JP2004293696A - Joint structure for pipe - Google Patents

Joint structure for pipe Download PDF

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Publication number
JP2004293696A
JP2004293696A JP2003088209A JP2003088209A JP2004293696A JP 2004293696 A JP2004293696 A JP 2004293696A JP 2003088209 A JP2003088209 A JP 2003088209A JP 2003088209 A JP2003088209 A JP 2003088209A JP 2004293696 A JP2004293696 A JP 2004293696A
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JP
Japan
Prior art keywords
pipe
sleeve
pipes
joint structure
elastic joint
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JP2003088209A
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Japanese (ja)
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JP4332362B2 (en
Inventor
Shigeo Suetomi
重夫 末富
Tadashi Nakao
忠 中尾
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.)
AZUMA RUBBER KOGYO KK
Teihyu Corp
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AZUMA RUBBER KOGYO KK
Teihyu Corp
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Priority to JP2003088209A priority Critical patent/JP4332362B2/en
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  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Joints Allowing Movement (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint structure in which bending performance of a joint can be held either in being buried in the ground or in being covered by lining concrete. <P>SOLUTION: This joint structure is for connecting the pipes to each other while holding flexibility. It is opened at both ends, and a pipe connection part 1 to match outer diameter of the pipe to be connected is provided at one end, while a sleeve connection part 2 of larger diameter than outer diameter of the pipe connection part 1 is provided at the other. Elastic joint main bodies A1 and A2 each comprising the pipe connection part 1 and the sleeve connection part 2 connected by a flexible deformation part 3 are disposed to put the sleeve connection parts to face each other. The sleeve connection parts 2 are fixed to a sleeve A3 that is harder than the elastic joint main body by a band. The pipes P1 and P2 are inserted to the pipe connection parts at the elastic joint main bodies. The pipes are closed between their inserted ends, and the pipe connection parts are fastened to the pipes by a fastening band 4. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、パイプ同士を連結する継手構造に関し、詳しくはパイプ同士を可撓性を持たせて接合連結する継手構造に関する。
【0002】
【従来の技術】
パイプ同士を連結する従来の継手構造は、図8に示すように両端にパイプ接続部16,16’を有し、その左右のパイプ接続部16,16’の中間部に大径膨出部17を備えたゴム筒の継手15を使用し、両端のパイプ接続部16,16’にパイプP1,P2を差し込み、そのパイプ接続部を締付バンド18で外側から締め付けて連結している。
そして、連結したパイプは、ゴム筒の中間部に設けた大径膨出部の伸縮変形で曲げ等の可撓性が発揮されるようになっている。
【0003】
又、内径が同一で管厚が異なるパイプ同士、例えばヒューム管と塩化ビニル管を連結する場合、コンクリート製或いは硬質合成樹脂製の枡を用いて連結している。
尚、上記した従来技術に関する先行技術文献情報の存在については不知である。
【0004】
【発明が解決しようとする課題】
しかしながら、上記したゴム筒の継手構造は、地中への埋設時、土圧等で中間の大径膨出部が潰されて変形し、十分な曲げ性能を確保することが困難となる問題点を有する。
勿論、上記した継手部の周囲(360°)をコンクリートで巻き立てた場合は、該ゴム筒の大径膨出部がコンクリートで圧縮され、可撓性継手の機能が完全に阻害される。
【0005】
又、外径が異なるパイプを連結する枡連結にあっては、当然のことではあるが可撓性はなく、剛構造の連結になる。
【0006】
本発明は、上記した従来の技術が有する問題点に鑑みてなされたもので、その目的とするところは、地中に埋設したり、コンクリート巻き立てしても、継手の曲げ性能が保持される継手構造を提供することにある。
【0007】
【課題を解決するための手段】
上記目的を達成する為に本発明が講じた技術的手段は、パイプ同士を可撓性を保持して連結する継手構造であって、両端を開放し、その一方に接続するパイプの外径に適合するパイプ接続部を、他方に該パイプ接続部の外径より大径のスリーブ接続部を備え、パイプ接続部とスリーブ接続部を可撓変形部で連結した弾性継手本体を2個、スリーブ接続部同士を向かい合わせて配置し、その両スリーブ接続部を、弾性継手本体より剛性を有するスリーブにバンドで固定し、両方の弾性継手本体におけるパイプ接続部にパイプを挿入すると共に、両パイプの挿入端相互間は閉鎖し、且つパイプ接続部を前記パイプに締付バンドで締着した構成を特徴とする(請求項1)。
上記弾性継手本体は、耐候性、耐薬品性に優れた合成ゴムで形成する。
又、スリーブは前記弾性継手本体より剛性を有する素材で形成するが、その材料としては、例えば鋼製スリーブが好適である。
【0008】
上記の手段によれば、パイプを取り付けた左右の弾性継手本体が、該弾性継手本体より剛性を有するスリーブに連結されているため、弾性継手本体のスリーブ接続部の外形は前記スリーブで保護される。従って、弾性継手本体のスリーブ接続部が、埋設時の土圧、或いはコンクリート巻き立てで潰れ変形するのを防止し、十分な曲げ性能を確保できる。
【0009】
上記継手構造において、弾性継手本体を連結するスリーブの取付位置は、左右のスリーブ接続部の外側、内側の何れでもよい。
即ち、弾性継手本体を連結するスリーブを、左右のスリーブ接続部の外側に亘って嵌合配置し、内側よりスリーブ接続部をスリーブ側に圧着固定する(請求項2)。
又、弾性継手本体を連結するスリーブを、左右のスリーブ接続部の内側に亘って嵌合配置し、外側よりスリーブ接続部をスリーブ側に圧着固定する(請求項3)。
【0010】
また、左右の弾性継手本体に接続するパイプの挿入端間は閉鎖して、該パイプ内を流れる流体が大径膨出部のスリーブ接続部内に入り込まないようにするが、その閉鎖構造として、左右のパイプの挿入端面間に、ゴム状部材を挾着して閉鎖する方法(請求項4)、或いは左右のパイプの挿入端面間の隙間をテープで閉鎖し、且つパイプ外面と弾性継手本体におけるスリーブ接続部の内周面で区画される空間部に、外力によって圧縮変形する発泡体を充填する方法(請求項5)、等が挙げられる。
上記請求項4記載の手段によれば、流体の入り込みを防止して曲げ性能を維持できると共に、パイプの突っ込みを吸収して、パイプの損傷を防止できる。
請求項5の手段によれば、大径膨出部の空間が発泡体で埋められるため、流体と一緒に流れる固形物(例えば、汚物等)が入る余地はなくなり、曲げ性能が確保される。
【0011】
更に、上記左右の弾性継手本体を連結するスリーブはストレートタイプに限定されず、例えば、外径が変化する段付きの筒体又はラッパ状の筒体とすることで、内径が同一で、外径が異なるパイプ同士を、可撓性を有して連結することができる(請求項6)。
又、左右の弾性継手本体を連結するスリーブをベンド筒とすることで、パイプ同士を、可撓性を有して角度を付けて連結することができる(請求項7)。
【0012】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。
図1は、本発明に係る継手構造の施工例(内止めタイプ)を示す説明図で、マンホールM相互間を接続するパイプP1,P2が継手構造Aで、可撓性を保持して連結されている。
【0013】
上記継手構造Aは、図2に示すように、連結するパイプP1,P2の連結部側に締着固定する弾性継手本体A1,A2と、その両弾性継手本体A1,A2に亘って定着するスリーブA3、及び連結する両パイプP1,P2の挿入端面間の隙間を閉鎖するゴム状部材A4とで構成されている。
【0014】
弾性継手本体A1,A2は、耐候性、耐久性に優れた合成ゴム(例えば、EPDM:エチレン‐プロピレン三量体)を用いて両端が開放した筒状に形成され、その筒状の一方端は前記パイプP1,P2の外径に適合するパイプ接続部1が、他方端には前記パイプ接続部1の内径より大径のスリーブ接続部2が、更に前記パイプ接続部1とスリーブ接続部2とが可撓変形部3で連結されて構成されている。
【0015】
そして、弾性継手本体A1,A2におけるパイプ接続部1の外周面には、該パイプ接続部1に挿入したパイプP1,P2に対してパイプ接続部1を締着固定する締付バンド4の取付凹部5が凹設され、締付バンド4をずれることなく確実に締め付け固定できるように構成してある。締付バンド4は、錆などがつきにくいステンレス製バンドを使用するとよい。又、パイプ接続部1におけるパイプP1,P2と接触する内面には、該パイプとの密着一体化を強固ならしめる凹凸条(襞)を形成してもよい。
【0016】
スリーブ接続部2は、前記パイプ接続部1の側部に一体に連接した断面略く字形の漸次拡径する可撓変形部3の最大径部に直円筒状に連接形成され、そのスリーブ接続部2の内周面には該スリーブ接続部2を外側に配置するスリーブA3に対して圧着固定する拡張バンド6の取付凹部7が凹設されている。これにより、スリーブ接続部2をスリーブA3に確実に圧着固定できるようになっている。
又、スリーブ接続部2の外周面には、突条8が複数条突出形成されており、スリーブ接続部2を内側から拡張バンド6でスリーブA3側に圧着した時、前記突条8が潰されて密着固定が効果的に行われるようになっている。
上記可撓変形部3は、曲げ作用がスムーズに行われるようにする為に、屈曲部を設けるとより好適である。
【0017】
スリーブA3は、前記した弾性継手本体A1,A2より剛性を有する材料、例えば鋼管で形成し、且つそのスリーブA3の全長は、前記した弾性継手本体A1と弾性継手本体A2を、スリーブ接続部2の端部を突合せて接合した時の両スリーブ接続部の範囲をカバーする長さとし、それによりスリーブ接続部2が外圧で変形するのを保護し、その結果、可撓変形部3の曲げ性能が保持される。
【0018】
又、接続するパイプP1,P2の挿入端面間に挟入するリング状ゴム部材A4は、弾性継手本体A1,A2に接続したパイプP1,P2の挿入端面間の隙間を閉鎖して、パイプ外面とスリーブ接続部とで区画される空間部に、パイプ内を流体と一緒に流れる固形物(下水道であれば汚物等)が入り込むのを防止する。
また、上記リング状ゴム部材A4は、前記した機能の他に、挿入したパイプP1,P2の端面同士が直接当り、損傷するのを防止する緩衝材として機能する。
尚、このリング状ゴム部材A4としては、ゴム板に限定されず、スポンジ材でもよいものである。
又、上記のリング状ゴム部材A4は、図3に示すように弾性継手本体A1,A2に同一体に形成してもよい。即ち、スリーブ接続部2の側端内側に、接続するパイプP1,P2の端面に接触する環状のフランジ9を連接形成してもよい。
【0019】
図4は、弾性継手本体A1,A2を連結するスリーブA3をスリーブ接続部2の内側に配置し、スリーブ接続部2を外側からスリーブA3側に圧着固定するようにしたもの(外止めタイプ)で、この場合はスリーブ接続部2をスリーブA3に対して締着固定する締付バンド10の取付凹部11は該スリーブ接続部2の外周面に形成する。
又、図4の場合において、スリーブA3の外周面に嵌合接続する弾性継手本体A1,A2は、スリーブ接続部2の端面同士を突き合せて接続することなく、スリーブ接続部2の端面間を離して固定してもよい。
【0020】
図5は弾性継手本体A1,A2に接続したパイプP1,P2の端面間の隙間を閉鎖する他の形態を示す図で、所定の隙間を開けて配置したパイプP1,P2の外周面に可撓性のフィルム12を巻いて前記隙間を閉鎖し、次にパイプP1,P2の外周面とスリーブ接続部2で区画された空間部14に発泡体13を注入充填する。即ち、空間部14を発泡体13で埋めることで、該空間部14に固形物等が入らないようにし、且つ外力が作用した時には空間部14を埋める発泡体13が圧縮されて弾性継手本体A1,A2の曲げ動作が行われるようにしてある。尚、フィルム12は空間部14に注入充填した発泡体13が、パイプP1,P2の端面間の隙間を介してパイプ内に流れ出ないようにするもので、従って、該フィルム12はパイプの内周面に亘って貼ってもよい。又、フィルムに限らず、パイプ端面間の隙間を目張りできるものであればよい。尚、弾性継手本体A1,A2の可撓変形部3とスリーブA3とで区画される空間部14’にも発泡体13’を充填してもよい。
【0021】
上記した実施の形態は何れも同一の外径、内径のパイプの接続について行ったが、本発明の継手構造は内径が同一(L1=L2)で外径が異なる(L3>L4)パイプ(管厚の異なるパイプ)の接続にも使用することができる。以下、その実施の形態を図6に基づいて説明する。
弾性継手本体はA1’.A2’は、管厚の異なるパイプ、例えば、ヒューム管P1’と塩化ビニル管P2’の各外径に適合する内径のパイプ接続部1’を有し、スリーブ接続部2’は同径でも、異径でもよく、同径の場合は前記した実施例と同様、ストレートのスリーブA3を使用し(図6(a)参照)、異径の場合は段付のスリーブA3’を使用し(図6(b)参照)、外止め或いは内止め何れかにより弾性継手本体A1’,A2’を連結する。尚、異径の場合、スリーブA3’はラッパ状としてもよい。
【0022】
又、本発明の継手構造はパイプを直線状に接続する形態に限らず、パイプを所定の曲率で接続する場合にも利用することができるものである。
その実施の形態を図7に基づいて説明すると、前記した直線状の接続と異なる点は、左右の弾性継手本体A1,A2を連結するスリーブA3がストレートではなく、所定の曲率を有したベンド筒のスリーブA3”を使用し、且つ左右のパイプP1,P2の端面は斜めにカット(約120度のエルボの場合は、端面を30度にカット)し、その端面間にリング状ゴム部材A4を装着して前記したと同様に閉鎖する。その他の構成は、前示実施例と同様に構成する。
【0023】
上記の如く構成したパイプの継手構造は、左右のパイプ連結した弾性継手本体のスリーブ接続部が、該弾性継手本体より剛性を有するスリーブを外側、又は内側に配置して連結されることで、弾性継手本体のスリーブ接続部はスリーブで保護される。それにより、地中に埋設したり、或いはコンクリート巻立てしても前記スリーブ接続部は変形せず、初期の外径を保持し、パイプ接続部とスリーブ接続部の間に設けた可撓変形部の機能を確保できる。
従って、パイプの曲げ性能を十分に確保することが出来る。
又、可撓変形部の曲げ性能を出す為に、接続するパイプの挿入端面間には曲がりを可能にする隙間を設ける必要があるが、その隙間が開放されたままであると、その隙間よりスリーブ接続部とパイプ外周面との空間部内に、流体に混じる固形物が入り込み、前記の曲げ作用を阻害することになる。しかし、パイプの挿入端面間にゴム状部材を介在したり、或いは前記空間部に発泡体を注入充填することで、空間部に固形物が入るのを防止できる。よって、長期に亘って安定した可撓継手を維持することが出来る。
【0024】
【発明の効果】
本発明の継手構造は請求項1〜3記載の構成により、十分な曲げ性能を確保できる継手構造を提供できる。よって、地中への埋設、コンクリート巻立てにも耐え得る可撓継手を提供できる。
又、請求項4,5記載の構成により、パイプ内を流れる流体内の固形物が前記継手構造におけるスリーブ接続部内に入るのを防止し、それにより安定した曲げ性能を確保することが出来ると共に、パイプ端面が突き当たって損傷するのを防止できる。
更に、請求項6記載の構成により、内径が同一で外径が異なるパイプの接続を、上記したと同様、曲げ性能を確保して接続することが出来る。
また、請求項7記載の構成により、パイプの接続を直線状に限らず、所定の曲率で、曲げ性能を確保して曲げ接続することができる。
【図面の簡単な説明】
【図1】本発明に係る継手構造の施工例を示す説明図である。
【図2】継手構造を示す拡大断面図である。
【図3】接続するパイプの挿入端面間に介在するゴム状部材の変形例を示す部分断面図である。
【図4】スリーブを弾性継手本体の内側に挿入配置した外止めタイプを示す部分断面図である。
【図5】スリーブ接続部内に発泡体を注入充填して空間部を埋めた部分断面図である。
【図6】異径パイプを接続する継手構造で、(a)はストレートのスリーブを使用する形態、(b)は段付きのスリーブを使用する形態を示す断面図である。
【図7】スリーブにベンド筒を使用した曲げ継手構造を示す外観図である。
【図8】従来の継手構造を示す断面図である。
【符号の説明】
A…継手構造 A1,A2…弾性継手本体
A3,A3’…スリーブ A4…リング状ゴム部材
P1、P2…パイプ 1…パイプ接続部
2…スリーブ接続部 3…可撓変形部
4…締付バンド 6…バンド
12…フィルム 13…発泡体
14…空間部
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a joint structure for connecting pipes, and more particularly, to a joint structure for connecting and connecting pipes with flexibility.
[0002]
[Prior art]
A conventional joint structure for connecting pipes has pipe connecting portions 16 and 16 'at both ends as shown in FIG. 8, and a large-diameter bulging portion 17 is provided at an intermediate portion between the left and right pipe connecting portions 16 and 16'. The pipes P1 and P2 are inserted into the pipe connection sections 16 and 16 'at both ends, and the pipe connection sections are tightened from outside using a tightening band 18 and connected.
The connected pipes exhibit flexibility such as bending due to expansion and contraction of a large-diameter bulging portion provided in an intermediate portion of the rubber cylinder.
[0003]
When connecting pipes having the same inner diameter and different pipe thicknesses, for example, a fume pipe and a vinyl chloride pipe, the pipes are connected using a concrete or hard synthetic resin box.
It is not known about the existence of the above-mentioned prior art document information on the prior art.
[0004]
[Problems to be solved by the invention]
However, the above-described joint structure of the rubber cylinder has a problem that, when buried in the ground, an intermediate large-diameter bulged portion is crushed and deformed by earth pressure or the like, and it is difficult to secure sufficient bending performance. Having.
Of course, when the periphery (360 °) of the above-mentioned joint is rolled up with concrete, the large-diameter bulged portion of the rubber cylinder is compressed with concrete, and the function of the flexible joint is completely impaired.
[0005]
In addition, as a matter of course, the tub connection for connecting pipes having different outer diameters is not flexible and has a rigid structure.
[0006]
The present invention has been made in view of the above-mentioned problems of the related art, and the object thereof is to maintain the bending performance of the joint even when buried in the ground or rolled up with concrete. It is to provide a joint structure.
[0007]
[Means for Solving the Problems]
The technical means taken by the present invention to achieve the above object is a joint structure for connecting pipes while maintaining flexibility, with both ends opened, and the outer diameter of the pipe connected to one of them is reduced. Two elastic joint bodies each having a matching pipe connection portion and a sleeve connection portion having a diameter larger than the outer diameter of the pipe connection portion on the other side, and connecting the pipe connection portion and the sleeve connection portion by a flexible deformation portion. The parts are arranged facing each other, the two sleeve connecting parts are fixed to a sleeve having rigidity from the elastic joint body with a band, and the pipes are inserted into the pipe connecting parts of both elastic joint bodies, and both the pipes are inserted. The structure is characterized in that the ends are closed and a pipe connection portion is fastened to the pipe by a fastening band.
The elastic joint body is formed of a synthetic rubber having excellent weather resistance and chemical resistance.
The sleeve is made of a material having a higher rigidity than that of the elastic joint main body. As the material, for example, a steel sleeve is preferable.
[0008]
According to the above-mentioned means, since the left and right elastic joint bodies to which the pipes are attached are connected to the sleeve having rigidity than the elastic joint body, the outer shape of the sleeve connecting portion of the elastic joint body is protected by the sleeve. . Therefore, it is possible to prevent the sleeve connection portion of the elastic joint body from being crushed and deformed by earth pressure at the time of embedding or by rolling up the concrete, thereby ensuring sufficient bending performance.
[0009]
In the above-mentioned joint structure, the attachment position of the sleeve for connecting the elastic joint body may be either outside or inside the left and right sleeve connection portions.
That is, the sleeves for connecting the elastic joint bodies are fitted and arranged over the outer sides of the left and right sleeve connection portions, and the sleeve connection portions are press-fitted and fixed to the sleeve side from inside (claim 2).
Further, a sleeve for connecting the elastic joint body is fitted and arranged over the inside of the left and right sleeve connection portions, and the sleeve connection portion is press-fixed to the sleeve side from the outside (claim 3).
[0010]
Further, the space between the insertion ends of the pipes connected to the left and right elastic joint bodies is closed so that the fluid flowing through the pipe does not enter the sleeve connection portion of the large-diameter bulging portion. (4) A method of closing a rubber-like member by inserting it between the insertion end faces of the pipes (Claim 4), or closing the gap between the insertion end faces of the left and right pipes with tape, and using a sleeve on the outer surface of the pipe and the elastic joint body. A method of filling a space sectioned by the inner peripheral surface of the connection portion with a foam that is compressed and deformed by an external force (Claim 5).
According to the means of the fourth aspect, it is possible to prevent the intrusion of the fluid and maintain the bending performance, and also to prevent the pipe from being damaged by absorbing the plunging of the pipe.
According to the means of claim 5, since the space of the large-diameter bulging portion is filled with the foam, there is no room for a solid (for example, filth) flowing together with the fluid, and the bending performance is secured.
[0011]
Furthermore, the sleeve that connects the left and right elastic joint bodies is not limited to a straight type.For example, by using a stepped cylinder or a trumpet-shaped cylinder whose outer diameter changes, the inner diameter is the same and the outer diameter is Different pipes can be connected with flexibility (claim 6).
Further, by using a bend cylinder as the sleeve connecting the left and right elastic joint bodies, the pipes can be connected at an angle with flexibility.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is an explanatory view showing a construction example (inner stop type) of a joint structure according to the present invention. Pipes P1 and P2 connecting between manholes M are joint structures A, which are connected while maintaining flexibility. ing.
[0013]
As shown in FIG. 2, the joint structure A includes elastic joint bodies A1 and A2 that are fastened and fixed to the connecting portions of the connecting pipes P1 and P2, and a sleeve that is fixed over the elastic joint bodies A1 and A2. A3 and a rubber-like member A4 that closes a gap between the insertion end faces of the connected pipes P1 and P2.
[0014]
The elastic joint bodies A1 and A2 are formed in a cylindrical shape having both ends open using synthetic rubber (eg, EPDM: ethylene-propylene trimer) having excellent weather resistance and durability. A pipe connecting portion 1 adapted to the outer diameter of the pipes P1 and P2, a sleeve connecting portion 2 having a diameter larger than the inner diameter of the pipe connecting portion 1 at the other end, and a pipe connecting portion 1 and a sleeve connecting portion 2 Are connected by a flexible deformation portion 3.
[0015]
At the outer peripheral surface of the pipe connection portion 1 in the elastic joint bodies A1 and A2, a mounting recess of a tightening band 4 for fastening the pipe connection portion 1 to the pipes P1 and P2 inserted into the pipe connection portion 1. 5 is provided so that the fastening band 4 can be securely fastened and fixed without shifting. As the tightening band 4, a stainless steel band that is not easily rusted is preferably used. In addition, on the inner surface of the pipe connecting portion 1 that comes into contact with the pipes P1 and P2, an uneven ridge (fold) for strengthening tight integration with the pipe may be formed.
[0016]
The sleeve connecting portion 2 is formed in a straight cylindrical shape at a maximum diameter portion of a flexible deformable portion 3 having a substantially rectangular cross section and gradually increasing in diameter integrally connected to a side portion of the pipe connecting portion 1. On the inner peripheral surface of 2, an attachment recess 7 for an extension band 6 for press-fitting and fixing the sleeve connection portion 2 to a sleeve A3 disposed outside is provided. As a result, the sleeve connection portion 2 can be securely pressed and fixed to the sleeve A3.
Also, a plurality of protrusions 8 are formed on the outer peripheral surface of the sleeve connection portion 2. When the sleeve connection portion 2 is pressed against the sleeve A3 by the expansion band 6 from the inside, the protrusions 8 are crushed. Thus, the close fixation is effectively performed.
It is more preferable that the flexible deforming portion 3 is provided with a bent portion in order to smoothly perform the bending action.
[0017]
The sleeve A3 is formed of a material having a higher rigidity than the above-mentioned elastic joint bodies A1 and A2, for example, a steel pipe, and the entire length of the sleeve A3 is formed by connecting the elastic joint body A1 and the elastic joint body A2 to the sleeve connecting portion 2. The length should cover the range of both sleeve connections when the ends are butt-joined, thereby protecting the sleeve connection 2 from being deformed by external pressure. As a result, the bending performance of the flexible deformable portion 3 is maintained. Is done.
[0018]
The ring-shaped rubber member A4 inserted between the insertion end faces of the pipes P1 and P2 to be connected closes the gap between the insertion end faces of the pipes P1 and P2 connected to the elastic joint bodies A1 and A2, and is connected to the pipe outer surface. Prevents solid matter (dirt or the like in the case of sewage) flowing into the pipe together with the fluid from entering the space defined by the sleeve connection part.
The ring-shaped rubber member A4 functions as a cushioning material for preventing the end faces of the inserted pipes P1 and P2 from directly hitting each other and being damaged, in addition to the function described above.
Note that the ring-shaped rubber member A4 is not limited to a rubber plate, but may be a sponge material.
Further, the ring-shaped rubber member A4 may be formed integrally with the elastic joint main bodies A1 and A2 as shown in FIG. That is, an annular flange 9 that contacts the end faces of the pipes P1 and P2 to be connected may be continuously formed inside the side end of the sleeve connection portion 2.
[0019]
FIG. 4 shows an arrangement in which a sleeve A3 for connecting the elastic joint bodies A1 and A2 is arranged inside the sleeve connection portion 2 and the sleeve connection portion 2 is fixed by press-fitting from the outside to the sleeve A3 side (outside stop type). In this case, the mounting recess 11 of the tightening band 10 for fastening and fixing the sleeve connecting portion 2 to the sleeve A3 is formed on the outer peripheral surface of the sleeve connecting portion 2.
In addition, in the case of FIG. 4, the elastic joint bodies A1 and A2 that are fitted and connected to the outer peripheral surface of the sleeve A3 do not connect the end surfaces of the sleeve connection portions 2 but contact each other. It may be fixed apart.
[0020]
FIG. 5 is a view showing another embodiment in which the gap between the end faces of the pipes P1 and P2 connected to the elastic joint bodies A1 and A2 is closed, and the outer circumferential surfaces of the pipes P1 and P2 arranged with a predetermined gap are flexible. The gap is closed by winding a flexible film 12, and then a foam 13 is injected and filled into the space 14 defined by the outer peripheral surfaces of the pipes P 1 and P 2 and the sleeve connection 2. That is, the space portion 14 is filled with the foam 13 so that solid matter or the like does not enter the space portion 14, and when an external force is applied, the foam 13 filling the space portion 14 is compressed to form the elastic joint body A 1. , A2. The film 12 prevents the foam 13 injected and filled in the space portion 14 from flowing into the pipe through the gap between the end faces of the pipes P1 and P2. It may be applied over the surface. In addition, the material is not limited to a film, and any material can be used as long as the gap between the pipe end faces can be covered. The space 13 'defined by the flexible deformation portion 3 and the sleeve A3 of the elastic joint bodies A1 and A2 may be filled with the foam 13'.
[0021]
In the above-described embodiments, connection of pipes having the same outer diameter and inner diameter is performed. However, the joint structure of the present invention has the same inner diameter (L1 = L2) and different outer diameters (L3> L4). It can also be used to connect pipes of different thickness. Hereinafter, the embodiment will be described with reference to FIG.
The elastic joint body is A1 '. A2 'has a pipe connecting portion 1' having an inner diameter adapted to each outer diameter of pipes having different pipe thicknesses, for example, a fume tube P1 'and a vinyl chloride tube P2', and the sleeve connecting portion 2 'has the same diameter. Different diameters may be used. In the case of the same diameter, a straight sleeve A3 is used as in the above-described embodiment (see FIG. 6A), and in the case of different diameters, a stepped sleeve A3 'is used (FIG. 6). (See (b)), the elastic joint bodies A1 'and A2' are connected by either the outer stopper or the inner stopper. In the case of different diameters, the sleeve A3 'may have a trumpet shape.
[0022]
Further, the joint structure of the present invention is not limited to a form in which pipes are connected in a straight line, but can also be used when connecting pipes with a predetermined curvature.
This embodiment will be described with reference to FIG. 7. The difference from the above-mentioned linear connection is that the sleeve A3 connecting the left and right elastic joint bodies A1 and A2 is not straight but has a predetermined curvature. And the end faces of the left and right pipes P1 and P2 are cut obliquely (in the case of an elbow of about 120 degrees, the end faces are cut at 30 degrees), and a ring-shaped rubber member A4 is inserted between the end faces. It is mounted and closed in the same manner as described above, and the other configuration is the same as that of the previous embodiment.
[0023]
The joint structure of the pipe configured as described above is such that the sleeve connecting portions of the elastic joint bodies connected to the left and right pipes are connected by arranging a sleeve having rigidity outside the elastic joint body on the outside or inside, and thereby connecting the elastic joint bodies. The sleeve connection of the joint body is protected by the sleeve. Thereby, even when buried in the ground or laid on concrete, the sleeve connection portion is not deformed, retains the initial outer diameter, and is a flexible deformation portion provided between the pipe connection portion and the sleeve connection portion. Function can be secured.
Therefore, the bending performance of the pipe can be sufficiently ensured.
Further, in order to obtain the bending performance of the flexible deformable portion, it is necessary to provide a gap that allows bending between the insertion end faces of the connected pipes. However, if the gap is left open, the sleeve is inserted through the gap. Solid matter mixed with the fluid enters into the space between the connection portion and the outer peripheral surface of the pipe, which hinders the bending action. However, by interposing a rubber-like member between the insertion end faces of the pipes or by injecting and filling a foam into the space, it is possible to prevent solid matter from entering the space. Therefore, a stable flexible joint can be maintained for a long time.
[0024]
【The invention's effect】
The joint structure of the present invention can provide a joint structure capable of securing sufficient bending performance by the configurations of claims 1 to 3. Therefore, it is possible to provide a flexible joint that can withstand burying in the ground or laying concrete.
Further, according to the configuration of claims 4 and 5, solid substances in the fluid flowing through the pipe can be prevented from entering the sleeve connection portion in the joint structure, whereby stable bending performance can be secured. The end face of the pipe can be prevented from hitting and being damaged.
Furthermore, according to the configuration of the sixth aspect, it is possible to connect pipes having the same inner diameter and different outer diameters while securing bending performance, as described above.
According to the configuration of the seventh aspect, the connection of the pipe is not limited to a straight line, and the pipe can be bent and connected at a predetermined curvature while securing the bending performance.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram showing a construction example of a joint structure according to the present invention.
FIG. 2 is an enlarged sectional view showing a joint structure.
FIG. 3 is a partial cross-sectional view showing a modified example of a rubber-like member interposed between insertion end surfaces of connecting pipes.
FIG. 4 is a partial cross-sectional view showing an external stop type in which a sleeve is inserted and arranged inside an elastic joint body.
FIG. 5 is a partial cross-sectional view in which a space is filled by injecting and filling a foam into a sleeve connection portion.
6A and 6B are cross-sectional views showing a joint structure for connecting pipes of different diameters, in which FIG. 6A shows a form using a straight sleeve, and FIG. 6B shows a form using a stepped sleeve.
FIG. 7 is an external view showing a bending joint structure using a bend cylinder for a sleeve.
FIG. 8 is a sectional view showing a conventional joint structure.
[Explanation of symbols]
A: Joint structure A1, A2: Elastic joint body A3, A3 '... Sleeve A4: Ring-shaped rubber member P1, P2 ... Pipe 1: Pipe connection section 2: Sleeve connection section 3: Flexible deformation section 4: Tightening band 6 ... Band 12 ... Film 13 ... Foam 14: Space

Claims (7)

パイプ同士を可撓性を保持して連結する継手構造であって、両端が開放し、一方に接続するパイプの外径に適合するパイプ接続部を、他方に該パイプ接続部の外径より大径のスリーブ接続部を備え、パイプ接続部とスリーブ接続部を可撓変形部で連結した弾性継手本体を2個、スリーブ接続部同士を向かい合わせて配置し、その両スリーブ接続部を、弾性継手本体より剛性を有するスリーブにバンドで固定し、両方の弾性継手本体におけるパイプ接続部にパイプを挿入すると共に、両パイプの挿入端相互間は閉鎖し、且つパイプ接続部を前記パイプに締付バンドで締着したことを特徴とするパイプの継手構造。A joint structure for connecting pipes while maintaining flexibility, wherein both ends are open, and a pipe connection portion adapted to an outer diameter of a pipe connected to one end is larger than an outer diameter of the pipe connection portion to the other end. Two elastic joint bodies each having a sleeve connecting portion having a diameter, a pipe connecting portion and a sleeve connecting portion connected by a flexible deformable portion, and the sleeve connecting portions are arranged so as to face each other. A band is fixed to a sleeve which is more rigid than the main body, a pipe is inserted into a pipe connection portion of both elastic joint bodies, a gap between insertion ends of both pipes is closed, and a pipe connection portion is fastened to the pipe by a band. A pipe joint structure characterized by being tightened by: 上記スリーブが、両スリーブ接続部の外側に亘って嵌合配置され、スリーブ接続部を拡張バンドでスリーブ側に圧着固定することを特徴とする請求項1記載のパイプの継手構造。The joint structure for a pipe according to claim 1, wherein the sleeve is fitted and disposed over the outside of the two sleeve connecting portions, and the sleeve connecting portion is fixed to the sleeve by crimping with an expansion band. 上記スリーブが、両スリーブ接続部の内側に亘って嵌合配置され、スリーブ接続部を締付バンドでスリーブ側に圧着固定することを特徴とする請求項1記載のパイプの継手構造。The joint structure for a pipe according to claim 1, wherein the sleeve is fitted over the inside of both sleeve connection portions, and the sleeve connection portion is fixed to the sleeve side by crimping with a tightening band. 上記パイプの挿入端面間に、リング状ゴム部材を挾着して閉鎖することを特徴とする請求項1記載のパイプの継手構造。2. The joint structure for a pipe according to claim 1, wherein a ring-shaped rubber member is sandwiched between said insertion end faces of said pipe for closing. 上記パイプの挿入端面間の隙間をフィルムで閉鎖し、且つパイプ外面と弾性継手本体の内周面で区画される空間部に発泡体を充填したことを特徴とする請求項1記載のパイプの継手構造。2. The pipe joint according to claim 1, wherein a gap between the insertion end faces of the pipe is closed with a film, and a space defined by an outer surface of the pipe and an inner peripheral surface of the elastic joint body is filled with a foam. Construction. 上記左右の弾性継手本体を連結するスリーブが段付き又はラッパ状の筒体で、内径が同一で、外径が異なるパイプ同士を連結することを特徴とする請求項1記載のパイプの継手構造。The pipe joint structure according to claim 1, wherein the sleeve connecting the left and right elastic joint bodies is a stepped or trumpet-shaped tubular body, and connects pipes having the same inner diameter and different outer diameters. 上記左右の弾性継手本体を連結するスリーブがベンド筒で、パイプ同士を角度を付けて連結することを特徴とする請求項1記載のパイプの継手構造。The pipe joint structure according to claim 1, wherein the sleeve connecting the left and right elastic joint bodies is a bend cylinder, and the pipes are connected at an angle.
JP2003088209A 2003-03-27 2003-03-27 Pipe joint structure Expired - Lifetime JP4332362B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018031135A (en) * 2016-08-23 2018-03-01 Jfe建材株式会社 Column and tsunami barrier
KR20190120842A (en) * 2018-04-16 2019-10-25 주식회사 국일인토트 Pre-insulated pipe casing and installation method the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018031135A (en) * 2016-08-23 2018-03-01 Jfe建材株式会社 Column and tsunami barrier
KR20190120842A (en) * 2018-04-16 2019-10-25 주식회사 국일인토트 Pre-insulated pipe casing and installation method the same
KR102149532B1 (en) * 2018-04-16 2020-08-31 주식회사 국일인토트 Pre-insulated pipe casing and installation method the same

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