JP4505785B2 - Olefin resin fittings - Google Patents

Olefin resin fittings Download PDF

Info

Publication number
JP4505785B2
JP4505785B2 JP2003410969A JP2003410969A JP4505785B2 JP 4505785 B2 JP4505785 B2 JP 4505785B2 JP 2003410969 A JP2003410969 A JP 2003410969A JP 2003410969 A JP2003410969 A JP 2003410969A JP 4505785 B2 JP4505785 B2 JP 4505785B2
Authority
JP
Japan
Prior art keywords
joint
pipe
fusion
clamp
tube
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2003410969A
Other languages
Japanese (ja)
Other versions
JP2005172073A (en
Inventor
英明 井口
健一 幸松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Yukizai Corp
Original Assignee
Asahi Organic Chemicals Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Asahi Organic Chemicals Industry Co Ltd filed Critical Asahi Organic Chemicals Industry Co Ltd
Priority to JP2003410969A priority Critical patent/JP4505785B2/en
Publication of JP2005172073A publication Critical patent/JP2005172073A/en
Application granted granted Critical
Publication of JP4505785B2 publication Critical patent/JP4505785B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Branch Pipes, Bends, And The Like (AREA)

Description

本発明は、オレフィン系樹脂製の管及び/または継手の挿入部と融着接合される受口部を有するオレフィン系樹脂製の継手の構造に関するものである。さらに詳しくは特に外径140mm〜1000mmの管及び/または継手の挿入部と継手の受口部とを、確実に融着接合することができる継手の構造に関するものである。   The present invention relates to a structure of a joint made of olefin resin having a receiving portion fused and joined to an insertion portion of the pipe and / or joint made of olefin resin. More particularly, the present invention relates to a joint structure capable of reliably fusion-bonding a pipe and / or joint insertion portion of an outer diameter of 140 mm to 1000 mm and a joint receiving portion.

従来から融着接合されるオレフィン系樹脂製の継手は種々提案されているが、その中の一例として、図9に示すような熱融着で接合する管継手23がある(例えば、特許文献1参照)。この管継手23は、管継手23の円筒状の接続口部24に、接続口部24よりも少し大径なカラー部25が同心円状に延出されており、カラー部25と接続口部24との境界部分の内周側に段付部26を設けることで、接続口部24に樹脂管27の管端28を内嵌合させたときにカラー部25と樹脂管27との間に一定の軸方向長さL1を有する樹脂受入れ空間29が形成されるものであった。その作用は、接続口部24内周と樹脂管27の管端28外周を加熱させ、接続口部24に樹脂管27の管端28を内嵌合させてそれらの重なり部分を熱融着させると、熱融着によって生じる余剰の溶融樹脂がその重なり部分の外周へはみ出して樹脂受入れ空間29に入り、段付部26のところでリング上に盛り上がって硬化させるものであり、互いに熱融着された管継手23側の接続口部24と樹脂管27との付け根部分30が形状的に応力集中を起こしても、樹脂管27がその付け根部分30で容易に折損しなくなるという効果と、熱融着状態の良否を目で見て容易に確認することができるという効果が得られるものであった。   Conventionally, various joints made of olefin resin that are fusion-bonded have been proposed. As an example, there is a pipe joint 23 that is joined by thermal fusion as shown in FIG. 9 (for example, Patent Document 1). reference). In the pipe joint 23, a collar portion 25 having a slightly larger diameter than the connection port portion 24 is concentrically extended from the cylindrical connection port portion 24 of the pipe joint 23. Is provided between the collar portion 25 and the resin tube 27 when the pipe end 28 of the resin tube 27 is fitted inside the connection port 24. A resin receiving space 29 having an axial length L1 is formed. The effect is that the inner periphery of the connection port 24 and the outer periphery of the tube end 28 of the resin tube 27 are heated, and the tube end 28 of the resin tube 27 is internally fitted to the connection port 24 and the overlapping portions thereof are thermally fused. Then, the excess molten resin generated by heat fusion protrudes to the outer periphery of the overlapping portion, enters the resin receiving space 29, rises on the ring at the stepped portion 26 and is cured, and is heat-sealed to each other. Even if the base portion 30 between the connection port portion 24 on the pipe joint 23 side and the resin tube 27 is stress concentrated in shape, the effect that the resin tube 27 is not easily broken at the base portion 30 and heat fusion The effect of being able to easily confirm visually whether the state is good or not was obtained.

特開平11−201362号公報(第4頁、第1図)Japanese Patent Laid-Open No. 11-201362 (page 4, FIG. 1)

しかしながら、前記従来の融着接合されるオレフィン系樹脂製の管継手23においては、大口径(例えば140mm以上)の口径に対しては、最適な融着を行うためには寸法が合っておらず融着不良を起こす恐れがあるという問題や、口径が大きくなるにつれて、配管内に高い水圧がかかると管継手23の内周中央の、挿入された樹脂管27端面間の空隙部分に応力が集中してしまい、空隙の部分から継手が破損する恐れがあるという問題があった。   However, in the conventional olefin-based resin pipe joint 23 to be fusion-bonded, the dimensions are not suitable for optimum fusion with respect to a large-diameter (for example, 140 mm or more). The problem that there is a risk of causing poor fusion, and as the diameter increases, stress is concentrated in the gap between the end faces of the inserted resin pipe 27 at the center of the inner periphery of the pipe joint 23 when a high water pressure is applied to the pipe. Thus, there is a problem that the joint may be damaged from the gap portion.

また、融着作業において、外径が140mm以上の管継手23では管継手接合用融着機(以下、融着機と記す)にクランプで管継手23を把持して固定する際に、芯がずれやすく、管継手23を融着に適した位置に固定することが困難であるという問題があった。さらに、加熱溶融した樹脂管27を接続口部24に挿入する際にかかる挿入荷重は口径が大きくなるにつれて増加するため、クランプによる固定だけでは挿入荷重に対して管継手23を保持することができずに、管継手23がクランプから滑って固定位置がずれたり、管継手23がクランプから外れたりして融着不良になるという問題があった。これに対してクランプから管継手23が滑って外れないようにクランプをきつく締め付けて管継手23を固定した場合、管継手23が偏平してしまい、融着ムラが発生していた。さらにクランプが破損しやすくなるという問題があった。   Further, in the fusion work, when the pipe joint 23 having an outer diameter of 140 mm or more is clamped and fixed to the pipe joint joining fusion machine (hereinafter referred to as a fusion machine) with a clamp, There was a problem that it was easy to shift and it was difficult to fix the pipe joint 23 at a position suitable for fusion. Furthermore, since the insertion load applied when the heat-melted resin pipe 27 is inserted into the connection port portion 24 increases as the diameter increases, the pipe joint 23 can be held against the insertion load only by fixing with a clamp. However, there is a problem that the pipe joint 23 slips from the clamp and the fixing position is shifted, or the pipe joint 23 is detached from the clamp, resulting in poor fusion. On the other hand, when the pipe joint 23 is fixed by tightly tightening the clamp so that the pipe joint 23 does not slip out of the clamp, the pipe joint 23 is flattened and uneven fusion occurs. Furthermore, there is a problem that the clamp is easily broken.

本発明は、以上のような従来技術の問題点に鑑みなされたもので、その目的は、確実に融着接合を行うことができ、配管の内部に高い圧力が加わっても継手の空隙部分に応力を集中させることがなく高い圧力下でも問題なく使用され、さらに融着時に継手をクランプで固定するときに位置決めや芯出しが容易で、融着接合時に継手がクランプから滑ってずれたり外れないようにしたオレフィン系樹脂製継手を提供することである。   The present invention has been made in view of the above-mentioned problems of the prior art, and its purpose is to ensure fusion bonding, and even if high pressure is applied to the inside of the pipe, it is applied to the gap portion of the joint. It is used without problems even under high pressure without concentrating stress, and positioning and centering are easy when fixing the joint with a clamp at the time of fusion, and the joint does not slip or disengage from the clamp at the time of fusion joining An object of the present invention is to provide an olefin resin joint.

上記課題を解決するための本発明の構成を図1、図2に基づいて説明すると、オレフィン系樹脂製管及び/または継手の端部が挿入されて加熱融着される受口部を有するオレフィン系樹脂製の継手において、
D(mm):該管及び/または継手の挿入部の外径、
L(mm):該継手の受口部の長さ、
Z(mm):該継手の受口部終端から中心までにおける直線部分の長さ(但し、該継手が直管の場合、「中心」とは該継手の両受口終端間の中点、該継手が曲管の場合、「中心」とは該継手の両受口部の軸線交点と定義する。)、
θ:該継手が曲管継手の場合の曲管角度、
としたとき、
1)0.25D<L<0.32D
2)0.08D(1+sinθ)<Z
3)140≦D≦1000
であることを第1の特徴とし、継手1の少なくとも一つの端部の外周に、少なくとも二つの突部9か間欠突条部10、または鍔部5が設けられ、該継手を融着機のクランプにセットしたときに、該クランプの縁に当たるように固定されることを第2の特徴とする。
The configuration of the present invention for solving the above problems will be described with reference to FIGS. 1 and 2. An olefin having a receiving portion into which an end portion of an olefin resin pipe and / or joint is inserted and heat-sealed is inserted. In joints made of resin,
D (mm): outer diameter of the insertion portion of the pipe and / or joint,
L (mm): length of the receiving portion of the joint,
Z (mm): the length of the straight portion from the end of the joint to the center of the joint (however, when the joint is a straight pipe, “center” means the midpoint between the two ends of the joint, When the joint is a curved pipe, the “center” is defined as the intersection of the axes of the two receiving portions of the joint).
θ: bent pipe angle when the joint is a bent pipe joint,
When
1) 0.25D <L <0.32D
2) 0.08D (1 + sin θ) <Z
3) 140 ≦ D ≦ 1000
The first feature is that at least two protrusions 9, intermittent protrusions 10, or flanges 5 are provided on the outer periphery of at least one end of the joint 1. A second feature is that when the clamp is set, it is fixed so as to hit the edge of the clamp.

本発明に用いられる管3及び/または継手の挿入部2の外径Dと、継手1の受口部4の長さLとの関係は0.25D<L<0.32Dの範囲であることがより好ましく、詳しくは、
(1)140≦D≦200では0.28D<L<0.32D、
(2)200<D≦500では0.26D<L<0.30D、
(3)500<D≦1000では0.25D<L<0.28D
の範囲であることがより好ましい。接合部分の強度を十分得るために0.25D<Lが良く、挿入部2を受口部4に挿入する際の挿入荷重を抑えLが長くなることで継手1の体積が増して成形性の困難や材料のコストが増えることを抑えるためにL<0.32Dが良い。
The relationship between the outer diameter D of the pipe 3 and / or the joint insertion portion 2 used in the present invention and the length L of the receiving portion 4 of the joint 1 is in the range of 0.25D <L <0.32D. Is more preferable.
(1) When 140 ≦ D ≦ 200, 0.28D <L <0.32D,
(2) When 200 <D ≦ 500, 0.26D <L <0.30D,
(3) When 500 <D ≦ 1000, 0.25D <L <0.28D
More preferably, it is the range. 0.25D <L is good in order to obtain sufficient strength of the joint portion, and the insertion load when inserting the insertion portion 2 into the receiving portion 4 is suppressed, and the length of the joint 1 is increased by increasing the length of the joint 1, thereby improving the moldability. L <0.32D is preferable in order to suppress difficulty and increase in material cost.

図7、図8に基づいて、管17の挿入部16の外径Dと、継手14の受口部18終端から中心(両受口部18の軸線交点)までの直線部分の長さZと、継手14がベンド(エルボ)等の曲管継手の場合の曲管角度θ(0°≦θ≦90°)との関係は、0.08D(1+sinθ)<Zの範囲であるが、0.08D(1+sinθ)<Z<0.13D(1+sinθ)の範囲であることがより好ましい。配管に内圧がかかったときに継手14の空隙21の部分に応力が集中しないように0.08D(1+sinθ)<Zが良く、Zが長くなると継手14が大きくなることによる成形性の困難や材料コストの増加を抑えるためには、Z<0.13D(1+sinθ)が良い。 Based on FIGS. 7 and 8, the outer diameter D of the insertion portion 16 of the pipe 17 and the length Z of the straight portion from the end of the receiving portion 18 of the joint 14 to the center (the intersection of the axes of both receiving portions 18) When the joint 14 is a bent pipe joint such as a bend (elbow), the relationship with the curved pipe angle θ (0 ° ≦ θ ≦ 90 °) is in the range of 0.08D (1 + sin θ) <Z. A range of 08D (1 + sin θ) <Z <0.13D (1 + sin θ) is more preferable. 0.08D (1 + sin θ) <Z is good so that stress is not concentrated in the gap 21 portion of the joint 14 when internal pressure is applied to the piping. In order to suppress the increase in cost, Z <0.13D (1 + sin θ) is good.

(1)外径140mm〜1000mmの管及び/または継手の挿入部と継手の受口部とを確実に融着接合する継手を得ることができる。
(2)内圧によって配管内における継手の空隙部分に発生する応力の集中を緩和させ、高い内圧で継手が破損することを防止することができる。
(3)継手の段差部をクランプの縁に当たるように固定することで、継手を融着機の軸線に対して芯出しを行うことができ、また継手を常に一定の位置に位置決めされるので、融着接合に最も適した状態で継手を融着機にセットすることができる。
(4)管及び/または継手の挿入部を継手に挿入して融着接合する際に、挿入荷重が大きいことにより継手が滑ってクランプからずれたり、外れたりすることがないように固定することができる。
(1) It is possible to obtain a joint in which a tube having an outer diameter of 140 mm to 1000 mm and / or a joint and a joint receiving portion are securely fused and joined.
(2) It is possible to alleviate the concentration of stress generated in the gap portion of the joint in the pipe by the internal pressure, and to prevent the joint from being damaged by the high internal pressure.
(3) By fixing the step portion of the joint so as to hit the edge of the clamp, the joint can be centered with respect to the axis of the fusion machine, and the joint is always positioned at a fixed position. The joint can be set in the fusion machine in a state most suitable for fusion bonding.
(4) When inserting the pipe and / or joint insertion part into the joint and fusion-bonding it, fix the joint so that it does not slip and disengage from the clamp due to a large insertion load. Can do.

以下、本発明の実施例について図を参照して説明するが、本発明が本実施例に限定されないことは言うまでもない。   Hereinafter, examples of the present invention will be described with reference to the drawings. However, it is needless to say that the present invention is not limited to the examples.

図1は本発明の第一の実施例を示すソケット形状の継手の縦断面図であり、図2は図1の要部拡大縦断面図であり、図3は継手と管を融着接合する際の加熱時の状態を示す縦断面図であり、図4は加熱溶融された継手に管を挿入した状態を示す縦断面図である。図5は図1の継手の両受口部に管を融着接合した状態を示す縦断面図である。図6は継手の端部の外周に設けられた突部の他の実施例を示す斜視図である。図7は本発明の第二の実施例を示す90°エルボ形状の継手の縦断面図であり、図8は図7の継手の両受口部に管を融着接合した状態を示す縦断面図である。   FIG. 1 is a longitudinal sectional view of a socket-shaped joint according to a first embodiment of the present invention, FIG. 2 is an enlarged longitudinal sectional view of a main part of FIG. 1, and FIG. FIG. 4 is a vertical cross-sectional view showing a state at the time of heating, and FIG. 4 is a vertical cross-sectional view showing a state where a pipe is inserted into a heat-melted joint. FIG. 5 is a longitudinal sectional view showing a state in which a pipe is fused and joined to both receiving portions of the joint of FIG. FIG. 6 is a perspective view showing another embodiment of the protrusion provided on the outer periphery of the end of the joint. FIG. 7 is a longitudinal sectional view of a 90 ° elbow-shaped joint showing a second embodiment of the present invention, and FIG. 8 is a longitudinal sectional view showing a state where pipes are fused and joined to both receiving portions of the joint of FIG. FIG.

以下、図1、図2、図3、図5、及び図6に基づいて、本発明の第一の実施例であるソケット形状のオレフィン系樹脂製継手について説明する。   Hereinafter, a socket-shaped olefin-based resin joint which is a first embodiment of the present invention will be described with reference to FIGS. 1, 2, 3, 5, and 6.

図において、1は、挿入部2の外径Dが180mmのポリプロピレン製の管3と融着接合されるソケット形状のポリプロピレン製の継手である。    In the figure, reference numeral 1 denotes a socket-shaped polypropylene joint that is fusion-bonded to a polypropylene tube 3 having an outer diameter D of an insertion portion 2 of 180 mm.

4は継手1の両端部の内周に設けられた受口部である。受口部4の内径は、管3の外径Dと同一または若干小径であり、奥部に向かって緩やかに縮径するように設けられている。受口部4の長さLは管3の挿入深さであり、54mmで設定されている。   Reference numeral 4 denotes a receiving portion provided on the inner periphery of both ends of the joint 1. The inner diameter of the receiving portion 4 is the same as or slightly smaller than the outer diameter D of the tube 3 and is provided so as to be gradually reduced in diameter toward the inner portion. The length L of the receiving portion 4 is the insertion depth of the tube 3 and is set to 54 mm.

5は継手1の両端部の外周に設けられた鍔部である。鍔部5の外径D1は、継手1の外径D2に対して1.01D2で設定されており、鍔部5の外径D1は段差部8が融着接合時にクランプ6から滑らないようにストッパーの役割を果たすために1.002D2<D1である必要がある。また、継手1端面から段差部8までの長さSは、融着機にセットして融着接合する際に鍔部5の段差部8がクランプ6側面にかかるように固定したとき、ヒーター13と継手1が融着に適した位置になるように設定される。なお、本実施例は鍔部5であるが、図6(a)のような外周に等間隔に設けられたに突部9や、図6(b)のように外周に沿って数カ所切り欠き部を設けた間欠突条部10など、継手1の少なくとも一つの端部の外周に、少なくとも二つの突部9や間欠突条部10を設けた構造(好ましくは対向した位置に設けたほうが良い)でもよく、位置決めとクランプ6からの滑り防止の機能を有する形状であればいずれでもよい。   Reference numeral 5 denotes a flange provided on the outer periphery of both ends of the joint 1. The outer diameter D1 of the flange portion 5 is set to 1.01D2 with respect to the outer diameter D2 of the joint 1, and the outer diameter D1 of the flange portion 5 prevents the stepped portion 8 from slipping from the clamp 6 at the time of fusion bonding. In order to act as a stopper, it is necessary that 1.002D2 <D1. The length S from the end face of the joint 1 to the stepped portion 8 is set to the heater 13 when the stepped portion 8 of the flange portion 5 is fixed to the side surface of the clamp 6 at the time of setting in the fusion machine and fusion bonding. The joint 1 is set to a position suitable for fusion. In addition, although the present Example is the collar part 5, the protrusion 9 provided in the outer periphery like FIG. 6 (a) at equal intervals, and several notches along the outer periphery like FIG.6 (b) A structure in which at least two protrusions 9 and intermittent protrusions 10 are provided on the outer periphery of at least one end of the joint 1, such as an intermittent protrusion 10 having a portion (preferably provided at opposite positions) ), Or any shape that has a function of positioning and preventing slippage from the clamp 6.

11は継手1端部の外周に設けられた面取り部である。面取り部11は軸線に対して30°で設けられているが、10°〜45°の範囲内であればよい。面取り部11を設けることにより、配管施工時に継手1の端部で引っかかることが防止され、容易に融着作業時や配管施工時を行うことができる。   11 is a chamfered portion provided on the outer periphery of the joint 1 end. The chamfered portion 11 is provided at 30 ° with respect to the axis, but may be within a range of 10 ° to 45 °. By providing the chamfered portion 11, it is prevented from being caught at the end of the joint 1 at the time of piping construction, and can be easily performed at the time of fusion work or piping construction.

12は継手1の両受口部4に管3の挿入部2を融着接合した後に(図5の状態)、継手1と管3の各々の端部とから形成される空隙である。ソケット形状の場合、空隙12の長さは2Zで表され、36mmで設定されている。   Reference numeral 12 denotes a gap formed between the joint 1 and each end of the tube 3 after the insertion portion 2 of the tube 3 is fusion bonded to both the receiving ports 4 of the joint 1 (state of FIG. 5). In the case of the socket shape, the length of the gap 12 is represented by 2Z and is set to 36 mm.

なお、本実施例では管3であるが、受口付管やレジューサやチーズなど、継手1の受口部4に融着接合されるような挿入部2を持った管及び/または継手であればいずれでもよい。     In addition, although it is the pipe | tube 3 in a present Example, it may be a pipe | tube and / or joint with the insertion part 2 which is fusion-bonded to the receptacle part 4 of the coupling 1, such as a pipe with a receptacle, a reducer, and cheese. Any may be used.

次に、第一の実施例のソケット形状の継手1と管3を融着機を用いて融着接合するときの作用について図3乃至図5を参照して説明する。   Next, an operation when the socket-shaped joint 1 and the pipe 3 according to the first embodiment are fusion-bonded by using a fusion machine will be described with reference to FIGS.

まず、融着機の一方のクランプ6に継手1をセットし、他方のクランプ7に管3をセットする。このとき継手1の段差部8がクランプ6の縁に当たるように固定をすることで、融着接合に適した継手1の位置決めを容易に行うことができ、継手1端面から段差部8までの長さSが決められているため、継手1とヒーター13の挿入位置とが常に一定であり、融着条件を同じにすることができる。また、継手1の段差部8がクランプ6の縁に当たるように固定をすると、継手1の軸線とクランプ6の軸線とが一致して芯出しがなされるため、継手1の固定時に芯出しの調節を行う必要がなく簡単に固定ができ、固定位置の不具合や軸線のずれによる融着部分15の融着ミスや融着ムラを防止して、確実な融着を行うことができる。    First, the joint 1 is set on one clamp 6 of the fusion machine, and the tube 3 is set on the other clamp 7. At this time, by fixing the step portion 8 of the joint 1 so as to contact the edge of the clamp 6, the joint 1 suitable for fusion bonding can be easily positioned, and the length from the end surface of the joint 1 to the step portion 8 can be easily determined. Since the length S is determined, the joint 1 and the insertion position of the heater 13 are always constant, and the fusion conditions can be made the same. Further, if the step 1 of the joint 1 is fixed so that it touches the edge of the clamp 6, the axis of the joint 1 and the axis of the clamp 6 are aligned to adjust the centering. Therefore, it is possible to easily fix, and it is possible to prevent a mis-fusing or uneven fusing of the fusing portion 15 due to a defect in a fixing position or a deviation of the axis, and to perform reliable fusing.

次に、図3のように管3の挿入部2外周と継手1の受口部4内周をヒーター13にて加熱する。適度な時間で加熱した後にヒーター13から管3と継手1を離して、時間を空けずに管3の挿入部2を継手1の受口部4に挿入する。このとき、140mm〜1000mmの口径だと管3を継手1に挿入する際の挿入荷重によってクランプ6でセットした位置から継手1が滑ってずれたり、クランプ6から外れたりしようとするが、継手1端部に鍔部5を設けられているので段差部8がクランプ6の縁に掛かって継手1の移動を防止し、クランプ6から滑ってずれたりクランプ6から外れたりすることがなく、安定した融着接合を行うことができる。また、クランプ6を適度の力で締めるだけでよいので、クランプ6をきつく締め付けることによる継手1の偏平や、クランプ6の破損を防止することができる。   Next, as shown in FIG. 3, the outer periphery of the insertion portion 2 of the tube 3 and the inner periphery of the receiving portion 4 of the joint 1 are heated by the heater 13. After heating in an appropriate time, the tube 3 and the joint 1 are separated from the heater 13, and the insertion portion 2 of the tube 3 is inserted into the receiving portion 4 of the joint 1 without leaving time. At this time, if the diameter is 140 mm to 1000 mm, the joint 1 tends to slip or disengage from the position set by the clamp 6 due to the insertion load when the tube 3 is inserted into the joint 1. Since the flange portion 5 is provided at the end portion, the step portion 8 is hung on the edge of the clamp 6 to prevent the joint 1 from moving, and it is stable without slipping off the clamp 6 or coming off the clamp 6. Fusion bonding can be performed. Further, since it is only necessary to tighten the clamp 6 with an appropriate force, it is possible to prevent the flattening of the joint 1 and the damage to the clamp 6 caused by tightening the clamp 6 tightly.

管3を継手1に挿入したら、その状態のまま一定時間固定し(図4の状態)、融着部分15の冷却を行った後にクランプ6から継手1と管3を外す。続いて継手1の他方の受口部4も同様の方法で融着接合し、冷却を行った後にクランプ6から外すことで融着接合の作業が完了する(図5の状態)。   When the tube 3 is inserted into the joint 1, the state is fixed for a certain period of time (the state shown in FIG. 4). After the fused portion 15 is cooled, the joint 1 and the tube 3 are removed from the clamp 6. Subsequently, the other receiving portion 4 of the joint 1 is fusion-bonded by the same method, and after the cooling, the fusion-joining operation is completed by removing it from the clamp 6 (state of FIG. 5).

管3の挿入深さである継手1の受口部4の長さLと口径Dとの関係は0.25D<L<0.32Dで設定されているため、十分な融着強度を得ることができ、あまり挿入荷重をかけずに融着接合することが可能である。   Since the relationship between the length L of the receiving portion 4 of the joint 1 which is the insertion depth of the pipe 3 and the diameter D is set as 0.25D <L <0.32D, sufficient fusion strength can be obtained. It is possible to perform fusion bonding without applying an insertion load so much.

また、空隙12の長さ2Zが短すぎると管路に内圧がかかったときに挿入された管3端面間から形成される空隙12の部分に応力が集中してしまい、破壊してしまうので、本実施例の場合継手1がソケット形状の継手だから曲管角度θ=0°として、0.08D(1+sinθ)<Z、すなわち0.08D<Zとなる範囲でZを設定することで、低い内圧で応力の集中によって破損することを防止することができる。また、空隙を長くすると応力の集中は解消される反面、継手1が大きくなることによる成形性の困難や、材料コストの増加が起こることを抑えるため、本実施例の場合継手1がソケット形状の継手だから曲管角度θ=0°として、Z<0.13D(1+sinθ)、すなわちZ<0.13Dとなる範囲でZを設定する。   In addition, if the length 2Z of the gap 12 is too short, stress concentrates on the portion of the gap 12 formed between the end faces of the pipe 3 inserted when internal pressure is applied to the pipe line, so that the breakage occurs. In the case of the present embodiment, since the joint 1 is a socket-shaped joint, the bent pipe angle θ = 0 °, and 0.08D (1 + sin θ) <Z, that is, by setting Z in the range of 0.08D <Z, a low internal pressure It is possible to prevent damage due to stress concentration. In addition, when the gap is lengthened, the stress concentration is eliminated. On the other hand, in order to suppress the difficulty in formability due to the increase in the size of the joint 1 and the increase in the material cost, the joint 1 has a socket shape. Since it is a joint, the bent pipe angle θ = 0 ° and Z <0.13D (1 + sin θ), that is, Z is set in a range where Z <0.13D.

以下、図7、図8に基づいて、本発明の第二の実施例である90°エルボ形状のオレフィン系樹脂製継手について説明する。   Hereinafter, a 90 ° elbow-shaped olefin resin joint that is a second embodiment of the present invention will be described with reference to FIGS. 7 and 8.

図7、図8において、14はエルボ形状のポリプロピレン製の継手であり、挿入部16の外径Dが180mmのポリプロピレン製の管17と融着接合される。    7 and 8, reference numeral 14 denotes an elbow-shaped polypropylene joint, which is fusion-bonded to a polypropylene tube 17 having an insertion portion 16 with an outer diameter D of 180 mm.

18は継手14の両端部の内周に設けられた受口部である。受口部18の内径は、管17の外径Dと同一または若干小径であり、奥部に向かって緩やかに縮径するように設けられている。受口部18の長さLは管17の挿入深さであり、54mmで設定されている。   Reference numeral 18 denotes a receiving portion provided on the inner periphery of both ends of the joint 14. The inner diameter of the receiving portion 18 is the same as or slightly smaller than the outer diameter D of the tube 17 and is provided so as to be gradually reduced in diameter toward the back. The length L of the receiving portion 18 is the insertion depth of the tube 17 and is set to 54 mm.

19は継手14の両端部の外周に設けられた鍔部である。20は継手14端部の外周に設けられた面取り部である。鍔部19、面取り部20の詳細な説明については第一の実施例と同様であるため説明を省略する。   Reference numeral 19 denotes a flange provided on the outer periphery of both ends of the joint 14. Reference numeral 20 denotes a chamfered portion provided on the outer periphery of the end portion of the joint 14. Since the detailed description of the collar part 19 and the chamfered part 20 is the same as that of the first embodiment, the description thereof is omitted.

21は継手14の両受口18と管17の挿入部16を融着接合した際に(図8の状態)、継手14と管17の各々の端部とから形成される空隙である。空隙21のうち、Z寸法は継手14の受口部18終端から両受口部18の軸線交点間における直線部分の長さであり、すなわち、本実施例では受口部18終端から屈曲部分22までの長さとなり、36mmで設定されている。 Reference numeral 21 denotes a gap formed between the joint 14 and each end portion of the pipe 17 when the both receiving ports 18 of the joint 14 and the insertion portion 16 of the pipe 17 are fusion-bonded (state of FIG. 8). Of the void 21, Z dimension Ri length der of the linear portion between the axis intersection of the receiving portion 18 terminating from both the mouth part 18 of the joint 14, i.e., the bent portion from the mouth part 18 terminating in the present embodiment The length is up to 22 and is set at 36 mm.

次に、第二の実施例のエルボ形状の継手14と管17を融着機を用いて融着接合するときの作用について図7、図8を参照して説明する。   Next, the operation when the elbow-shaped joint 14 and the pipe 17 of the second embodiment are fusion-bonded using a fusion machine will be described with reference to FIGS.

まず、融着機の一方のクランプに継手14をセットし、他方のクランプに管17をセットする。融着接合の手順については、第一の実施例と同様であるので説明を省略する。   First, the joint 14 is set to one clamp of the fusion machine, and the pipe 17 is set to the other clamp. Since the procedure of fusion bonding is the same as that of the first embodiment, description thereof is omitted.

管17の挿入深さである受口部18の長さLは0.25D<L<0.32Dで設計されているため、十分な融着強度を得ることができ、あまり挿入荷重をかけずに融着接合することが可能である。   Since the length L of the receiving portion 18 which is the insertion depth of the tube 17 is designed to satisfy 0.25D <L <0.32D, sufficient fusion strength can be obtained, and an insertion load is not applied so much. It is possible to fuse and bond to each other.

また、90°エルボの場合は空隙21の、挿入された管17端から屈曲部分22までの直線部分の長さが短すぎると、管路に内圧がかかるときに空隙21の特に屈曲部分22で応力が集中してしまうので、適度な間隔を設けることが必要であり、90°エルボの管17端から屈曲部分22までの距離を内圧に対する応力を集中させないように設定する必要があるから、0.08D*2<Zとさせなくてはならない。さらに継手14の曲管角θが小さくなるにつれてエルボの屈曲部分22の応力は低くなるので管17端から屈曲部分22の間隔は狭くなり、曲管角度θとZは0.08D(1+sinθ)<Zの関係になることが好ましい。また、Zが長くなることについては、応力の集中は解消される反面、継手14が大きくなることによる成形性の困難や材料コストの増加が起こるため、これらを抑えるためにZ<0.13D(1+sinθ)となる範囲でZを設定することが好ましい。   In the case of a 90 ° elbow, if the length of the linear portion of the gap 21 from the end of the inserted tube 17 to the bent portion 22 is too short, when the internal pressure is applied to the pipe line, particularly in the bent portion 22. Since stress concentrates, it is necessary to provide an appropriate interval, and it is necessary to set the distance from the end of the tube 17 of the 90 ° elbow to the bent portion 22 so that stress against the internal pressure is not concentrated. .08D * 2 <Z must be satisfied. Further, as the bent tube angle θ of the joint 14 becomes smaller, the stress at the bent portion 22 of the elbow becomes lower, so the distance from the end of the tube 17 to the bent portion 22 becomes narrower, and the bent tube angles θ and Z are 0.08D (1 + sin θ) < It is preferable to have a Z relationship. In addition, as Z becomes longer, the concentration of stress is eliminated. On the other hand, since the joint 14 becomes larger, difficulty in formability and increase in material cost occur. Therefore, in order to suppress these, Z <0.13D ( It is preferable to set Z within a range of 1 + sin θ).

なお、第一及び第二の実施例では管3、17や継手1、14はポリプロピレン製であるが、ポリエチレン、ポリブテンなどオレフィン系樹脂製であればいずれでもよい。   In the first and second embodiments, the pipes 3 and 17 and the joints 1 and 14 are made of polypropylene, but may be made of any olefin resin such as polyethylene or polybutene.

また、第一及び第二の実施例は継手1、14がソケット形状のものとエルボ形状のものであるが、チーズ形状やレジューサ形状のものでもかまわない。チーズ形状では90°エルボ形状の場合の条件を当てはめて設定し、レジューサ形状では各受口部の口径に対して条件を当てはめて設定する。   In the first and second embodiments, the joints 1 and 14 have a socket shape and an elbow shape, but may have a cheese shape or a reducer shape. In the cheese shape, the conditions in the case of the 90 ° elbow shape are applied and set, and in the reducer shape, the conditions are applied to the diameter of each receiving portion.

次に、第一の実施例において、ソケット形状の継手1(θ=0°)の受口部4の長さLや受口部4終端から中心(両受口部4終端間の中点)までの直線部分の長さZを変化させたとき、管3を融着した継手1の内圧に対する性能を、以下に示す方法に従って評価した。図5に基づいて説明する。 Next, in the first embodiment, the length L of the receiving portion 4 of the socket-shaped joint 1 (θ = 0 °) and the center from the end of the receiving portion 4 (the midpoint between the ends of both receiving portions 4). When the length Z of the straight line portion was changed, the performance against the internal pressure of the joint 1 in which the pipe 3 was fused was evaluated according to the following method. This will be described with reference to FIG.

(破壊水圧試験)
配水用ポリエチレン協会規格PWA001に基づいて、23±2℃の雰囲気中で、継手1を接合した管供試体長さ1mの内部に管供試体が破壊するまで一定の水圧で加圧を続け、管供試体が破壊した時点の圧力の最大値を測定する。なお、圧力の最大値は6.0MPa以上であれば合格とする。
(Destructive water pressure test)
Based on the water distribution polyethylene association standard PWA001, in a 23 ± 2 ° C atmosphere, pressurize at a constant water pressure until the pipe specimen breaks inside the pipe specimen length of 1 m to which the joint 1 is joined. Measure the maximum pressure when the specimen breaks. In addition, if the maximum value of a pressure is 6.0 Mpa or more, it will be set as a pass.

Dが140mm、180mm、225mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、L=0.28Dとしたときの破壊水圧試験結果を、実施例1、実施例2、実施例3として、それぞれ表1に示す。   In the socket-shaped polypropylene joint 1 for joining the polypropylene pipes 3 with D of 140 mm, 180 mm, and 225 mm, the results of the destructive hydraulic pressure test when L = 0.28D are shown in Example 1, Example 2, and Example 3. Are shown in Table 1, respectively.

Dが140mm、180mm、225mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、L=0.10Dとしたときの破壊水圧試験結果を、比較例1、比較例2、比較例3として、それぞれ表1に示す。 In the socket-shaped polypropylene joint 1 for joining the polypropylene pipes 3 with D of 140 mm, 180 mm, and 225 mm, the results of the destructive hydraulic pressure test when L = 0.10 D are shown in Comparative Example 1, Comparative Example 2, and Comparative Example 3. Are shown in Table 1, respectively.

Dが140mm、180mm、225mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、L=0.23Dとしたときの破壊水圧試験結果を、比較例4、比較例5、比較例6として、それぞれ表1に示す。 In the socket-shaped polypropylene joint 1 that joins the polypropylene pipes 3 with D of 140 mm, 180 mm, and 225 mm, the fracture hydraulic pressure test results when L = 0.23D are shown in Comparative Example 4, Comparative Example 5, and Comparative Example 6. Are shown in Table 1, respectively.

Dが140mm、180mm、225mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、L=0.35Dとしたときの破壊水圧試験結果を、比較例7、比較例8、比較例9として、それぞれ表1に示す。

Figure 0004505785
In the socket-shaped polypropylene joint 1 for joining the polypropylene pipes 3 with D of 140 mm, 180 mm, and 225 mm, the results of the destructive hydraulic pressure test when L = 0.35D are Comparative Example 7, Comparative Example 8, and Comparative Example 9 Are shown in Table 1, respectively.
Figure 0004505785

表1からわかるように、実施例1〜3では性能に問題がないことがわかる。比較例1〜3では融着部分15(図5参照)の面積が少なく、融着強度が不十分であるため、融着部分の付近から破損した。比較例4〜6ではLの範囲に融着の誤差が含まれているため、融着接合が確実にできているという条件下であれば、0.25D<Lの範囲から若干外れていても使用に耐えられる強度を維持することは可能であるが、0.25D<Lの範囲については、融着部分の面積が最低限管継手である管3の断面積以上必要であるため、管3の挿入部2の肉厚をtとして条件式を求めると、
π(D−2t)2/4≦πDL
という式が成り立ち、t(図1参照)は最小でD/11で求められるため、上式に代入すると、
0.167D≦L
となる。この0.167Dに対して、挿入部2を受口部4に挿入する時の挿入量は、一定になるように設定したとしても、作業者や融着機の性能や環境による融着のばらつきにより、設定した挿入量に対して最低で八割までしか挿入されない場合があり、また、設定した融着部分において、継手1や管3の端部の付近のそれぞれ一割程度の領域は、軸線のずれや融着の誤差により完全に融着できない場合がある領域である。このためLの範囲を、挿入部2が八割までしか挿入されない場合を考慮して、さらに融着面積を二割増しさせて設定すると、
0.167D/0.8*1.2=0.25D
となる。よって、接合部分に要求される強度を十分得るために0.25D<Lである必要がある。
As can be seen from Table 1, in Examples 1 to 3, there is no problem in performance. In Comparative Examples 1 to 3, since the area of the fused portion 15 (see FIG. 5) is small and the fusion strength is insufficient, it was damaged from the vicinity of the fused portion. In Comparative Examples 4 to 6, since the fusion error is included in the range of L, so long as the fusion bonding is surely performed, even if it is slightly out of the range of 0.25D <L Although it is possible to maintain the strength that can withstand use, in the range of 0.25D <L, the area of the fused portion needs to be at least the cross-sectional area of the pipe 3 that is a pipe joint. When the thickness of the insertion portion 2 is determined as t,
π (D-2t) 2/4 ≦ πDL
Since t (see FIG. 1) can be calculated as D / 11 at the minimum, substituting it into the above equation,
0.167D ≦ L
It becomes. Even if the insertion amount when inserting the insertion portion 2 into the receiving portion 4 is set to be constant with respect to 0.167D, the variation in fusion due to the performance of the operator and the fusion machine and the environment. Thus, there are cases where only a minimum of 80% of the set insertion amount is inserted, and in the set fusion portion, about 10% of the area in the vicinity of the end of the joint 1 and the pipe 3 is the axis line. This is a region where there is a case where it cannot be completely welded due to a deviation or a welding error. Therefore, considering the case where the insertion portion 2 is inserted only up to 80%, the range of L is set by further increasing the fusion area by 20%,
0.167D / 0.8 * 1.2 = 0.25D
It becomes. Therefore, it is necessary that 0.25D <L in order to obtain sufficient strength required for the joint portion.

また、比較例7〜9では融着接合が確実にできているという条件下であれば、L<0.32Dの範囲から外れていても使用に耐えられる強度を維持することは可能であるが、一般的に融着面積が広くなると接合部分の信頼性は増すが、挿入部2を受口部4に挿入するという構造であるため融着接合時には溶融した樹脂による抵抗が発生し、Lが長いと融着接合が完了するまでの時間が長くなり、時間の経過とともに溶融した樹脂が固化することにより挿入抵抗は大きくなるため、Lを長くするにつれて挿入荷重の上昇率が高くなり、融着ミスが起こる確率が高くなる。これは大口径の継手では顕著であり、140mm≦D≦1000mmを対象とした本発明のオレフィン系樹脂製継手では、最低限必要な融着面積を有するLに対して3割増の範囲内であれば挿入荷重の上昇はあまりないが、3割より大きくなると挿入荷重の上昇率が高くなるため、L<0.32Dである必要がある。また、Lが長くなると継手1の体積が増すために材料のコストが増えて重量が増加するため、体積の変化の範囲を二割程度内に抑えるためにもL<0.32Dである必要がある。   Further, in Comparative Examples 7 to 9, it is possible to maintain the strength that can be used even if it is out of the range of L <0.32D as long as the fusion bonding can be reliably performed. In general, as the fusion area increases, the reliability of the joint portion increases. However, since the insertion portion 2 is inserted into the receiving portion 4, resistance due to the molten resin is generated during fusion joining, and L is If the length is longer, the time until the fusion bonding is completed becomes longer, and the insertion resistance increases as the molten resin solidifies with the passage of time. Therefore, as the length L is increased, the increase rate of the insertion load increases. The probability of making a mistake increases. This is conspicuous for large-diameter joints, and in the case of an olefin-based resin joint of the present invention targeting 140 mm ≦ D ≦ 1000 mm, it should be within a range of 30% more than L having the minimum necessary fusion area. In this case, the insertion load does not increase so much, but if it exceeds 30%, the increase rate of the insertion load increases. Therefore, it is necessary that L <0.32D. Further, when L becomes longer, the volume of the joint 1 increases, so the cost of the material increases and the weight increases. Therefore, L <0.32D needs to be satisfied in order to keep the volume change range within about 20%. is there.

以上のことから、Lの寸法は、0.25D<L<0.32Dの範囲であれば、融着接合時の挿入荷重を抑えて融着ミスを防ぐことができ、より確実な融着接合を行うことができる。   From the above, if the dimension of L is in the range of 0.25D <L <0.32D, the insertion load at the time of fusion bonding can be suppressed to prevent a fusion error, and more reliable fusion bonding. It can be performed.

Dが140mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手において、Zが11.5mm(Z=0.082D)、15mm(Z=0.107D)、16.5mm(Z=0.118D)、19.5mm(Z=0.139D)、23mm(Z=0.164D)としたときの破壊水圧試験結果を、実施例4、実施例5、実施例6、実施例7、実施例8として、それぞれ表2に示す。   In a socket-shaped polypropylene joint for joining polypropylene pipes 3 having a D of 140 mm, Z is 11.5 mm (Z = 0.082D), 15 mm (Z = 0.107D), 16.5 mm (Z = 0.118D) ), 19.5 mm (Z = 0.139D), 23 mm (Z = 0.164D), the results of the destructive water pressure test are shown in Example 4, Example 5, Example 6, Example 7, and Example 8. Are shown in Table 2.

Dが180mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、Zが15mm(Z=0.083D)、16.5mm(Z=0.091D)、19.5mm(Z=0.108D)、23mm(Z=0.128D)としたときの破壊水圧試験結果を、実施例9、実施例10、実施例11、実施例12として、それぞれ表2に示す。   In the socket-shaped polypropylene joint 1 for joining the polypropylene pipes 3 with D of 180 mm, Z is 15 mm (Z = 0.083D), 16.5 mm (Z = 0.091D), 19.5 mm (Z = 0.0.0). 108D) and 23 mm (Z = 0.128D), the results of the fracture hydraulic pressure test are shown in Table 2 as Example 9, Example 10, Example 11, and Example 12, respectively.

Dが225mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、Zが16.5mm(Z=0.074D)、19.5mm(Z=0.087D)、23mm(Z=0.096D)としたときの破壊水圧試験結果を、実施例13、実施例14、実施例15として、それぞれ表2に示す。   In a socket-shaped polypropylene joint 1 for joining polypropylene pipes 3 with D of 225 mm, Z is 16.5 mm (Z = 0.074D), 19.5 mm (Z = 0.087D), 23 mm (Z = 0. 096D) are shown in Table 2 as Example 13, Example 14, and Example 15, respectively.

Dが140mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、Zが7.5mm(Z=0.054D)としたときの破壊水圧試験結果を、比較例10として、表2に示す。   In the socket-shaped polypropylene joint 1 for joining the polypropylene pipes 3 with D of 140 mm, the fracture hydraulic pressure test results when Z is 7.5 mm (Z = 0.054D) are shown in Table 2 as Comparative Example 10. Show.

Dが180mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、Zが7.5mm(Z=0.042D)、11.5mm(Z=0.064D)としたときの破壊水圧試験結果を、比較例11、比較例12として、それぞれ表2に示す。   Fracture water pressure test when D is 7.5 mm (Z = 0.042D) and 11.5 mm (Z = 0.064D) in a socket-shaped polypropylene joint 1 for joining polypropylene pipes 3 with D of 180 mm The results are shown in Table 2 as Comparative Example 11 and Comparative Example 12, respectively.

Dが225mmのポリプロピレン製管3を接合するソケット形状のポリプロピレン製継手1において、Zが7.5mm(Z=0.33D)11.5mm(Z=0.051D)、15mm(Z=0.067D)としたときの破壊水圧試験結果を、比較例13、比較例14、比較例15として、それぞれ表2に示す。

Figure 0004505785
In a socket-shaped polypropylene joint 1 for joining polypropylene pipes 3 with D of 225 mm, Z is 7.5 mm (Z = 0.33D), 11.5 mm (Z = 0.051D), and 15 mm (Z = 0.67D). Table 2 shows the results of the fracture hydraulic pressure test as Comparative Example 13, Comparative Example 14, and Comparative Example 15, respectively.
Figure 0004505785

表2からわかるように、比較例10〜15より、0.08D(1+sinθ)<Zでない場合、管内にかかる内圧は接合部分の構造上、挿入された管3端面間から形成される空隙12の部分に応力が集中し、Zの寸法が小さいと応力が狭い空隙12内に集中して加わるために、内圧に耐えられずに破壊してしまう。実施例4〜15より、0.08D(1+sinθ)<Zの範囲であれば、Dが140mm、180mm、225mmのいずれであっても、Zは0.08Dより大きい値であれば、十分な破壊強度を得ることができる。   As can be seen from Table 2, from Comparative Examples 10 to 15, when 0.08D (1 + sin θ) <Z is not satisfied, the internal pressure applied to the inside of the pipe is the gap 12 formed between the end faces of the inserted pipe 3 due to the structure of the joint portion. Stress concentrates on the portion, and if the dimension of Z is small, the stress is concentrated and applied in the narrow gap 12, so that it cannot withstand the internal pressure and breaks. From Examples 4 to 15, if 0.08D (1 + sinθ) <Z, even if D is 140 mm, 180 mm, or 225 mm, if Z is greater than 0.08D, sufficient destruction Strength can be obtained.

以上のことから、ソケット形状のポリプロピレン製継手であるので継手の曲管角度θは0°であり、0.08D(1+sinθ)<Zの範囲であれば、継手の空隙部分に応力を集中させることなく、破壊強度を維持することができる。なお、継手のZが長くなると継手1が大きくなり成形が困難になり、材料のコストや重量の増加につながるため、これらを抑えるためにZ<0.13D(1+sinθ)である必要があり、0.08D(1+sinθ)<Z<0.13D(1+sinθ)であることが好ましい。   From the above, since it is a socket-shaped polypropylene joint, the bent pipe angle θ of the joint is 0 °. If 0.08D (1 + sinθ) <Z, the stress should be concentrated in the gap portion of the joint. In addition, the breaking strength can be maintained. In addition, if Z of a joint becomes long, the joint 1 becomes large and molding becomes difficult, leading to an increase in material cost and weight. Therefore, in order to suppress these, it is necessary that Z <0.13D (1 + sin θ). 0.08D (1 + sin θ) <Z <0.13D (1 + sin θ) is preferable.

本発明は、配水配管、超純水配管、各種薬液配管、農水配管、蒸気配管、各種ガス配管などに用いられる、外径が140mm〜1000mmの管継手の挿入部が挿入されるポリプロピレンやポリエチレン製のソケット、エルボ、チーズ、レジューサなどの受口部を有する継手として使用することにより上記の優れた効果が得られる。   The present invention is made of polypropylene or polyethylene into which an insertion portion of a pipe joint having an outer diameter of 140 mm to 1000 mm is used for water distribution pipes, ultrapure water pipes, various chemical pipes, agricultural water pipes, steam pipes, various gas pipes, etc. The above-described excellent effects can be obtained by using as a joint having a receiving portion such as a socket, elbow, cheese or reducer.

本発明の第一の実施例を示すソケット形状の継手の縦断面図である。It is a longitudinal cross-sectional view of the socket-shaped coupling which shows the 1st Example of this invention. 図1の要部拡大縦断面図である。It is a principal part expanded longitudinal cross-sectional view of FIG. 継手と管を融着接合する際の加熱時の状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state at the time of a heating at the time of fusion-joining a joint and a pipe | tube. 加熱溶融された継手に管を挿入した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which inserted the pipe | tube into the joint by heat melting. 図1の継手の両受口部に管を融着接合した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which carried out the fusion splicing of the pipe | tube to the both opening parts of the coupling of FIG. 継手の端部の外周に設けられた突部の他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the protrusion provided in the outer periphery of the edge part of a coupling. 本発明の第二の実施例を示す90°エルボ形状の継手の縦断面図である。It is a longitudinal cross-sectional view of a 90 ° elbow-shaped joint showing a second embodiment of the present invention. 図7の継手の両受口部に管を融着接合した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which carried out the fusion splicing of the pipe | tube to the both receiving port parts of the coupling of FIG. 従来の管継手を示す縦断面図である。It is a longitudinal cross-sectional view which shows the conventional pipe joint.

符号の説明Explanation of symbols

1…継手
2…挿入部
3…管
4…受口部
5…鍔部
6…クランプ
7…クランプ
8…段差部
9…突部
10…間欠突条部
11…面取り部
12…空隙
13…ヒーター
14…継手
15…融着部分
16…挿入部
17…管
18…受口部
19…鍔部
20…面取り部
21…空隙
22…屈曲部分
D…管の外径
D1…鍔部の外径
D2…継手の外径
L…継手の受口部の長さ
Z…継手の受口部終端から中心までの直線部分の長さ
S…継手端面から段差部までの長さ
θ…継手が曲管継手の場合の曲管角度
DESCRIPTION OF SYMBOLS 1 ... Joint 2 ... Insertion part 3 ... Pipe 4 ... Receptacle part 5 ... Claw part 6 ... Clamp 7 ... Clamp 8 ... Step part 9 ... Projection part 10 ... Intermittent protrusion part 11 ... Chamfer part 12 ... Cavity 13 ... Heater 14 ... Joint 15 ... Fusion part 16 ... Insertion part 17 ... Pipe 18 ... Receiving part 19 ... Claw part 20 ... Chamfering part 21 ... Cavity 22 ... Bending part D ... Pipe outer diameter D1 ... Butt part outer diameter D2 ... Joint Outer diameter L ... Joint receiving port length Z ... Joint receiving port end to center straight portion length S ... Joint end surface to stepped portion θ ... Joint is a curved pipe joint Curved tube angle

Claims (2)

オレフィン系樹脂製管及び/または継手の端部が挿入されて加熱融着される受口部を有するオレフィン系樹脂製の継手において、
D(mm):該管及び/または継手の挿入部の外径、
L(mm):該継手の受口部の長さ、
Z(mm):該継手の受口部終端から中心までにおける直線部分の長さ(但し、該継手が直管の場合、「中心」とは該継手の両受口終端間の中点、該継手が曲管の場合、「中心」とは該継手の両受口部の軸線交点と定義する。)、
θ:該継手が曲管継手の場合の曲管角度、
としたとき、
1)0.25D<L<0.32D
2)0.08D(1+sinθ)<Z
3)140≦D≦1000
であることを特徴とするオレフィン系樹脂製継手。
In the olefin resin joint having an inlet portion where the end of the olefin resin pipe and / or joint is inserted and heat-sealed,
D (mm): outer diameter of the insertion portion of the pipe and / or joint,
L (mm): length of the receiving portion of the joint,
Z (mm): the length of the straight portion from the end of the joint to the center of the joint (however, when the joint is a straight pipe, “center” means the midpoint between the two terminal ends of the joint, When the joint is a curved pipe, the “center” is defined as the intersection of the axes of the two receiving portions of the joint.
θ: bent pipe angle when the joint is a bent pipe joint,
When
1) 0.25D <L <0.32D
2) 0.08D (1 + sin θ) <Z
3) 140 ≦ D ≦ 1000
An olefin resin joint characterized by the above.
前記継手の少なくとも一つの端部の外周に、少なくとも二つの突部か間欠突条部、または鍔部が設けられ、該継手を融着機のクランプにセットしたときに、該クランプの縁に当たるように固定されることを特徴とする請求項1記載のオレフィン系樹脂製継手。 At least two protrusions, intermittent protrusions, or flanges are provided on the outer periphery of at least one end of the joint so that when the joint is set on the fuser clamp, the joint hits the edge of the clamp. The olefin resin joint according to claim 1, wherein the olefin resin joint is fixed to the olefin resin joint.
JP2003410969A 2003-12-09 2003-12-09 Olefin resin fittings Expired - Lifetime JP4505785B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003410969A JP4505785B2 (en) 2003-12-09 2003-12-09 Olefin resin fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003410969A JP4505785B2 (en) 2003-12-09 2003-12-09 Olefin resin fittings

Publications (2)

Publication Number Publication Date
JP2005172073A JP2005172073A (en) 2005-06-30
JP4505785B2 true JP4505785B2 (en) 2010-07-21

Family

ID=34731895

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003410969A Expired - Lifetime JP4505785B2 (en) 2003-12-09 2003-12-09 Olefin resin fittings

Country Status (1)

Country Link
JP (1) JP4505785B2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61152428A (en) * 1984-12-26 1986-07-11 Sekisui Chem Co Ltd Connection of synthetic resin pipe
JPH11201362A (en) * 1998-01-07 1999-07-30 Nippon Kokan Pipe Fittings Mfg Co Ltd Pipe joint
JP2002188785A (en) * 2000-12-21 2002-07-05 Hitachi Metals Ltd Electrofusion type pipe joint
JP2002295778A (en) * 2001-03-29 2002-10-09 Dainippon Plastics Co Ltd Thermoplastic resin pipe joint

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61152428A (en) * 1984-12-26 1986-07-11 Sekisui Chem Co Ltd Connection of synthetic resin pipe
JPH11201362A (en) * 1998-01-07 1999-07-30 Nippon Kokan Pipe Fittings Mfg Co Ltd Pipe joint
JP2002188785A (en) * 2000-12-21 2002-07-05 Hitachi Metals Ltd Electrofusion type pipe joint
JP2002295778A (en) * 2001-03-29 2002-10-09 Dainippon Plastics Co Ltd Thermoplastic resin pipe joint

Also Published As

Publication number Publication date
JP2005172073A (en) 2005-06-30

Similar Documents

Publication Publication Date Title
JP2009513886A (en) Plug fitting
US4832383A (en) Pipe and flange assembly
KR200449405Y1 (en) Ring Joint structure for pipe
JP4505785B2 (en) Olefin resin fittings
JPH10296433A (en) High frequency brazing method for aluminum tube
JPH06300177A (en) Electric fusion coupling with pipe clamp
JPH1047557A (en) Clearance setting method and member for welded pipe joint
JP2007071323A (en) Connecting method for corrugated pipe
JPH06174171A (en) Connecting structure for resin tube and connecting method thereof
KR200347935Y1 (en) A heat fusing fitting connecter for a plumbing pipe
KR20200049077A (en) Electric Fusion Welding Pipe of Pipe
JP6001373B2 (en) Electric fusion joint
JP2003090485A (en) Fusion member with core
JPH09242973A (en) Fused joint with clamp
JP4071987B2 (en) Thermofusion bonding auxiliary material for thermoplastic resin tube and method for bonding thermoplastic resin tube
JPH06221474A (en) Metal pipe connecting method
JPH07317984A (en) Jointing method for pipe and joint, and pipe for piping
JP5401166B2 (en) How to connect resin pipes
JP2015513653A (en) Pipe fitting and method for forming a pipe fitting
JP2004100767A (en) Joint structure of resin tube
JPH11304069A (en) Electrically fusing joint
JP3258364B2 (en) Pipe joint connection device with built-in heating wire
JPH11170372A (en) Electrically welded branch joint
JPH07293778A (en) Method for joining thermoplastic resin bent pipe joint to thermoplastic resin pipe
JPS6224513Y2 (en)

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061201

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090902

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090908

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20091104

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100112

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100305

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100406

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100415

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130514

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4505785

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130514

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140514

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term