JP2021060057A - Structure and method for connecting pipe joint to pipe - Google Patents

Structure and method for connecting pipe joint to pipe Download PDF

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JP2021060057A
JP2021060057A JP2019183687A JP2019183687A JP2021060057A JP 2021060057 A JP2021060057 A JP 2021060057A JP 2019183687 A JP2019183687 A JP 2019183687A JP 2019183687 A JP2019183687 A JP 2019183687A JP 2021060057 A JP2021060057 A JP 2021060057A
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pipe
tightening ring
joint
connection port
peripheral surface
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JP7364412B2 (en
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康晴 横山
Yasuharu Yokoyama
康晴 横山
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Mitsubishi Chemical Infratec Co Ltd
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Abstract

To connect a joint to a pipe by reliably and firmly coupling a connection port of the pipe joint having irregularities at an outer peripheral surface to an end of the pipe.SOLUTION: A structure for connecting a pipe joint to a pipe includes steps of connecting a pipe to a joint by press fitting an inner peripheral surface of the pipe to an outer peripheral surface of a connection port of the pipe joint; and fixing the connection of the pipe by press fitting a tightening ring with a length from a bottom part to a tip of the connection port of the pipe joint at an outer peripheral surface of the pipe, where thicknesses of both members are set so that a wall thickness (Tp) of the pipe and a wall thickness (Tw) of the tightening ring satisfy the relation of (1.2≤Tp/Tw≤9.0).SELECTED DRAWING: Figure 5

Description

本発明は、パイプを管継手に接続する構造とその方法に関する。 The present invention relates to a structure for connecting a pipe to a pipe joint and a method thereof.

樹脂パイプとして代表的な架橋ポリエチレン管は、化学的に安定した材料からなり、軽量で可撓性を有し、運搬が容易で施工現場での配管工事の作業性にも優れていることから、冷暖房や空気調和、給排水のための設備における液体やガスを輸送する導管として広く用いられている。 Cross-linked polyethylene pipe, which is a typical resin pipe, is made of a chemically stable material, is lightweight and flexible, is easy to transport, and has excellent workability in piping work at the construction site. It is widely used as a conduit for transporting liquids and gases in equipment for heating and cooling, air conditioning, and water supply and drainage.

樹脂パイプを他の導管の管継手に接続する場合に、前記パイプの端部開口を大気温度において、接続する導管や管継手の接続口の外径よりも大きくなるように可逆的に拡径し、その状態で拡径したパイプの端部を前記接続口に嵌め合わせれば、前記拡径した端部が大気温度での自動戻り変形によって前記接続口の外周面に固くシールして結合させることができることが知られている(例えば特許文献1参照)。 When connecting a resin pipe to a pipe joint of another pipe, the diameter of the end opening of the pipe is reversibly expanded so as to be larger than the outer diameter of the connection port of the connecting pipe or pipe joint at atmospheric temperature. If the end of the pipe whose diameter has been expanded is fitted to the connection port in that state, the expanded end can be firmly sealed and bonded to the outer peripheral surface of the connection port by automatic return deformation at atmospheric temperature. It is known that it can be done (see, for example, Patent Document 1).

特表平6−509994号公報Special Table 6-509994

給排水設備の配管で導管同士や設備と導管の接続に、接続口の外周面にその先端側から根本部側へ拡径した複数の傾斜段差部が形成された継手(以下、単に「継手」又は「管継手」ともいう。)が使用されることがある。
この継手の接続口に導管を接続する方法として、導管の開口端部を前記接続口に嵌め合わせた後、導管の外周面にホースバンドを巻き締めて固定する方法がある。
In the piping of water supply and drainage equipment, a joint (hereinafter, simply "joint" or simply "joint" or (Also referred to as "pipe fitting") may be used.
As a method of connecting the conduit to the connection port of the joint, there is a method of fitting the open end of the conduit to the connection port and then winding a hose band around the outer peripheral surface of the conduit to fix the conduit.

このような方法を用いた場合、紐状或いは帯状ホースバンドの締め付けによってパイプの外周面にライン状に応力が集中し、前記接続口の外周面に段差があることと相俟って、この応力の集中がパイプと接続口の内外周面間の密着性を阻害して隙間を生じさせ、導管を流れる媒体を漏出させることがあった。
また、ホースバンドを締める力加減は施工作業者によりばらつきがあり、締め付けが緩い場合はホースバンドが外れてしまい、前記接続口に固定されたパイプが接続口から抜けてしまう虞があった。
When such a method is used, the stress is concentrated in a line shape on the outer peripheral surface of the pipe by tightening the string-shaped or strip-shaped hose band, and this stress is combined with the fact that there is a step on the outer peripheral surface of the connection port. Concentration may hinder the adhesion between the inner and outer peripheral surfaces of the pipe and the connection port, create a gap, and leak the medium flowing through the conduit.
Further, the amount of force for tightening the hose band varies depending on the construction worker, and if the tightening is loose, the hose band may come off and the pipe fixed to the connection port may come off from the connection port.

本発明は従来の技術が有するこのような問題点に鑑み、外周面に凹凸のある継手の接続口に、パイプの端部を確実且つ強固に結合して接続することができるようにすることを課題とする。 In view of such problems of the prior art, the present invention makes it possible to securely and firmly connect the end portion of the pipe to the connection port of the joint having irregularities on the outer peripheral surface. Make it an issue.

前述の課題を解決する手段として、ホースバンドに代えて、合成樹脂製の締め付けリングを予めパイプの外周面に装着しておき、その状態でパイプの端部開口を拡径して継手の接続口に嵌め合わせることが考えられる。このようにすることで施工作業者による締め付けのばらつきがなくなり、締め付けリングが取り外れるようなこともなくなるが、締め付けリングが細幅の場合に、これを装着することでパイプの外周面にライン状に応力が集中することに変わりはない。軸方向に十分な長さのある締め付けリングを用いれば応力の集中は避けられるが、締め付けリングの厚さによっては、パイプの端部開口の拡径が困難となり、継手への接続操作に支障を来す。 As a means for solving the above-mentioned problems, instead of the hose band, a tightening ring made of synthetic resin is attached to the outer peripheral surface of the pipe in advance, and in that state, the diameter of the end opening of the pipe is expanded to connect the joint. It is conceivable to fit it in. By doing so, there is no variation in tightening by the construction worker, and the tightening ring does not come off. However, when the tightening ring is narrow, by attaching it, a line shape is formed on the outer peripheral surface of the pipe. The stress is still concentrated in. Stress concentration can be avoided by using a tightening ring with a sufficient length in the axial direction, but depending on the thickness of the tightening ring, it becomes difficult to increase the diameter of the pipe end opening, which hinders the connection operation to the joint. Come.

そこで、本発明は、継手の接続口に接続するパイプの外周面に締め付けリングを装着する接続態様を採用するが、この締め付けリングの長さ、及びパイプと締め付けリングの肉厚の割合を適正にすることで、継手の接続口にパイプの端部を円滑な接続操作によって確実且つ強固に結合して接続されるようにした。 Therefore, the present invention employs a connection mode in which a tightening ring is attached to the outer peripheral surface of the pipe connected to the connection port of the joint, and the length of the tightening ring and the ratio of the wall thickness of the pipe and the tightening ring are appropriately adjusted. By doing so, the end of the pipe is securely and firmly connected to the connection port of the joint by a smooth connection operation.

すなわち、本発明は、管継手とパイプの接続構造において、
前記パイプは、その内周面が前記管継手から突出した接続口の外周面に圧篏して接続され、且つその外周面であって当該パイプに挿入された前記管継手の接続口の根元部から先端部に亘る部分の領域に締め付けリングが圧篏されて前記接続口に固定されているとともに、
前記パイプの肉厚(Tp)と前記締め付けリングの肉厚(Tw)は以下の関係を有するものであることを特徴とする。
(1.2≦Tp/Tw≦9.0)
That is, the present invention relates to a pipe joint and a pipe connection structure.
The pipe is connected by pressing the inner peripheral surface to the outer peripheral surface of the connection port protruding from the pipe joint, and is the outer peripheral surface thereof and is the root portion of the connection port of the pipe joint inserted into the pipe. A tightening ring is pressed into the area extending from the tip to the tip and fixed to the connection port.
The wall thickness (Tp) of the pipe and the wall thickness (Tw) of the tightening ring have the following relationship.
(1.2 ≤ Tp / Tw ≤ 9.0)

これによれば、締め付けリングは、パイプの外周面の、パイプに挿入された管継手の接続口の根元部から先端部に至る領域に亘って圧篏装着しているので、パイプの内周面と前記接続口の密着強度を均等に保持した状態に、パイプを接続口に締め付けて固定することができる。
また、管継手にパイプを固定した状態で、パイプの肉厚(Tp)と締め付けリングの肉厚(Tw)の比が1.2以上(1.2≦Tp/Tw)であれば、締め付けリングが装着された状態のパイプを継手の接続口に接続する操作に支障はない。
一方、前記肉厚の比が9.0より大きいと(Tp/Tw≦9.0)、つまり、外装パイプの厚みがパイプの1/9以下であると、パイプへの十分な締め付け力が得られなくなる。
なお、ここでいう締め付けリングの肉厚(Tw)とは、当該締め付けリングが管継手の接続口の根元部から先端部に至る領域に亘って圧嵌装着されている領域のうち、根元部側に装着されている部分の肉厚のことをいう。
According to this, since the tightening ring is mounted on the outer peripheral surface of the pipe over the area from the root to the tip of the connection port of the pipe joint inserted into the pipe, the inner peripheral surface of the pipe is mounted. The pipe can be tightened and fixed to the connection port while maintaining the close contact strength of the connection port evenly.
If the ratio of the wall thickness (Tp) of the pipe to the wall thickness (Tw) of the tightening ring is 1.2 or more (1.2 ≤ Tp / Tw) with the pipe fixed to the pipe joint, the tightening ring There is no problem in the operation of connecting the pipe with the attached to the connection port of the joint.
On the other hand, when the wall thickness ratio is larger than 9.0 (Tp / Tw ≦ 9.0), that is, when the thickness of the outer pipe is 1/9 or less of the pipe, a sufficient tightening force to the pipe is obtained. I can't do it.
The wall thickness (Tw) of the tightening ring referred to here is the root portion side of the region where the tightening ring is press-fitted over the region from the root portion to the tip portion of the connection port of the pipe joint. It refers to the wall thickness of the part attached to.

前記接続構造は、接続口の外周面にその先端側から根本部側へ拡径した複数の傾斜段差部が形成された管継手にパイプを接続する態様に有効である。かかる管継手以外の形態の管継手とパイプの接続にも適用され得る。 The connection structure is effective in a mode in which a pipe is connected to a pipe joint in which a plurality of inclined stepped portions having an enlarged diameter from the tip end side to the root portion side are formed on the outer peripheral surface of the connection port. It can also be applied to the connection between the pipe and the pipe in a form other than the pipe joint.

本発明で好ましく使用される管継手は、パイプが接続する接続口が、その根元部側から先端部側に向けて外径が先窄まり状に形成された形態のものである。本発明は、このような管継手に、前記管継手の接続口の外径よりも端部開口の内径が小さなパイプを、当該端部開口を拡径しつつ、内部に管継手の接続口を圧入して接続する、管継手とパイプの接続構造に適用することができる。 The pipe joint preferably used in the present invention has a connection port to which the pipe is connected, in which the outer diameter is formed in a constricted shape from the root side to the tip side. In the present invention, a pipe having an inner diameter of an end opening smaller than the outer diameter of the connection port of the pipe joint is provided to such a pipe joint, and the connection port of the pipe joint is provided inside while expanding the diameter of the end opening. It can be applied to the connection structure of pipe joints and pipes that are press-fitted and connected.

前記接続構造において、パイプの外径(φpo)と締め付けリングの内径(φwi)は以下の関係を有するものであることを特徴とする。
(φpo≧φwi)
また、前記接続構造において、パイプの内径(φpi)は管継手の接続口の最大外径(φco)よりも小さく、前記パイプの端部開口の内径の拡径率3%以上に拡径されて、前記接続口にパイプが接続されていることを特徴とする。
拡径率が3%以上であれば、管継手の接続口に接続した後の自動戻り変形によって、十分な強度でパイプの内周面が接続口の外周面に圧接し、高いシール性を発揮することができる。
In the connection structure, the outer diameter of the pipe (φpo) and the inner diameter of the tightening ring (φwi) have the following relationship.
(Φpo ≧ φwi)
Further, in the connection structure, the inner diameter (φpi) of the pipe is smaller than the maximum outer diameter (φco) of the connection port of the pipe joint, and the diameter of the inner diameter of the end opening of the pipe is expanded to 3% or more. , A pipe is connected to the connection port.
If the diameter expansion rate is 3% or more, the inner peripheral surface of the pipe will be pressed against the outer peripheral surface of the connection port with sufficient strength due to the automatic return deformation after connecting to the connection port of the pipe joint, and high sealing performance will be exhibited. can do.

また、前記接続構造において、パイプと締め付けリングの成形材料は、その応力ひずみ曲線に基づく10%の伸長時の引張応力が10MPa以上であり、且つ破断時の伸び(ひずみ)が300%以上の物性のものであることが好ましい。
すなわち、図6はパイプと締め付けリングの応力ひずみ曲線(SSC)を示しており、同図中の点Aは、およそ10%伸び時の引張応力を示す点である。
つまり、点Aは、パイプ又は締め付けリングの拡径率がおよそ10%の場合にかかる引張応力の値ということができ、この値が大きいほど継手の締め付け力が高くなる。
かかる観点から、応力ひずみ曲線に基づく10%の伸長時の引張応力の値は、10MPa以上であることが好ましく、15MPa以上であることがより好ましく、20MPa以上であることがさらに好ましい。
同図中の点Bは、パイプ又は締め付けリングの破断時の伸びを示す点である。
パイプ又は締め付けリングを好適に拡径し、また、継手挿入後に好適に収縮させる観点から、破断時の伸びは300%以上であることが好ましく、350%以上であることがより好ましく、400%以上であることがさらに好ましい。
Further, in the connection structure, the molding material of the pipe and the tightening ring has physical properties such that the tensile stress at 10% elongation based on the stress-strain curve is 10 MPa or more and the elongation (strain) at break is 300% or more. Is preferable.
That is, FIG. 6 shows the stress-strain curve (SSC) of the pipe and the tightening ring, and the point A in the figure shows the tensile stress at the time of stretching by about 10%.
That is, the point A can be said to be the value of the tensile stress applied when the diameter expansion ratio of the pipe or the tightening ring is about 10%, and the larger this value, the higher the tightening force of the joint.
From this point of view, the value of tensile stress at 10% elongation based on the stress-strain curve is preferably 10 MPa or more, more preferably 15 MPa or more, and even more preferably 20 MPa or more.
Point B in the figure is a point showing the elongation at break of the pipe or the tightening ring.
From the viewpoint of preferably expanding the diameter of the pipe or tightening ring and preferably contracting it after inserting the joint, the elongation at break is preferably 300% or more, more preferably 350% or more, and 400% or more. Is more preferable.

前記管継手とパイプの接続構造は、パイプの肉厚に対して前述の肉厚比と長さの締め付けリングを用い、この締め付けリングの端部開口を拡径して前記パイプの外周面に圧篏装着する工程と、前記締め付けリングが外周面に装着された前記パイプの端部開口を拡径して前記管継手の接続口の外周面に圧篏装着する工程とを有する方法により施工が可能である。
この場合に、必要に応じ、締め付けリングが外周面に装着されたパイプの端部開口を加温して継手の接続口に接続することができる。
The connection structure between the pipe joint and the pipe uses a tightening ring having the above-mentioned wall thickness ratio and length with respect to the wall thickness of the pipe, and the diameter of the end opening of the tightening ring is enlarged to press the outer peripheral surface of the pipe. Construction is possible by a method having a step of mounting the pipe and a step of mounting the tightening ring on the outer peripheral surface of the connection port of the pipe joint by expanding the diameter of the end opening of the pipe mounted on the outer peripheral surface. Is.
In this case, if necessary, the tightening ring can heat the end opening of the pipe mounted on the outer peripheral surface and connect to the connection port of the joint.

本発明の一実施形態で用いるパイプと締め付けリングを、一部を破断して示した図である。It is a figure which shows the pipe and the tightening ring used in one Embodiment of this invention by breaking a part. 図1の締め付けリングの端部開口を拡径する工程の一例を示した図である。It is a figure which showed an example of the process of expanding the diameter of the end opening of the tightening ring of FIG. 図1のパイプの外周面に締め付けリングを圧篏装着した状態の断面図である。It is sectional drawing in the state which the tightening ring was attached to the outer peripheral surface of the pipe of FIG. 図3のパイプとこれが接続する管継手を示した図である。It is a figure which showed the pipe of FIG. 図4の管継手の接続口の外周面に同図のパイプを圧篏装着した状態の断面図である。It is sectional drawing of the state in which the pipe of FIG. 図1のパイプと締め付けリングの応力ひずみ曲線である。It is a stress-strain curve of a pipe and a tightening ring of FIG.

以下、本発明の管継手とパイプの接続構造の一実施形態を、図面を参照して説明する。なお、本発明はこの実施形態に限定されるものではない。 Hereinafter, an embodiment of the connection structure between the pipe joint and the pipe of the present invention will be described with reference to the drawings. The present invention is not limited to this embodiment.

図示した形態は、合成樹脂製のパイプを、管継手である合成樹脂製の継手に接続する態様であり、図中、符番1はパイプ、2は締め付けリング、3は管継手である。 The illustrated form is a mode in which a pipe made of synthetic resin is connected to a joint made of synthetic resin which is a pipe joint. In the figure, reference numeral 1 is a pipe, 2 is a tightening ring, and 3 is a pipe joint.

パイプ1と締め付けリング2は、ともに架橋ポリエチレン管であり、図6に示された応力ひずみ曲線で規定される物性を備えている。 Both the pipe 1 and the tightening ring 2 are cross-linked polyethylene pipes, and have the physical characteristics defined by the stress-strain curve shown in FIG.

パイプ1は、その内径(φpi)が管継手3の接続口31の最大外径(φco)よりも小さいものが用いられ、当該パイプ1の端部開口の内径を3%以上の拡径率で拡径して、前記接続口31に接続されるようになっている。 A pipe 1 having an inner diameter (φpi) smaller than the maximum outer diameter (φco) of the connection port 31 of the pipe joint 3 is used, and the inner diameter of the end opening of the pipe 1 is expanded by 3% or more. The diameter is increased so that it can be connected to the connection port 31.

また、締め付けリング2は、その内径(φwi)がパイプ1の外径(φpo)と同じかそれよりも小さいもの(φpo≧φwi)が用いられる。また、締め付けリング2は、その軸長方向の長さが、少なくとも管継手3の接続口31の根元部から先端部に至る長さを有するものが用いられる。 Further, as the tightening ring 2, one having an inner diameter (φwi) equal to or smaller than the outer diameter (φpo) of the pipe 1 (φpo ≧ φwi) is used. Further, the tightening ring 2 is used having a length in the axial length direction of at least a length extending from the root portion to the tip portion of the connection port 31 of the pipe joint 3.

管継手3へのパイプ1の接続は、先ず、パイプ1の外周面に締め付けリング2を装着し、次いで、締め付けリング2が装着されたパイプ1を管継手3の接続口31に接続する作業手順により行われる。 To connect the pipe 1 to the pipe joint 3, first, the tightening ring 2 is attached to the outer peripheral surface of the pipe 1, and then the pipe 1 to which the tightening ring 2 is attached is connected to the connection port 31 of the pipe joint 3. Is done by.

すなわち、先ず、図2に示されるように、締め付けリング2の一側の端部開口に、拡径工具4を押し込むなどして、締め付けリング2の端部開口の内径を拡大する。
締め付けリング2の長さ方向の半分程度の奥行まで内径を拡大したならば、拡径した端部開口側をパイプ1の一側の端部の外周面に被せて押し込み、図3に示されるように、パイプ1の外周面に締め付けリング2を圧篏装着する。締め付けリング2をパイプ1に圧篏装着する操作は、締め付けリング2の拡径した端部開口側をパイプ1の一側の端部の外周面に被せた状態で、締め付けリング2の他側の端部をゴムハンマーで叩いて押し込むことにより行うことができる。
また、その他の方法としては、締め付けリング2の長さ方向すべてを拡径工具により拡径し、その直後にパイプ1の外周面に被せて押し込み装着してもよい。
いずれの方法においても、拡径直後に締め付けリング2とパイプ1の間に隙間が生じる場合があるが、時間とともに締め付けリング2が収縮することでパイプ1が適度に締め付けられる。
That is, first, as shown in FIG. 2, the inner diameter of the end opening of the tightening ring 2 is expanded by pushing the diameter-expanding tool 4 into the end opening on one side of the tightening ring 2.
When the inner diameter is expanded to about half the depth in the length direction of the tightening ring 2, the expanded end opening side is put on the outer peripheral surface of the end portion on one side of the pipe 1 and pushed in, as shown in FIG. In addition, the tightening ring 2 is mounted on the outer peripheral surface of the pipe 1. The operation of mounting the tightening ring 2 on the pipe 1 with a rubber hammer is performed by covering the outer peripheral surface of the end portion on one side of the pipe 1 with the enlarged end opening side of the tightening ring 2 on the other side of the tightening ring 2. This can be done by hitting the end with a rubber hammer and pushing it in.
As another method, the diameter of the tightening ring 2 in all the length directions may be increased by a diameter-expanding tool, and immediately after that, the tightening ring 2 may be put on the outer peripheral surface of the pipe 1 and pushed in.
In either method, a gap may be formed between the tightening ring 2 and the pipe 1 immediately after the diameter is expanded, but the pipe 1 is appropriately tightened as the tightening ring 2 contracts over time.

次いで、図3に示された、締め付けリング2が外周面に装着されたパイプ1を拡径して、管継手3の接続口31の外周面に圧篏装着する。
継手が装着しづらい場合は、締め付けリング2が装着されたパイプ1の内径を拡径してもよく、その場合は前記拡径工具を用いることができる。例えば、パイプ1の内径を拡径する操作は、前記拡径工具を用いることができる。例えば、この拡径したパイプ1の端部開口に管継手3の接続口31を差し入れた状態で、管継手3の他端部をゴムハンマーで叩いて前記接続口31をパイプ1の内部に押し込んだり、スムーサーなどの押し込み工具を用いて管継手3をパイプ1側へ押し込んだりすることで、前記接続口31の外周面にパイプ1の端部を圧篏装着することができる。この際、必要に応じ、パイプ1の端部開口を加温することで、パイプ1内に管継手3の接続口31を押し込む操作をスムーズに行うことができる。
Next, the diameter of the pipe 1 on which the tightening ring 2 is mounted on the outer peripheral surface shown in FIG. 3 is expanded, and the pipe 1 is mounted on the outer peripheral surface of the connection port 31 of the pipe joint 3.
If it is difficult to attach the joint, the inner diameter of the pipe 1 to which the tightening ring 2 is attached may be increased, and in that case, the diameter-expanding tool can be used. For example, the diameter-expanding tool can be used for the operation of increasing the inner diameter of the pipe 1. For example, with the connection port 31 of the pipe joint 3 inserted into the end opening of the expanded pipe 1, the other end of the pipe joint 3 is hit with a rubber hammer to push the connection port 31 into the pipe 1. By pushing the pipe joint 3 toward the pipe 1 side using a pushing tool such as a smoother, the end portion of the pipe 1 can be mounted on the outer peripheral surface of the connection port 31. At this time, by heating the end opening of the pipe 1 as necessary, the operation of pushing the connection port 31 of the pipe joint 3 into the pipe 1 can be smoothly performed.

〔実施例1〕
外径φpoが24.2mm、内径φpiが16.2mmの架橋ポリエチレン製のパイプと、外径φwoが27.0mm、内径φwiが20.5mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを準備した。
前記パイプの端部外周に締め付けリングを嵌め、これを、接続口の先端部の外径が16.6mm、根元部の外径が18.2mmの合成樹脂製の管継手に接続した。なお、管継手の接続口の長さは26mmである。
[Example 1]
A pipe made of cross-linked polyethylene with an outer diameter of φpo of 24.2 mm and an inner diameter of φpi of 16.2 mm, and a pipe made of cross-linked polyethylene with an outer diameter of φwo of 27.0 mm and an inner diameter of φwi of 20.5 mm and an axial length of 30 mm. Prepared the tightening ring.
A tightening ring was fitted around the outer periphery of the end of the pipe, and this was connected to a pipe joint made of synthetic resin having an outer diameter of 16.6 mm at the tip of the connection port and an outer diameter of 18.2 mm at the root. The length of the connection port of the pipe joint is 26 mm.

管継手への接続は以下のようにして行った。
先ず、締め付けリングの端部開口を拡径工具を用いて拡径し、その後、締め付けリング内にパイプを挿入し、締め付けリングの全体がパイプの外周面に重なり合うまで、締め付けリングの他端部をゴムハンマーで叩いてパイプの外周面に押し込んだ。
次いで、締め付けリングが装着されたパイプの端部を拡径工具を用いて拡径してから、パイプの拡径した部分を80℃で30秒加熱し、加熱後すぐに管継手をゴムハンマーで叩いて、接続口をパイプに押し込んで固定した。
The connection to the pipe joint was made as follows.
First, the end opening of the tightening ring is widened using a diameter-expanding tool, then the pipe is inserted into the tightening ring, and the other end of the tightening ring is closed until the entire tightening ring overlaps the outer peripheral surface of the pipe. I hit it with a rubber hammer and pushed it into the outer peripheral surface of the pipe.
Next, after expanding the diameter of the end of the pipe to which the tightening ring is attached using a diameter expansion tool, the expanded portion of the pipe is heated at 80 ° C. for 30 seconds, and immediately after heating, the pipe joint is heated with a rubber hammer. I hit it and pushed the connection port into the pipe to fix it.

管継手の接続口に接続して固定された状態のパイプの肉厚(Tp)と、このパイプの外周面を締め付ける締め付けリングの肉厚(Tw)を測定し、その比(Tp/Tw)を求めた。結果を表1に示す。
また、パイプの入れやすさと締め付け力について評価した結果も併せて表1に示す。
Measure the wall thickness (Tp) of the pipe that is connected and fixed to the connection port of the pipe joint and the wall thickness (Tw) of the tightening ring that tightens the outer peripheral surface of this pipe, and measure the ratio (Tp / Tw). I asked. The results are shown in Table 1.
Table 1 also shows the results of evaluation of the ease of inserting the pipe and the tightening force.

〔実施例2〕
外径φwoが21.5mm、内径φwiが16.2mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを用いる以外、実施例1と同様にして、管継手へのパイプの接続と、肉厚(Tp,Tw)の測定及び評価を行った。
[Example 2]
Connection of a pipe to a pipe joint in the same manner as in Example 1 except that a cross-linked polyethylene tightening ring having an outer diameter of φwo of 21.5 mm and an inner diameter of φwi of 16.2 mm and an axial length of 30 mm is used. And the wall thickness (Tp, Tw) was measured and evaluated.

〔実施例3〕
外径φwoが14.6mm、内径φwiが9.8mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを用いる以外、実施例1と同様にして、管継手へのパイプの接続と、肉厚(Tp,Tw)の測定及び評価を行った。
[Example 3]
Connection of a pipe to a pipe joint in the same manner as in Example 1 except that a cross-linked polyethylene tightening ring having an outer diameter φwo of 14.6 mm and an inner diameter φwi of 9.8 mm and an axial length of 30 mm is used. And the wall thickness (Tp, Tw) was measured and evaluated.

〔実施例4〕
外径φwoが17.0mm、内径φwiが12.6mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを用いる以外、実施例1と同様にして、管継手へのパイプの接続と、肉厚(Tp,Tw)の測定及び評価を行った。
[Example 4]
Connection of a pipe to a pipe joint in the same manner as in Example 1 except that a cross-linked polyethylene tightening ring having an outer diameter φwo of 17.0 mm and an inner diameter φwi of 12.6 mm and an axial length of 30 mm is used. And the wall thickness (Tp, Tw) was measured and evaluated.

〔実施例5〕
外径φwoが13.0mm、内径φwiが9.8mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを用いる以外、実施例1と同様にして、管継手へのパイプの接続と、肉厚(Tp,Tw)の測定及び評価を行った。
[Example 5]
Connection of a pipe to a pipe joint in the same manner as in Example 1 except that a cross-linked polyethylene tightening ring having an outer diameter of φwo of 13.0 mm and an inner diameter of φwi of 9.8 mm and an axial length of 30 mm is used. And the wall thickness (Tp, Tw) was measured and evaluated.

〔比較例1〕
外径φpoが24.2mm、内径φpiが16.2mmの架橋ポリエチレン製のパイプを、締め付けリングを用いずに、実施例1の管継手に接続した。接続は実施例と同様に、端部開口を拡径し、拡径部を加熱して行った。
このときの、パイプの入れやすさと締め付け力について評価した。
[Comparative Example 1]
A cross-linked polyethylene pipe having an outer diameter of 24.2 mm and an inner diameter of φpi of 16.2 mm was connected to the pipe joint of Example 1 without using a tightening ring. The connection was made by expanding the diameter of the end opening and heating the enlarged diameter portion in the same manner as in the embodiment.
At this time, the ease of inserting the pipe and the tightening force were evaluated.

〔比較例2〕
外径φwoが13.0mm、内径φwiが11.0mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを用いる以外、実施例1と同様にして、管継手へのパイプの接続と、肉厚(Tp,Tw)の測定及び評価を行った。
[Comparative Example 2]
Connection of a pipe to a pipe joint in the same manner as in Example 1 except that a tightening ring made of cross-linked polyethylene having an outer diameter φwo of 13.0 mm and an inner diameter φwi of 11.0 mm and an axial length of 30 mm is used. And the wall thickness (Tp, Tw) was measured and evaluated.

〔比較例3〕
外径φwoが24.2mm、内径φwiが16.2mmであり、軸方向の長さが30mmの架橋ポリエチレン製の締め付けリングを用いる以外、実施例1と同様にして、管継手へのパイプの接続と、肉厚(Tp,Tw)の測定及び評価を行った。
[Comparative Example 3]
Connection of a pipe to a pipe joint in the same manner as in Example 1 except that a cross-linked polyethylene tightening ring having an outer diameter of φwo of 24.2 mm and an inner diameter of φwi of 16.2 mm and an axial length of 30 mm is used. And the wall thickness (Tp, Tw) was measured and evaluated.

なお、締め付け力とパイプの入れやすさについて以下の基準で評価した。
(締め付け力)
締め付けリングが装着されたパイプに水圧をかけ、継手が抜けずにパイプが破壊されたものを○、継手が抜けたものを×とした。
(パイプの入れやすさ)
締め付けリングが装着されたパイプを80℃で30秒加温した後、管継手をハンマーで叩いて嵌め込むときの嵌め込みやすさについて、問題なく根元まで嵌められるものを○、全く入らないものを×とした。
The tightening force and ease of inserting the pipe were evaluated according to the following criteria.
(Tightening force)
Water pressure was applied to the pipe to which the tightening ring was attached, and the pipe that was broken without the joint coming off was marked with ◯, and the pipe with the fitting removed was marked with x.
(Easy to insert pipe)
After heating the pipe with the tightening ring at 80 ° C for 30 seconds, the ease of fitting when hitting the pipe joint with a hammer is ○ for those that can be fitted to the root without problems, and × for those that do not fit at all. And said.

Figure 2021060057
Figure 2021060057

実施例1から5において、管継手に接続し固定された状態で、パイプの肉厚(Tp)と締め付けリングの肉厚(Tw)の比(Tp/Tw)は、(1.2≦Tp/Tw≦9.0)の範囲内であり、何れも十分な締め付け力でパイプが管継手に固定され、また、管継手の接続口へのパイプの入れやすさの点でも、接続口の根元までしっかりとパイプを嵌めることができた。
一方、締め付けリングを用いない比較例1では、パイプを管継手の接続口に嵌める操作に支障はないが、締め付け力が不足していた。
また、比較例2では、前記肉厚比(Tp/Tw)は10.0であり、締め付けリングを用いてもパイプとの肉厚比が大きすぎると、パイプの締め付け力が不足することが確認された。
比較例3では、管継手の接続口にパイプがはいらず、接続できなかった。そのため、パイプに水圧をかけて行う締め付け力の評価もできなかった。このとき(管継手に接続できなかった状態)のパイプ1と締め付けリング2の肉厚比(Tp/Tw)は1.1であり、肉厚比が小さすぎると管継手へのパイプの接続ができず、或いは接続操作がしにくくなることが確認された。
In Examples 1 to 5, the ratio (Tp / Tw) of the wall thickness (Tp) of the pipe to the wall thickness (Tw) of the tightening ring is (1.2 ≦ Tp /) in a state of being connected to and fixed to the pipe joint. Within the range of Tw ≤ 9.0), the pipe is fixed to the pipe joint with sufficient tightening force, and in terms of ease of inserting the pipe into the connection port of the pipe joint, to the base of the connection port. I was able to fit the pipe firmly.
On the other hand, in Comparative Example 1 in which the tightening ring is not used, there is no problem in fitting the pipe to the connection port of the pipe joint, but the tightening force is insufficient.
Further, in Comparative Example 2, the wall thickness ratio (Tp / Tw) is 10.0, and it is confirmed that the tightening force of the pipe is insufficient if the wall thickness ratio with the pipe is too large even if the tightening ring is used. Was done.
In Comparative Example 3, the pipe was not inserted in the connection port of the pipe joint and could not be connected. Therefore, it was not possible to evaluate the tightening force applied to the pipe by applying water pressure. At this time (the state where the pipe cannot be connected to the pipe joint), the wall thickness ratio (Tp / Tw) of the pipe 1 and the tightening ring 2 is 1.1, and if the wall thickness ratio is too small, the pipe is connected to the pipe joint. It was confirmed that it could not be done or that the connection operation became difficult.

なお、図示したパイプ1と締め付けリング2及び管継手3は本発明の一例の形態を示したものである。本発明は例示の形態に限定されず、他の適宜な形態で構成することが可能である。 The illustrated pipe 1, tightening ring 2, and pipe joint 3 show an example of the present invention. The present invention is not limited to the exemplary form, and can be configured in other appropriate forms.

1 パイプ、2 締め付けリング、3 管継手、31 接続口、4 拡径用工具
1 Pipe, 2 Tightening ring, 3 Pipe fitting, 31 Connection port, 4 Diameter expansion tool

Claims (7)

管継手とパイプの接続構造において、
前記パイプは、その内周面が前記管継手から突出した接続口の外周面に圧篏して接続され、且つその外周面であって当該パイプに挿入された前記管継手の接続口の根元部から先端部に亘る部分の領域に締め付けリングが圧篏されて前記接続口に固定されているとともに、
前記パイプの肉厚(Tp)と前記締め付けリングの肉厚(Tw)は以下の関係を有するものであることを特徴とする管継手とパイプの接続構造。
(1.2≦Tp/Tw≦9.0)
In the connection structure of pipe fittings and pipes
The pipe is connected by pressing the inner peripheral surface to the outer peripheral surface of the connection port protruding from the pipe joint, and is the outer peripheral surface thereof and is the root portion of the connection port of the pipe joint inserted into the pipe. A tightening ring is pressed into the area extending from the tip to the tip and fixed to the connection port.
A connection structure between a pipe joint and a pipe, wherein the wall thickness (Tp) of the pipe and the wall thickness (Tw) of the tightening ring have the following relationship.
(1.2 ≤ Tp / Tw ≤ 9.0)
管継手は、接続口の外周面にその先端側から根本部側へ拡径した複数の傾斜段差部が形成されてなることを特徴とする請求項1に記載の管継手とパイプの接続構造。 The connection structure between a pipe joint and a pipe according to claim 1, wherein the pipe joint is formed with a plurality of inclined stepped portions whose diameters are expanded from the tip end side to the root portion side on the outer peripheral surface of the connection port. パイプの外径(φpo)と締め付けリングの内径(φwi)は以下の関係を有するものであることを特徴とする請求項1又は2に記載の管継手とパイプの接続構造。
(φpo≧φwi)
The connection structure between a pipe joint and a pipe according to claim 1 or 2, wherein the outer diameter (φpo) of the pipe and the inner diameter (φwi) of the tightening ring have the following relationship.
(Φpo ≧ φwi)
パイプの内径(φpi)は管継手の接続口の最大外径(φco)よりも小さく、前記パイプの端部開口の内径の拡径率3%以上に拡径されて、前記接続口にパイプが接続されていることを特徴とする請求項1から3の何れかに記載の管継手とパイプの接続構造。 The inner diameter (φpi) of the pipe is smaller than the maximum outer diameter (φco) of the connection port of the pipe joint, and the diameter of the inner diameter of the end opening of the pipe is expanded to 3% or more, and the pipe is inserted into the connection port. The connection structure between a pipe joint and a pipe according to any one of claims 1 to 3, wherein the pipe joint and the pipe are connected. パイプと締め付けリングの成形材料は、その応力ひずみ曲線に基づく10%の伸長時の引張応力が10MPa以上であり、且つ破断時の伸び(ひずみ)が300%以上の物性のものである請求項1から4の何れかに記載の管継手とパイプの接続構造。 Claim 1 that the molding material for a pipe and a tightening ring has a physical property such that the tensile stress at 10% elongation based on the stress-strain curve is 10 MPa or more and the elongation (strain) at fracture is 300% or more. The connection structure of the pipe joint and the pipe according to any one of 4 to 4. 管継手と架橋ポリエチレン製のパイプの接続方法において、
肉厚(Tp)のパイプに対して以下の関係を有する肉厚(Tw)の架橋ポリエチレン製の管状締め付けリングであってその軸長方向の長さが少なくとも前記管継手の接続口の根元部から先端部に亘る長さを有する締め付けリングの端部開口を拡径して前記パイプの外周面に圧篏装着する工程と、
前記締め付けリングが外周面に装着された前記パイプの端部開口を拡径して前記管継手の接続口の外周面に圧篏装着する工程と、
を有する管継手とパイプの接続方法。
(1.2≦Tp/Tw≦9.0)
In the method of connecting pipe fittings and cross-linked polyethylene pipes,
A tubular tightening ring made of cross-linked polyethylene with a wall thickness (Tw) having the following relationship with a pipe with a wall thickness (Tp), and the length in the axial length direction is at least from the root of the connection port of the pipe joint. The process of expanding the diameter of the end opening of the tightening ring having a length extending to the tip and mounting it on the outer peripheral surface of the pipe with a cross-linked polyethylene.
A step of expanding the diameter of the end opening of the pipe to which the tightening ring is mounted on the outer peripheral surface and mounting the tightening ring on the outer peripheral surface of the connection port of the pipe joint.
How to connect pipe fittings and pipes.
(1.2 ≤ Tp / Tw ≤ 9.0)
締め付けリングが外周面に装着されたパイプの端部開口を加温して継手の接続口に接続する請求項6に記載の管継手とパイプの接続方法。 The method for connecting a pipe joint and a pipe according to claim 6, wherein the tightening ring heats the end opening of the pipe mounted on the outer peripheral surface and connects to the connection port of the joint.
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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57139788U (en) * 1981-02-26 1982-09-01
JPS57190985U (en) * 1981-05-29 1982-12-03
JPH06159574A (en) * 1992-11-17 1994-06-07 Toho Kasei Kk Pipe joint
JPH1130378A (en) * 1997-07-11 1999-02-02 Mitsubishi Kagaku Sanshi Corp Connecting member of plastic pipe
JP2000002384A (en) * 1998-06-15 2000-01-07 Mirai Ind Co Ltd Connector for connecting synthetic resin pipe
JP2004218754A (en) * 2003-01-15 2004-08-05 Toho Kasei Kk Resinous pipe joint and its jointing method
JP2004360922A (en) * 2004-09-17 2004-12-24 Toho Kasei Kk Resin-made pipe joint
JP2006226384A (en) * 2005-02-16 2006-08-31 Tokai Rubber Ind Ltd Rubber hose connection construction
JP2015094386A (en) * 2013-11-08 2015-05-18 アラム株式会社 Joint

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57139788U (en) * 1981-02-26 1982-09-01
JPS57190985U (en) * 1981-05-29 1982-12-03
JPH06159574A (en) * 1992-11-17 1994-06-07 Toho Kasei Kk Pipe joint
JPH1130378A (en) * 1997-07-11 1999-02-02 Mitsubishi Kagaku Sanshi Corp Connecting member of plastic pipe
JP2000002384A (en) * 1998-06-15 2000-01-07 Mirai Ind Co Ltd Connector for connecting synthetic resin pipe
JP2004218754A (en) * 2003-01-15 2004-08-05 Toho Kasei Kk Resinous pipe joint and its jointing method
JP2004360922A (en) * 2004-09-17 2004-12-24 Toho Kasei Kk Resin-made pipe joint
JP2006226384A (en) * 2005-02-16 2006-08-31 Tokai Rubber Ind Ltd Rubber hose connection construction
JP2015094386A (en) * 2013-11-08 2015-05-18 アラム株式会社 Joint

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