樹脂管とを図4のかしめ工具及び図5〜7に示すかしめダイスを用いて接続する方法を説明する図である。It is a figure explaining the method of connecting the compression caulking pipe joint and resin pipe of FIG. 1 using the caulking tool of FIG. 4 and the caulking die shown in FIGS. 図1の圧縮かしめ管継手と樹脂管とを図4のかしめ工具及び図5〜7に示すかしめダイスを用いて接続した状態の正面図である。It is a front view of the state which connected the compression caulking pipe joint and resin pipe of FIG. 1 using the caulking tool of FIG. 4 and the caulking die shown in FIGS. 従来の圧縮かしめ管継手の樹脂管を接続した状態の半断面図である。It is a half sectional view of the state where the resin pipe of the conventional compression caulking pipe joint is connected.

以下に、本発明を、その実施の形態をあらわす図面を参照しつつ詳しく説明する。
図1及び図2は、本発明にかかる圧縮かしめ管継手の1つの実施の形態をあらわしている。
Hereinafter, the present invention will be described in detail with reference to the drawings showing embodiments thereof.
FIG. 1 and FIG. 2 show one embodiment of a compression caulking fitting according to the present invention.

図1及び図2に示すように、この圧縮かしめ管継手1は、継手本体2と、スリーブ3とを備えている。
継手本体2は、真鍮、砲金、ステンレス鋼などから形成されていて、六角ナット状をしたフランジ部21と、フランジ部21の一方に連設された雄ねじ筒部22と、フランジ部21の他方に連設されたノズル部23とを備えている。
As shown in FIG. 1 and FIG. 2, the compression caulking pipe joint 1 includes a joint body 2 and a sleeve 3.
The joint body 2 is made of brass, gun metal, stainless steel, or the like, and has a hexagonal nut-shaped flange portion 21, a male screw cylinder portion 22 connected to one of the flange portions 21, and the other flange portion 21. And a nozzle portion 23 provided continuously.

ノズル部23は、図2に示すように、その最大外径が接続される樹脂管Pの内径より小さく、後述する専用のかしめダイスでスリーブ3をかしめたとき、中央のかしめ位置に対応する位置にリング状をしたシール材嵌合溝23aを備え、シール材嵌合溝23aを挟んだ両側の外周面が、鋸歯状の凹凸形状に形成されている。
シール材嵌合溝23aには、リング状シール材24が嵌装されている。
As shown in FIG. 2, the nozzle portion 23 has a maximum outer diameter smaller than the inner diameter of the resin pipe P to be connected, and when the sleeve 3 is caulked with a dedicated caulking die described later, a position corresponding to the caulking position at the center. The ring-shaped sealing material fitting groove 23a is provided, and the outer peripheral surfaces on both sides sandwiching the sealing material fitting groove 23a are formed in a serrated uneven shape.
A ring-shaped sealing material 24 is fitted in the sealing material fitting groove 23a.

リング状シール材24は、EPDM(エチレン−プロピレン−ジエン共重合体)などの合成ゴムで形成されていて、図3に示すように、シール材嵌合溝23aへの嵌装状態で、シール材嵌合溝23aの底からの最高高さH1が、シール材嵌合溝23aの底からシール材嵌合溝23aの両側壁上端までの高さH2より低くなるように形成されているとともに、
その断面形状が、非圧縮状態で、リングの厚み方向の寸法がシール材嵌合溝23の溝幅より少し小さく、最高高さH1部分がリングの厚み方向(中心軸方向)の中心位置よりノズル部23の先端側に少しずれた断面略かまぼこ形状をしている。
また、リング状シール材24は、後述するように樹脂管Pが正常に接続されたとき、図3において2点鎖線で示すように、圧縮率が5〜65%となるように弾性変形するように形成されている。
The ring-shaped sealing material 24 is made of synthetic rubber such as EPDM (ethylene-propylene-diene copolymer), and as shown in FIG. 3, the sealing material is fitted in the sealing material fitting groove 23a. The maximum height H1 from the bottom of the fitting groove 23a is formed to be lower than the height H2 from the bottom of the sealing material fitting groove 23a to the upper ends of both side walls of the sealing material fitting groove 23a.
The cross-sectional shape is an uncompressed state, the dimension in the thickness direction of the ring is slightly smaller than the groove width of the seal material fitting groove 23, and the maximum height H1 portion is the nozzle from the center position in the thickness direction (center axis direction) of the ring. The section 23 has a substantially semi-cylindrical shape slightly shifted to the tip side.
Further, when the resin pipe P is normally connected as will be described later, the ring-shaped sealing material 24 is elastically deformed so that the compressibility becomes 5 to 65% as shown by a two-dot chain line in FIG. Is formed.

スリーブ3は、ステンレス鋼やアルミニウムによって形成されていて、スリーブ本体31と、スリーブ本体31の一端に連設された円形フランジ32とを備えている。
スリーブ本体31は、図2に示すように、その内径が樹脂管Pの外径とほぼ同じか少し大きくなっているとともに、他端が継手本体2のフランジ部21のノズル部23側に設けられたリング状の嵌合溝21aに嵌合一体化されている。
円形フランジ32は、スリーブ本体31の一端から外周方向に広がるように設けられている。
The sleeve 3 is formed of stainless steel or aluminum, and includes a sleeve main body 31 and a circular flange 32 that is connected to one end of the sleeve main body 31.
As shown in FIG. 2, the sleeve body 31 has an inner diameter that is substantially the same as or slightly larger than the outer diameter of the resin tube P, and the other end is provided on the nozzle portion 23 side of the flange portion 21 of the joint body 2. The ring-like fitting groove 21a is fitted and integrated.
The circular flange 32 is provided so as to spread from one end of the sleeve body 31 in the outer circumferential direction.

この圧縮かしめ管継手1は、例えば、図4に示すようなかしめ工具4に装着された図5〜図7に示す専用のかしめダイス5を用いてスリーブ3がかしめられる。
図5〜図7に示すように、かしめダイス5は、2つの分割ダイス5aから構成されている。
2つの分割ダイス5aは、それぞれ略半筒形状をしたかしめ凹部51と、かしめ凹部51の両側に設けられた突き合わせ面52とを有している。
In this compression caulking pipe joint 1, for example, the sleeve 3 is caulked using a dedicated caulking die 5 shown in FIGS. 5 to 7 attached to a caulking tool 4 as shown in FIG. 4.
As shown in FIGS. 5 to 7, the caulking die 5 is composed of two divided dies 5 a.
Each of the two divided dies 5 a includes a caulking concave portion 51 having a substantially semi-cylindrical shape, and abutting surfaces 52 provided on both sides of the caulking concave portion 51.

また、両分割ダイス5aは、突き合わせ面52が、突き合わせ凸面52aと突き合わせ凹面52bとを軸方向に交互に形成した凹凸形状をしていて、一方の分割ダイス5aの突き合わせ凸面52aが他方の分割ダイス5aの突き合わせ凹面52bに突き合うようになっている。
かしめ凹部51の内壁面には、半円弧状をしたかしめ突条53が、平行に3条ずつ設けられている。そして、かしめ突条53を含むかしめ凹部51の突き合わせ面52とのコーナー部は、湾曲形状に面取りされている。
Moreover, both the split dies 5a have a concavo-convex shape in which the butt surface 52 is formed by alternately forming the butt convex surface 52a and the butt concave surface 52b in the axial direction, and the butt convex surface 52a of one split die 5a is the other split die. It abuts on the abutting concave surface 52b of 5a.
On the inner wall surface of the caulking recess 51, three caulking protrusions 53 each having a semicircular arc shape are provided in parallel. And the corner part with the abutting surface 52 of the caulking recessed part 51 containing the caulking protrusion 53 is chamfered by the curved shape.

そして、各かしめ突条53は、突き合わせ凸面52aを形成する突部52cの両端縁および端部突部52dの内側の端縁に沿うようにかしめ凹部51の内壁面と突き合わせ凸面52aとのコーナー部に達するようにそれぞれ設けられている。
また、両分割ダイス5aは、かしめ工具4にセットされた状態で、一方の分割ダイス5aのかしめ突条53と、他方の分割ダイス5aのかしめ突条53とが1つずつ対となるように配置され、両分割ダイス5aの突き合わせ凸面52aと突き合わせ凹面52bとが突き合わされた状態で、各対となるかしめ突条53が、かしめ凹部51の軸に直交する方向(図6の矢印X方向)から投影したとき、重なって投影されないようにかしめ凹部51の軸方向にずれるとともに、図7に示すように、かしめ凹部51の軸方向から見たとき、対となるかしめ突条53の両端部同士が重なった状態となる。すなわち、対となるかしめ突条53が略円形を形成したように見える。また、中央の対となるかしめ突条53は、かしめ時にリング状シール材24の直上を臨む位置に配置されるようになっている。
Each caulking ridge 53 is a corner portion between the inner wall surface of the caulking concave portion 51 and the butt convex surface 52a so as to follow both end edges of the protrusion 52c forming the butt convex surface 52a and the inner edge of the end protrusion 52d. Each is provided to reach.
Further, in a state where the two split dies 5a are set on the caulking tool 4, the caulking ridge 53 of one split die 5a and the caulking ridge 53 of the other split die 5a are paired one by one. A direction in which the pair of caulking ridges 53 are orthogonal to the axis of the caulking concave portion 51 in the state in which the butting convex surfaces 52a and the butting concave surfaces 52b of both split dies 5a are abutted (direction of arrow X in FIG. 6). When projected from above, the two ends of the caulking ridges 53 that are paired with each other are displaced in the axial direction of the caulking concave portion 51 so that they are not projected in an overlapping manner, as shown in FIG. Will be overlapped. That is, it seems that the caulking ridges 53 forming a pair form a substantially circular shape. Further, the caulking ridges 53 forming a pair at the center are arranged at a position facing directly above the ring-shaped sealing material 24 during caulking.

つぎに、上記かしめ工具4に装着されたかしめダイス5を用いた樹脂管Pの圧縮かしめ管継手1への接続方法を、図8を参照しながら詳しく説明する。   Next, a method of connecting the resin pipe P to the compression caulking fitting 1 using the caulking die 5 attached to the caulking tool 4 will be described in detail with reference to FIG.

(1)図8(a)に示すように、樹脂管Pの端部をスリーブ3とノズル部23との間に挿入する。
このとき、圧縮かしめ管継手1は、ノズル部23の最大外径が樹脂管Pの内径より小径で、リング状シール材24の外径が、シール材嵌合溝23aの側壁上側周縁の直径より小径であるので、この挿入状態では、樹脂管Pとノズル部23及びリング状シール材24との間に水圧試験を行ったときに確実に水漏れが生じる隙間が生じた状態となっている。
(1) As shown in FIG. 8A, the end portion of the resin pipe P is inserted between the sleeve 3 and the nozzle portion 23.
At this time, the compression caulking pipe joint 1 is such that the maximum outer diameter of the nozzle portion 23 is smaller than the inner diameter of the resin pipe P, and the outer diameter of the ring-shaped sealing material 24 is larger than the diameter of the upper peripheral edge of the side wall of the sealing material fitting groove 23a. Since it has a small diameter, in this inserted state, a gap in which water leaks surely occurs when a water pressure test is performed between the resin pipe P and the nozzle part 23 and the ring-shaped sealing material 24.

(2)上記のように樹脂管Pがセットされた圧縮かしめ管継手1を、図8(a)に示すように、2つの分割ダイス5aの間(図8(a)では片側の分割ダイス5aしかあらわれていない)にスリーブ本体31部分が挟まるようにかしめ工具4を配置した後、かしめ工具4のレバー41を操作して一方の分割ダイス5aを他方の分割ダイス5a側に向かって移動させて図8(b)に示すようにスリーブ本体31をかしめる。
このかしめによって、スリーブ本体31が3対のかしめ突条53によって、シール材嵌合溝23aの直上部分及びこのシール材嵌合溝23aを挟んだ凹凸形状部分がかしめられる。
そして、このスリーブ3がかしめられることによって、樹脂管Pがかしめ突条53に対応する部分でノズル部23側にリング状に変形される。すなわち、樹脂管Pは、中央の対となるかしめ突条53に対応する部分で、図3及び図8(b)に示すように、シール材嵌合溝23a内に内壁面側の一部が入り込んでリング状シール材24を5〜65%の圧縮率になるように圧縮変形されて、しっかりと止水を図る一方、図8(b)に示すように、2組の対となるかしめ突条53に対応する部分でシール材嵌合溝23aを挟んだ凹凸形状部分に内壁面側の一部が食い込むように圧縮変形されて樹脂管Pの抜け止めがなされる。
(2) As shown in FIG. 8 (a), the compression caulking pipe joint 1 in which the resin pipe P is set as described above is placed between two divided dies 5a (in FIG. 8 (a), one side divided dies 5a After the caulking tool 4 is arranged so that the sleeve main body 31 portion is sandwiched between them, the lever 41 of the caulking tool 4 is operated to move one split die 5a toward the other split die 5a. As shown in FIG. 8B, the sleeve main body 31 is caulked.
By this caulking, the sleeve main body 31 is caulked by the three pairs of caulking ridges 53 at the portion directly above the sealing material fitting groove 23a and the uneven portion sandwiching the sealing material fitting groove 23a.
Then, when the sleeve 3 is caulked, the resin pipe P is deformed in a ring shape toward the nozzle portion 23 at a portion corresponding to the caulking ridge 53. That is, the resin pipe P is a portion corresponding to the caulking ridge 53 that forms a pair at the center, and as shown in FIGS. 3 and 8B, a part on the inner wall surface side is formed in the seal material fitting groove 23a. The ring-shaped sealing material 24 is compressed and deformed so as to have a compression rate of 5 to 65% and firmly stops the water. On the other hand, as shown in FIG. The resin pipe P is prevented from coming off by being compressed and deformed so that a part on the inner wall surface side bites into the concavo-convex shape part sandwiching the sealing material fitting groove 23a at the part corresponding to the stripe 53.

この圧縮かしめ管継手1は、上記のように、ノズル部23の最大外径が樹脂管Pの内径より小径で、リング状シール材24の外径が、シール材嵌合溝23aの側壁上側周縁の直径より小径であるので、この挿入状態では、樹脂管Pとノズル部23及びリング状シール材24との間に水圧試験を行ったときに確実に水漏れが生じる隙間が生じた状態となる。したがって、初期水圧試験時にかしめ忘れを確実に発見することができる。もちろん、正常なかしめが行われれば、長期使用後においても、樹脂管Pが抜けたり、接続部分から水漏れしたりすることがない。
また、上記かしめダイス5を用いてかしめれば、軽い力でかしめることができるとともに、かしめ部分に褶曲形状の余肉部が形成されず、周方向で圧縮が不均一になることがないため、漏水等に対する接合部の信頼性が向上する。
しかも、この圧縮かしめ管継手1は、リング状シール材24の外径が、シール材嵌合溝23aの側壁上側周縁の直径より小径であるので、止水性を確保するためには、樹脂管Pの内壁がシール材嵌合溝23a内に入り込むように縮径させなければならない。すなわち、かしめによるスリーブ3及び樹脂管Pのかしめ部の縮径量を大きくする必要があるが、上記かしめダイス5を用いれば、必要な大きな縮径量を十分に確保することができる。
As described above, the compression caulking pipe joint 1 has the maximum outer diameter of the nozzle portion 23 smaller than the inner diameter of the resin pipe P, and the outer diameter of the ring-shaped sealing material 24 is the upper peripheral edge of the side wall of the sealing material fitting groove 23a. Therefore, in this inserted state, there is a gap in which water leakage is surely generated when the water pressure test is performed between the resin pipe P and the nozzle portion 23 and the ring-shaped sealing material 24. . Therefore, it is possible to reliably detect forgetting in the initial hydraulic pressure test. Of course, if normal caulking is performed, the resin pipe P will not come out and water will not leak from the connected portion even after long-term use.
Further, if the caulking die 5 is used for caulking, the caulking portion can be caulked with a light force, and a curved surplus portion is not formed in the caulking portion, so that compression does not become uneven in the circumferential direction. In addition, the reliability of the joint against water leakage and the like is improved.
In addition, since the outer diameter of the ring-shaped sealing material 24 is smaller than the diameter of the upper peripheral edge of the side wall of the sealing material fitting groove 23a, the compression caulking pipe joint 1 has a resin pipe P in order to ensure water-stopping. The inner wall must be reduced in diameter so as to enter the sealing material fitting groove 23a. That is, it is necessary to increase the diameter reduction amount of the caulking portion of the sleeve 3 and the resin pipe P by caulking, but if the caulking die 5 is used, a necessary large diameter reduction amount can be sufficiently ensured.

すなわち、上記かしめダイス5は、一方の分割ダイス5aを他方の分割ダイス5a方向に移動させていくと、まず、スリーブ53の壁面にかしめ突条53の両端があたるが、かしめ突条53の両端縁が湾曲形状に面取りされているので、スリーブ53が軽い力でスムーズにかしめ凹部51内に入り込むとともに、図9に示すように、かしめ突条53に当接する部分がかしめられて半円形状の線状かしめ部34が形成される。そして、線状かしめ部34によって樹脂管Pの壁面が圧縮変形される。また、対となるかしめ突条53の位置が、重なっていると、かしめていくと、スリーブ本体31の余肉部分が突き合わせ面近傍にあつまり褶曲形状となるが、上記かしめダイス5は、2つの分割ダイス5aの対となるかしめ突条53は、かしめ凹部51の軸方向にずれている、すなわち、同一平面上にないとともに、両分割ダイス5aの突き合わせ凸面52aと突き合わせ凹面52bとが突き合わされた状態となるため、対となる線状かしめ部34は、その端部が突き合うことがない。したがって、かしめ部分に褶曲形状の余肉部が形成されず、周方向で圧縮が不均一になることがない。   That is, in the caulking die 5, when one split die 5 a is moved in the direction of the other split die 5 a, first, both ends of the caulking ridge 53 hit the wall surface of the sleeve 53. Since the edge is chamfered in a curved shape, the sleeve 53 smoothly enters the caulking concave portion 51 with a light force, and the portion that contacts the caulking ridge 53 is caulked as shown in FIG. A linear caulking portion 34 is formed. Then, the wall surface of the resin pipe P is compressed and deformed by the linear caulking portion 34. Further, if the positions of the caulking ridges 53 that are paired are overlapped, when the caulking ridges 53 are caulked, the surplus portion of the sleeve body 31 becomes a curved shape in the vicinity of the abutting surface. The caulking ridges 53 forming a pair of the split dies 5a are displaced in the axial direction of the caulking concave portions 51. That is, they are not on the same plane, and the butt convex surfaces 52a and the butt concave surfaces 52b of both the split dies 5a are abutted. Since it becomes a state, as for the linear crimping part 34 used as a pair, the edge part does not collide. Therefore, a curved surplus portion is not formed in the caulking portion, and compression does not become uneven in the circumferential direction.

さらに、かしめ凹部51の軸方向から見たとき、対となるかしめ突条53の両端部同士が重なって、対となるかしめ突条53が略円形を形成したように見えるように、すなわち、かしめ突条53の両端部が立体的に重なるようにかしめ突条53が形成されているので、対となるかしめ突条53によって形成された線状かしめ部34の端部同士も立体的に重なる。したがって、止水性が高いものとなる。   Further, when viewed from the axial direction of the caulking recess 51, both ends of the caulking ridges 53 forming a pair overlap each other, and the caulking ridges 53 forming a pair appear to form a substantially circular shape, that is, caulking. Since the caulking ridges 53 are formed such that both ends of the ridges 53 overlap in a three-dimensional manner, the ends of the linear caulking portions 34 formed by the pair of caulking ridges 53 also overlap in a three-dimensional manner. Therefore, the water stopping property is high.

本発明は、上記の実施の形態に限定されない。例えば、上記の実施の形態では、シール材嵌合溝が1つであったが、2つ以上設け、それぞれにリング状シール材を嵌装するようにしてもよい。
また、上記の実施の形態では、スリーブとノズル部との間に樹脂管を挿入したのち、スリーブが分割ダイス間にセットされるようになっていたが、圧縮かしめ管継手を、そのスリーブ部分が分割ダイス間にセットされるようにダイス工具に保持したのち、スリーブとノズル部との間に樹脂管を挿入するようにしても構わない。
The present invention is not limited to the above embodiment. For example, in the above-described embodiment, there is one seal material fitting groove, but two or more seal material fitting grooves may be provided, and ring-shaped seal materials may be fitted respectively.
In the above embodiment, the resin tube is inserted between the sleeve and the nozzle portion, and then the sleeve is set between the divided dies. A resin tube may be inserted between the sleeve and the nozzle portion after being held by the die tool so as to be set between the divided dies.

以下に、本発明の具体的な実施例と比較例を説明する。   Specific examples and comparative examples of the present invention will be described below.

(実施例1)
各部の寸法が以下のとおりである図1及び図2に示す形状の圧縮かしめ管継手を作製し、作製した圧縮かしめ管継手と樹脂管(積水化学工業社製金属強化ポリエチレン管、スーパーエスロメタックスφ16(外径:φ20.1mm、肉厚2.25mm))とを以下のようにして接続した。
ノズル部最大外径(シール材嵌合溝の側壁上端縁の径):φ15.22mm
シール材嵌合溝の底部分の径:φ10.6mm
スリーブ内径:φ20.3mm
スリーブ肉厚:0.5mm
リング状シール材のシール材嵌合溝の底から最高位置までの高さ:2.29mm
なお、上記のように作製した圧縮かしめ管継手は、スリーブ内径が樹脂管の外径より大きく、ノズル部最大外径が樹脂管の内径より小さい。また、リング状シール材上端がシール材嵌合溝から飛び出ていない。
そして、この圧縮かしめ管継手のスリーブとノズル部との間に上記樹脂管を挿入したところ、樹脂管は、抵抗なくスムーズに樹脂管端面が継手本体の段差に当たるまで挿入ができた。
つぎに、この挿入状態で、ダイスによるスリーブの圧縮かしめを行わず水圧を付与しようとしたところ、水を通水させただけで、樹脂管と圧縮かしめ管継手との間から水が漏れることが確認できた。
引き続き、図5〜図7に示す形状の専用ダイス(かしめ突条内径:φ19.3mm)にて、スリーブをかしめ、樹脂管と圧縮かしめ管継手とを接続した。
この状態で、短期水圧試験(23℃×1.75MPa×2分間)および長期静水圧試験(95℃×1.35MPa×1000時間)を行ったところ、いずれの試験においても、漏水等の異常は見られなかった。
また、圧縮かしめによって縮径したリング状シール材当接部の樹脂管最小内径は、φ14.13mm、リング状シール材の圧縮率は22.3%であった。
(Example 1)
A compression crimped pipe joint having the shape shown in FIGS. 1 and 2 having the following dimensions is prepared, and the produced compression crimped pipe joint and resin pipe (metal reinforced polyethylene pipe manufactured by Sekisui Chemical Co., Ltd., Super Ethromex) φ16 (outer diameter: φ20.1 mm, wall thickness 2.25 mm) was connected as follows.
Nozzle section maximum outer diameter (diameter of upper edge of side wall of seal material fitting groove): φ15.22mm
Diameter of bottom of sealing material fitting groove: φ10.6mm
Sleeve inner diameter: φ20.3mm
Sleeve wall thickness: 0.5mm
Height from the bottom of the seal material fitting groove of the ring-shaped seal material to the highest position: 2.29 mm
Note that the compression caulking pipe joint produced as described above has a sleeve inner diameter larger than the outer diameter of the resin pipe and a nozzle portion maximum outer diameter smaller than the inner diameter of the resin pipe. Further, the upper end of the ring-shaped sealing material does not protrude from the sealing material fitting groove.
Then, when the resin pipe was inserted between the sleeve and the nozzle portion of the compression caulking pipe joint, the resin pipe could be inserted smoothly without resistance until the end face of the resin pipe hits the step of the joint body.
Next, in this inserted state, when trying to apply water pressure without compressing and crimping the sleeve with a die, water may leak from between the resin pipe and the compression caulking fitting just by passing water. It could be confirmed.
Subsequently, the sleeve was caulked with an exclusive die having the shape shown in FIGS. 5 to 7 (caulking ridge inner diameter: φ19.3 mm), and the resin pipe and the compression caulking pipe joint were connected.
In this state, short-term water pressure test (23 ℃ × 1.75MPa × 2 minutes) and long-term hydrostatic pressure test (95 ℃ × 1.35MPa × 1000 hours) were conducted. There wasn't.
In addition, the resin pipe minimum inner diameter of the ring-shaped sealing material contact portion reduced in diameter by compression caulking was φ14.13 mm, and the compression ratio of the ring-shaped sealing material was 22.3%.

(実施例2)
各部の寸法が以下のとおりである図1及び図2に示す形状の圧縮かしめ管継手を作製し、作製した圧縮かしめ管継手と樹脂管(積水化学工業社製、スーパーエスロメタックスφ16(外径:φ20.1mm、肉厚2.25mm))とを以下のようにして接続した。
ノズル部最大外径(シール材嵌合溝の側壁上端縁の径):φ15.22mm
シール材嵌合溝の底部分の径:φ10.57mm
スリーブ内径:φ20.25mm
スリーブ肉厚:0.45mm
リング状シール材のシール材嵌合溝の底から最高位置までの高さ:2.20mm
なお、上記のように作製した圧縮かしめ管継手は、スリーブ内径が樹脂管の外径より大きく、ノズル部最大外径が樹脂管の内径より小さい。また、リング状シール材上端がシール材嵌合溝から飛び出ていない。
そして、この圧縮かしめ管継手のスリーブとノズル部との間に上記樹脂管を挿入したところ、樹脂管は、抵抗なくスムーズに樹脂管端面が継手本体の段差に当たるまで挿入ができた。
つぎに、この挿入状態で、ダイスによるスリーブの圧縮かしめを行わず水圧を付与しようとしたところ、水を通水させただけで、樹脂管と圧縮かしめ管継手との間から水が漏れることが確認できた。
引き続き、図5〜図7に示す形状の専用ダイス(かしめ突条内径:φ19.4mm)にて、スリーブをかしめ、樹脂管と圧縮かしめ管継手とを接続した。
この状態で、短期水圧試験(23℃×1.75MPa×2分間)および長期静水圧試験(95℃×1.35MPa×1000時間)を行ったところ、いずれの試験においても漏水等の異常は見られなかった。
また、圧縮かしめによって縮径したリング状シール材当接部の樹脂管最小内径は、φ14.70mm、リング状シール材の圧縮率は5.8%であった。
(Example 2)
A compression crimped pipe joint having the shape shown in FIGS. 1 and 2 with the dimensions of each part as shown below was prepared, and the produced compression crimped pipe joint and resin pipe (Sekisui Chemical Co., Ltd., Super Eslometax φ16 (outer diameter : Φ20.1 mm, wall thickness 2.25 mm)) were connected as follows.
Nozzle section maximum outer diameter (diameter of upper edge of side wall of seal material fitting groove): φ15.22mm
Diameter of bottom part of sealing material fitting groove: φ10.57mm
Sleeve inner diameter: φ20.25mm
Sleeve thickness: 0.45mm
Height from the bottom of the seal material fitting groove of the ring-shaped seal material to the highest position: 2.20mm
Note that the compression caulking pipe joint produced as described above has a sleeve inner diameter larger than the outer diameter of the resin pipe and a nozzle portion maximum outer diameter smaller than the inner diameter of the resin pipe. Further, the upper end of the ring-shaped sealing material does not protrude from the sealing material fitting groove.
Then, when the resin pipe was inserted between the sleeve and the nozzle portion of the compression caulking pipe joint, the resin pipe could be inserted smoothly without resistance until the end face of the resin pipe hits the step of the joint body.
Next, in this inserted state, when trying to apply water pressure without compressing and crimping the sleeve with a die, water may leak from between the resin pipe and the compression caulking fitting just by passing water. It could be confirmed.
Subsequently, the sleeve was caulked with a special die having the shape shown in FIGS. 5 to 7 (caulking ridge inner diameter: φ19.4 mm), and the resin pipe and the compression caulking pipe joint were connected.
In this state, short-term water pressure test (23 ℃ × 1.75MPa × 2min) and long-term hydrostatic pressure test (95 ℃ × 1.35MPa × 1000 hours) were conducted. It was.
Further, the resin pipe minimum inner diameter of the ring-shaped sealing material contact portion reduced in diameter by compression caulking was φ14.70 mm, and the compression ratio of the ring-shaped sealing material was 5.8%.

(比較例1)
各部の寸法が以下のとおりである図1及び図2に示す形状の圧縮かしめ管継手を作製し、作製した圧縮かしめ管継手と樹脂管(積水化学工業社製金属強化ポリエチレン管、スーパーエスロメタックスφ16(外径:φ20.1mm、肉厚2.25mm))を以下のようにして接続した。
ノズル部最大外径(シール材嵌合溝の側壁上端縁の径):φ15.22mm
シール材嵌合溝の底部分の径:φ11.4mm
スリーブ内径:φ20.3mm
スリーブ肉厚:0.5mm
リング状シール材のシール材嵌合溝の底から最高位置までの高さ:2.30mm
なお、上記のように作製した圧縮かしめ管継手は、スリーブ内径が樹脂管の外径より大きく、ノズル部最大外径が樹脂管の内径より小さい。しかし、リング状シール材上端がシール材嵌合溝から飛び出ているとともに、リング状シール材のシール材嵌合溝の底から最高位置部分の外径が樹脂管内径より大きい。
そして、上記のように作製した圧縮かしめ管継手のスリーブとノズル部との間に上記樹脂管を挿入した。
この挿入状態で、ダイスによるスリーブの圧縮かしめを行わず、短期水圧試験(23℃×1.75MPa×2分間)を行ったところ、全く異常は見られなかった。
引き続き、図5〜図7に示す形状の専用ダイス(かしめ突条内径:φ19.4mm)にて、スリーブをかしめ、樹脂管と圧縮かしめ管継手とを接続した。
この状態で、長期静水圧試験(95℃×1.35MPa×1000時間)を実施したところ、約250時間経過後に管と継手の間から漏水した。
(Comparative Example 1)
A compression crimped pipe joint having the shape shown in FIGS. 1 and 2 having the following dimensions is prepared, and the produced compression crimped pipe joint and resin pipe (metal reinforced polyethylene pipe manufactured by Sekisui Chemical Co., Ltd., Super Ethromex) φ16 (outer diameter: φ20.1 mm, wall thickness 2.25 mm) was connected as follows.
Nozzle section maximum outer diameter (diameter of upper edge of side wall of seal material fitting groove): φ15.22mm
Diameter of bottom part of sealing material fitting groove: φ11.4mm
Sleeve inner diameter: φ20.3mm
Sleeve wall thickness: 0.5mm
Height from the bottom of the seal material fitting groove of the ring-shaped seal material to the highest position: 2.30mm
Note that the compression caulking pipe joint produced as described above has a sleeve inner diameter larger than the outer diameter of the resin pipe and a nozzle portion maximum outer diameter smaller than the inner diameter of the resin pipe. However, the upper end of the ring-shaped sealing material protrudes from the sealing material fitting groove, and the outer diameter of the highest position portion from the bottom of the sealing material fitting groove of the ring-shaped sealing material is larger than the inner diameter of the resin tube.
And the said resin pipe | tube was inserted between the sleeve and nozzle part of the compression caulking pipe joint produced as mentioned above.
A short-term water pressure test (23 ° C. × 1.75 MPa × 2 minutes) was performed in this inserted state without performing compression caulking of the sleeve with a die, and no abnormality was found.
Subsequently, the sleeve was caulked with a special die having the shape shown in FIGS. 5 to 7 (caulking ridge inner diameter: φ19.4 mm), and the resin pipe and the compression caulking pipe joint were connected.
In this state, a long-term hydrostatic pressure test (95 ° C. × 1.35 MPa × 1000 hours) was carried out. After about 250 hours, water leaked from between the pipe and the joint.

(比較例2)
各部の寸法が以下のとおりである図1及び図2に示す形状の圧縮かしめ管継手を作製し、作製した圧縮かしめ管継手と樹脂管(積水化学工業社製金属強化ポリエチレン管、スーパーエスロメタックスφ16(外径:φ20.1mm、肉厚2.25mm))を以下のようにしてかしめ接続した。
ノズル部最大外径(シール材嵌合溝の側壁上端縁の径):φ15.22mm
シール材嵌合溝の底部分の径:φ11.4mm
スリーブ内径:φ20.3mm
スリーブ肉厚:0.5mm
リング状シール材のシール材嵌合溝の底から最高位置までの高さ:2.30mm
なお、上記のように作製した圧縮かしめ管継手は、スリーブ内径が樹脂管の外径より大きく、ノズル部最大外径が樹脂管の内径より小さい。しかし、リング状シール材上端がシール材嵌合溝から飛び出ているとともに、リング状シール材のシール材嵌合溝の底から最高位置部分の外径が樹脂管内径より大きい。
そして、上記のように作製した圧縮かしめ管継手のスリーブとノズル部との間に上記樹脂管を挿入した。
この挿入状態で、ダイスによるスリーブの圧縮かしめを行わず、短期水圧試験(23℃×1.75MPa×2分間)を行ったところ、全く異常は見られなかった。
引き続き、図5〜図7に示す形状の専用ダイス(かしめ突条内径:φ18.8mm)にて、スリーブをかしめ、樹脂管と圧縮かしめ管継手とを接続した。
この状態で、長期静水圧試験(95℃×1.35MPa×1000時間)を行ったところ、約550時間経過後に樹脂管と継手の間から漏水した。漏水後の継手を半割にし、内部を確認したところ、リング状シール材が破損していた。
このとき 圧縮かしめによって縮径したリング状シール材当接部の樹脂管最小内径は、φ12.97mm、リング状シール材の圧縮率は67%であった。
(Comparative Example 2)
A compression crimped pipe joint having the shape shown in FIGS. 1 and 2 having the following dimensions is prepared, and the produced compression crimped pipe joint and resin pipe (metal reinforced polyethylene pipe manufactured by Sekisui Chemical Co., Ltd., Super Ethromex) A caulking connection of φ16 (outer diameter: φ20.1 mm, wall thickness 2.25 mm) was made as follows.
Nozzle section maximum outer diameter (diameter of upper edge of side wall of seal material fitting groove): φ15.22mm
Diameter of bottom part of sealing material fitting groove: φ11.4mm
Sleeve inner diameter: φ20.3mm
Sleeve wall thickness: 0.5mm
Height from the bottom of the seal material fitting groove of the ring-shaped seal material to the highest position: 2.30mm
Note that the compression caulking pipe joint produced as described above has a sleeve inner diameter larger than the outer diameter of the resin pipe and a nozzle portion maximum outer diameter smaller than the inner diameter of the resin pipe. However, the upper end of the ring-shaped sealing material protrudes from the sealing material fitting groove, and the outer diameter of the highest position portion from the bottom of the sealing material fitting groove of the ring-shaped sealing material is larger than the inner diameter of the resin tube.
And the said resin pipe | tube was inserted between the sleeve and nozzle part of the compression caulking pipe joint produced as mentioned above.
A short-term water pressure test (23 ° C. × 1.75 MPa × 2 minutes) was performed in this inserted state without performing compression caulking of the sleeve with a die, and no abnormality was found.
Subsequently, the sleeve was caulked with a special die having a shape shown in FIGS. 5 to 7 (caulking ridge inner diameter: φ18.8 mm), and the resin pipe and the compression caulking pipe joint were connected.
In this state, when a long-term hydrostatic pressure test (95 ° C. × 1.35 MPa × 1000 hours) was performed, water leaked from between the resin pipe and the joint after about 550 hours. When the joint after leakage was halved and the inside was checked, the ring-shaped sealing material was damaged.
At this time, the minimum inner diameter of the resin tube at the contact portion of the ring-shaped sealing material reduced in diameter by compression caulking was φ12.97 mm, and the compression rate of the ring-shaped sealing material was 67%.

(比較例3)
各部の寸法が以下のとおりである図1及び図2に示す形状の圧縮かしめ管継手を作製し、作製した圧縮かしめ管継手と樹脂管(積水化学工業社製金属強化ポリエチレン管、スーパーエスロメタックスφ16(外径:φ20.1mm、肉厚2.25mm))を以下のようにしてかしめ接続した。
ノズル部最大外径:φ15.22mm
シール材嵌合溝の底部分の径:φ10.57mm
スリーブ内径:φ20.25mm
スリーブ肉厚:0.45mm
リング状シール材のシール材嵌合溝の底から最高位置までの高さ:2.20mm
なお、上記のように作製した圧縮かしめ管継手は、スリーブ内径が樹脂管の外径より大きく、ノズル部最大外径が樹脂管の内径より小さい。また、リング状シール材上端がシール材嵌合溝から飛び出ていない。
そして、上記のように作製した圧縮かしめ管継手のスリーブとノズル部との間に上記樹脂管を挿入した。
つぎに、この挿入状態で、ダイスによるスリーブの圧縮かしめを行わず水圧を付与しようとしたところ、水を通水させただけで、樹脂管と圧縮かしめ管継手との間から水が漏れることが確認できた。
引き続き、図5〜図7に示す形状の専用ダイス(かしめ突条内径:φ20.1mm)にて、スリーブをかしめ、樹脂管と圧縮かしめ管継手とを接続した。
この状態で、短期水圧試験(23℃×1.75MPa×2分間)を行ったところ、樹脂管と圧縮かしめ管継手との間から漏水した。
このとき、圧縮かしめによって縮径したリング状シール材当接部の樹脂管最小内径は、φ15.4mm、リング状シール材の圧縮率は-10%であった。
(Comparative Example 3)
A compression crimped pipe joint having the shape shown in FIGS. 1 and 2 having the following dimensions is prepared, and the produced compression crimped pipe joint and resin pipe (metal reinforced polyethylene pipe manufactured by Sekisui Chemical Co., Ltd., Super Ethromex) A caulking connection of φ16 (outer diameter: φ20.1 mm, wall thickness 2.25 mm) was made as follows.
Maximum outer diameter of nozzle: φ15.22mm
Diameter of bottom part of sealing material fitting groove: φ10.57mm
Sleeve inner diameter: φ20.25mm
Sleeve thickness: 0.45mm
Height from the bottom of the seal material fitting groove of the ring-shaped seal material to the highest position: 2.20mm
Note that the compression caulking pipe joint produced as described above has a sleeve inner diameter larger than the outer diameter of the resin pipe and a nozzle portion maximum outer diameter smaller than the inner diameter of the resin pipe. Further, the upper end of the ring-shaped sealing material does not protrude from the sealing material fitting groove.
And the said resin pipe | tube was inserted between the sleeve and nozzle part of the compression caulking pipe joint produced as mentioned above.
Next, in this inserted state, when trying to apply water pressure without compressing and crimping the sleeve with a die, water may leak from between the resin pipe and the compression caulking fitting just by passing water. It could be confirmed.
Subsequently, the sleeve was caulked with a special die having a shape shown in FIGS. 5 to 7 (caulking ridge inner diameter: φ20.1 mm), and the resin pipe and the compression caulking pipe joint were connected.
In this state, when a short-term water pressure test (23 ° C. × 1.75 MPa × 2 minutes) was performed, water leaked from between the resin pipe and the compression-caulking pipe joint.
At this time, the resin tube minimum inner diameter of the ring-shaped sealing material contact portion reduced in diameter by compression caulking was φ15.4 mm, and the compression rate of the ring-shaped sealing material was −10%.

1 圧縮かしめ管継手
2 継手本体
23 ノズル部
23a シール材嵌合溝
24 リング状シール材
3 スリーブ
34 線状かしめ部
5 かしめダイス
5a 分割ダイス
P 樹脂管(金属強化ポリエチレン管)
DESCRIPTION OF SYMBOLS 1 Compression caulking pipe joint 2 Joint main body 23 Nozzle part 23a Sealing material fitting groove 24 Ring-shaped sealing material 3 Sleeve 34 Linear caulking part 5 Caulking die 5a Split die P Resin pipe (metal reinforced polyethylene pipe)

Claims (3)

管継手の一端に設けられたノズル部と、ノズル部を囲繞するように配置されたスリーブとの間に接続される樹脂管の端部を挿入するとともに、専用かしめダイスを用いてかしめることによってスリーブとノズル部との間で前記樹脂管の端部を水密に挟むようにした圧縮かしめ管継手であって、
前記ノズル部は、前記スリーブのかしめ位置に対応する部分にリング状のシール材嵌合溝を有し、
このシール材嵌合溝に、シール材嵌合溝の底からの最高高さがシール材嵌合溝の両側壁の上端より低い位置となるリング状シール材が嵌装されていることを特徴とする圧縮かしめ管継手。
By inserting the end of the resin pipe connected between the nozzle part provided at one end of the pipe joint and the sleeve arranged so as to surround the nozzle part, and caulking with a dedicated caulking die A compression caulking pipe joint in which the end of the resin pipe is sandwiched between the sleeve and the nozzle part in a watertight manner,
The nozzle portion has a ring-shaped sealing material fitting groove in a portion corresponding to the caulking position of the sleeve,
The seal material fitting groove is fitted with a ring-shaped seal material whose maximum height from the bottom of the seal material fitting groove is lower than the upper ends of both side walls of the seal material fitting groove. Compression caulking pipe fittings.
リング状シール材が、専用かしめダイスによる正常かしめ状態で5〜65%の圧縮率で圧縮される断面形状をしている請求項1に記載の圧縮かしめ管継手。   The compression crimping fitting according to claim 1, wherein the ring-shaped sealing material has a cross-sectional shape that is compressed at a compression rate of 5 to 65% in a normal caulking state with a dedicated caulking die. 対となる2つの半円弧状をした線状かしめ部が、同一平面内に存在せず、かつ、両線状かしめ部の円弧の両端部が立体的に重なるようにスリーブのかしめ位置にかしめ形成されて樹脂管と圧縮かしめ管継手とが接続されている請求項1または請求項2を用いた樹脂管と圧縮かしめ管継手の接続構造。   Two semi-arc-shaped linear caulking portions to be paired do not exist in the same plane, and the caulking positions of the sleeves are formed so that both ends of the arcs of both linear caulking portions overlap three-dimensionally. The connection structure of the resin pipe and the compression caulking pipe joint according to claim 1 or 2, wherein the resin pipe and the compression caulking pipe joint are connected.
JP2010031002A 2010-02-16 2010-02-16 Compression caulking pipe joint, and connecting structure between compression caulking pipe joint and resin pipe Pending JP2011169335A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013238293A (en) * 2012-05-16 2013-11-28 Mitsubishi Electric Corp Joint for piping
JP2014211188A (en) * 2013-04-18 2014-11-13 株式会社ニチリン Joint connecting structure and hose for water supply including the same
JP2015021593A (en) * 2013-07-22 2015-02-02 株式会社タブチ Pipe joint
JP2017534823A (en) * 2014-10-31 2017-11-24 アペックス ゴールド インターナショナル リミテッド Joint for coupling to tubular element, pipe coupling body, and method for coupling joint to tubular element
CN110017409A (en) * 2011-12-28 2019-07-16 Rls有限责任公司 Cooling route group connector and the method that cooling route is engaged with each other with it

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008064218A (en) * 2006-09-08 2008-03-21 Sekisui Chem Co Ltd Pipe material connection structure and sleeve caulking die to be used for the same

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008064218A (en) * 2006-09-08 2008-03-21 Sekisui Chem Co Ltd Pipe material connection structure and sleeve caulking die to be used for the same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110017409A (en) * 2011-12-28 2019-07-16 Rls有限责任公司 Cooling route group connector and the method that cooling route is engaged with each other with it
JP2013238293A (en) * 2012-05-16 2013-11-28 Mitsubishi Electric Corp Joint for piping
JP2014211188A (en) * 2013-04-18 2014-11-13 株式会社ニチリン Joint connecting structure and hose for water supply including the same
JP2015021593A (en) * 2013-07-22 2015-02-02 株式会社タブチ Pipe joint
JP2017534823A (en) * 2014-10-31 2017-11-24 アペックス ゴールド インターナショナル リミテッド Joint for coupling to tubular element, pipe coupling body, and method for coupling joint to tubular element
JP7063620B2 (en) 2014-10-31 2022-05-09 コネックス アイピーアール リミテッド Fittings for connecting to tubular elements, pipe fittings, and fitting methods for connecting to tubular elements
JP2022106818A (en) * 2014-10-31 2022-07-20 コネックス アイピーアール リミテッド Connection joint to tubular element, piping connection body, and joint connection method for tubular element

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