JPH11182765A - Connecting structure of underground buried pipe to connecting part - Google Patents
Connecting structure of underground buried pipe to connecting partInfo
- Publication number
- JPH11182765A JPH11182765A JP9350383A JP35038397A JPH11182765A JP H11182765 A JPH11182765 A JP H11182765A JP 9350383 A JP9350383 A JP 9350383A JP 35038397 A JP35038397 A JP 35038397A JP H11182765 A JPH11182765 A JP H11182765A
- Authority
- JP
- Japan
- Prior art keywords
- underground pipe
- fitting
- joint
- buried pipe
- slide joint
- 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.)
- Pending
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L27/00—Adjustable joints, Joints allowing movement
- F16L27/12—Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Flanged Joints, Insulating Joints, And Other Joints (AREA)
- Joints Allowing Movement (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、ハンドホールやマ
ンホール等の接続部に地中埋設管を接続する接続部への
地中埋設管の接続構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure of an underground pipe to a connection for connecting an underground pipe to a connection part such as a handhole or a manhole.
【0002】[0002]
【従来の技術】上記接続部への地中埋設管の接続構造と
しては、例えば図5に示すものが提案されている。これ
は、地中埋設管2の先端に雄型の継手部30を備えさ
せ、この継手部30を嵌合可能な雌型の継手部31を接
続部を構成するベルマウス3の外方側端部に備えさせ
て、これら両継手部30,31を嵌合することによっ
て、接続部へ地中埋設管2を接続するようにしている。
尚、図に示す6は、前記ベルマウス3を固定保持するた
めのコンクリート部であり、ベルマウス3とコンクリー
ト部6とからベルマウスブロック4を構成している。2. Description of the Related Art As a structure for connecting an underground pipe to the above-mentioned connecting portion, for example, the structure shown in FIG. 5 has been proposed. In this method, a male joint 30 is provided at the tip of the underground pipe 2, and a female joint 31 to which the joint 30 can be fitted is connected to the outer end of the bell mouth 3 which forms a connecting portion. The underground pipe 2 is connected to the connection portion by fitting the two joint portions 30 and 31 to the connection portion.
Reference numeral 6 shown in the figure is a concrete part for fixing and holding the bell mouth 3, and the bell mouth 3 and the concrete part 6 constitute a bell mouth block 4.
【0003】上記手段によれば、両継手部30,31が
嵌合するための嵌合代を必要とするため、一方の継手部
30の端部がこれに対向する他方の継手部31の端部か
ら前記嵌合代分他方の継手部31側に入り込んだ長さの
寸法の地中埋設管2を用意することになる(図2の実線
参照)。この地中埋設管2の継手部30をベルマウス3
の継手部31に嵌合させる場合に、地中埋設管2を屈曲
させることにより、これの継手部30の先端部をベルマ
ウス3の継手部31の前方に位置させて、地中埋設管2
の継手部30をベルマウス3の継手部31に押し込み、
両継手部30,31を嵌合させるようにしている(図5
の2点鎖線参照)。According to the above-mentioned means, since a fitting margin for fitting the two joint portions 30 and 31 is required, an end of one joint portion 30 is opposed to an end of the other joint portion 31 opposed thereto. The underground pipe 2 having the length of the length that has entered the other joint portion 31 side from the portion corresponding to the fitting allowance is prepared (see the solid line in FIG. 2). The joint 30 of the underground pipe 2 is connected to a bellmouth 3
When the underground pipe 2 is bent, the tip of the joint 30 is positioned in front of the joint 31 of the bell mouth 3 when the underground pipe 2 is bent.
Of the joint part 30 of the bell mouth 3 into the joint part 31 of the bell mouth 3,
The two joint portions 30, 31 are fitted together (FIG. 5).
2).
【0004】ところで、地中に埋設するような地中埋設
管2は、容易に変形することがないように保径性能に優
れているものがほとんどであるため、前述のように両継
手部30,31を嵌合させるために地中埋設管2を屈曲
させるためには、大きな折り曲げ力を要し、両継手部3
0,31を嵌合させる作業がやり難いものであるだけで
なく、地中埋設管2が前記大きな折り曲げ力に耐え切れ
ず、地中埋設管2に亀裂が入る等の破損を発生すること
もあった。By the way, most underground pipes 2 which are buried underground are excellent in diameter keeping performance so that they are not easily deformed. , 31 requires a large bending force to bend the underground pipe 2 to fit the two joints 3.
Not only is the work of fitting 0, 31 difficult to perform, but also the underground pipe 2 cannot withstand the large bending force, causing damage such as cracking of the underground pipe 2. there were.
【0005】又、ベルマウス3の継手部31に嵌合する
地中埋設管2が例えば短い場合には、嵌合が浅いため、
抜けてしまう恐れがあり、又、長い場合には、地中埋設
管2が少し屈曲した状態になり、嵌合後の通線がやり難
い問題があり、地中埋設管2の長さを精度よく設定しな
ければならない設計上の不利があった。When the underground pipe 2 fitted to the joint 31 of the bell mouth 3 is short, for example, the fitting is shallow,
If it is long, the underground pipe 2 will be in a slightly bent state, and there will be a problem that it will be difficult to conduct the wire after fitting. There was a design disadvantage that had to be set well.
【0006】[0006]
【発明が解決しようとする課題】本発明が前述の状況に
鑑み、解決しようとするところは、接続部への地中埋設
管の接続を地中埋設管の破損等を招くことなく、容易迅
速に行えるとともに、地中埋設管の寸法誤差を良好に吸
収することができる接続部への地中埋設管の接続構造を
提供する点にある。SUMMARY OF THE INVENTION In view of the above situation, the present invention aims to solve the problem by connecting an underground pipe to a connecting portion easily and quickly without damaging the underground pipe. It is another object of the present invention to provide a connection structure of an underground pipe to a connection part which can perform the above operation and can absorb a dimensional error of the underground pipe.
【0007】[0007]
【課題を解決するための手段】本発明は、前述の課題解
決のために、ハンドホールやマンホール等の接続部への
地中埋設管の接続構造であって、前記地中埋設管に嵌挿
可能な第1嵌合部を一端に備え、且つ、他端に前記接続
部にスライド自在に嵌挿可能な第2嵌合部を備えたスラ
イドジョイントを設けたことを特徴とする接続部への地
中埋設管の接続構造。接続部に地中埋設管を接続する場
合には、まずスライドジョイントの第2嵌合部を接続部
に嵌挿しておく。次に、地中埋設管をセットした後、ス
ライドジョイントを地中埋設管側にスライドさせてスラ
イドジョイントの第1嵌合部を地中埋設管に嵌挿して接
続を完了する。In order to solve the above-mentioned problems, the present invention relates to a connection structure of an underground pipe to a connection part such as a handhole or a manhole, which is inserted into the underground pipe. A first joint part capable of being provided at one end, and a slide joint having a second fitting part slidably fitted into the connection part at the other end. Connection structure for underground pipes. When connecting the underground pipe to the connection part, first, the second fitting part of the slide joint is fitted into the connection part. Next, after setting the underground pipe, the slide joint is slid toward the underground pipe, and the first fitting portion of the slide joint is inserted into the underground pipe to complete the connection.
【0008】前記第1嵌合部が前記地中埋設管の端部に
外嵌し、且つ、該外嵌に伴って、該地中埋設管と第1嵌
合部とのシール及び固定をそれぞれ行うためのシール部
材及び固定部材を該第1嵌合部に備えさせ、前記第2嵌
合部が接続部に内嵌し、且つ、該内嵌に伴って、該第2
嵌合部の外面に圧接されるシール部材を該接続部に備え
させることによって、スライドジョイントを接続部に内
嵌するだけで、両者のシール処理を完了することがで
き、又、スライドジョイントを地中埋設管側にスライド
させてスライドジョイントを地中埋設管に外嵌するだけ
で両者のシール処理及び固定処理を完了することができ
る。[0008] The first fitting portion is externally fitted to an end of the underground pipe, and with the external fitting, sealing and fixing between the underground pipe and the first fitting portion are performed, respectively. The first fitting portion is provided with a sealing member and a fixing member for performing the second fitting portion, and the second fitting portion is fitted inside the connecting portion, and the second fitting portion is fitted with the second fitting portion.
By providing the connecting portion with a seal member that is pressed against the outer surface of the fitting portion, the sealing process can be completed only by fitting the slide joint in the connecting portion, and the slide joint can be grounded. The sealing process and the fixing process of both can be completed only by sliding the slide joint to the underground pipe by sliding it toward the underground pipe.
【0009】前記スライドジョイントの最大スライド位
置近傍において、該スライドジョイントをそれ以上のス
ライドを阻止するためのストッパー部材を設けることに
よって、例えば地震や不当沈下が頻繁に発生する箇所で
の使用に伴い、スライドジョイントが大きく移動して接
続部から抜けてしまうことをストッパー部材にて確実に
阻止することができる。In the vicinity of the maximum sliding position of the slide joint, a stopper member for preventing the slide joint from sliding further is provided. The stopper member can reliably prevent the slide joint from largely moving and coming off the connection portion.
【0010】[0010]
【発明の実施の形態】図1に、接続部1への地中埋設管
2の接続構造を示している。図では、ハンドホールやマ
ンホール等の接続部1の側壁に開口部1Aを形成し、こ
の開口部1Aに水平方向に複数個のベルマウス3(図で
は1個のみ示している)を備えたベルマウスブロック4
を固定し、これらベルマウス3に後述するスライドジョ
イント5を介して地中埋設管2をそれぞれ接続してい
る。FIG. 1 shows a connection structure of an underground pipe 2 to a connection portion 1. In the figure, an opening 1A is formed in a side wall of a connection portion 1 such as a handhole or a manhole, and a bell having a plurality of bellmouths 3 (only one is shown in the figure) is provided in the opening 1A in the horizontal direction. Mouse block 4
, And the underground pipes 2 are connected to these bellmouths 3 via slide joints 5 described later.
【0011】前記ベルマウスブロック4は、前記複数個
のベルマウス3と、これらベルマウス3を水平方向に所
定間隔を隔てて一体化するためのコンクリート部6とか
ら構成している。そして、コンクリート部6を前記開口
部1Aに嵌め込み、モルタル等により固定するようにし
ている。このようにベルマウスブロック4を開口部1A
に固定する方式を用いることによって、多数のベルマウ
ス3を接続部1に迅速に設けることができるが、ベルマ
ウス3を一つ一つ接続部1に固定するものでもよい。The bellmouth block 4 includes the plurality of bellmouths 3 and a concrete portion 6 for integrating the bellmouths 3 at predetermined intervals in the horizontal direction. Then, the concrete portion 6 is fitted into the opening 1A and fixed by mortar or the like. Thus, the bell mouth block 4 is connected to the opening 1A.
A large number of bell mouths 3 can be quickly provided at the connection part 1 by using a method of fixing the bell mouths 3 to the connection part 1 one by one.
【0012】前記スライドジョイント5は、図3にも示
すように、地中埋設管2よりも大径な寸法を有する第1
嵌合部7を一端に備え、且つ、他端に前記ベルマウス3
よりも小径な寸法を有する第2嵌合部8を備えている。
そして、前記第1嵌合部7が前記地中埋設管2の端部に
外嵌することにより、該地中埋設管2と第1嵌合部7と
のシール及び固定をそれぞれ行うためのリング状のシー
ル部材9及びリング状の固定部材10を該第1嵌合部7
に備えさせている。前記シール部材9を第1嵌合部7の
内面に管軸方向に沿って形成した2つの周溝11,12
のうちの奥側に位置する周溝12に挿入し、前記固定部
材10を残りの周溝11に挿入している。従って、第1
嵌合部7を地中埋設管2の端部に外嵌すると、シール部
材9が地中埋設管2の端部外面に圧接されて両者をシー
ルし、固定部材10が地中埋設管2の端部外面に形成の
周溝13に嵌まり込んで、地中埋設管2と第1嵌合部7
とを固定し、接続が完了するのである。前記第2嵌合部
8をベルマウス3に内嵌することにより、該第2嵌合部
8の外面に圧接される前記シール部材9と同一のシール
部材14を該ベルマウス3の内面に形成の2つの周溝2
0A,20Bのうちの奥側に位置する周溝20Bに挿入
している。従って、第2嵌合部8をベルマウス3に内嵌
すると、シール部材14が第2嵌合部8の外面を圧接し
て、第2嵌合部8とベルマウス3との間をシールするよ
うにしている。As shown in FIG. 3, the slide joint 5 has a first diameter larger than that of the underground pipe 2.
A fitting portion 7 is provided at one end, and the bell mouth 3 is provided at the other end.
A second fitting portion 8 having a smaller diameter than the second fitting portion 8 is provided.
A ring for sealing and fixing the underground pipe 2 and the first fitting part 7 by fitting the first fitting part 7 to the end of the underground pipe 2. The sealing member 9 and the ring-shaped fixing member 10 are attached to the first fitting portion 7.
In preparation for. Two circumferential grooves 11 and 12 in which the seal member 9 is formed on the inner surface of the first fitting portion 7 along the pipe axis direction.
The fixing member 10 is inserted into the remaining circumferential groove 11 while the fixing member 10 is inserted into the circumferential groove 12 located on the back side. Therefore, the first
When the fitting portion 7 is externally fitted to the end of the underground pipe 2, the seal member 9 is pressed against the outer surface of the end of the underground pipe 2 to seal them, and the fixing member 10 is fixed to the underground pipe 2. The underground pipe 2 and the first fitting portion 7 are fitted into the circumferential groove 13 formed on the outer surface of the end.
Is fixed, and the connection is completed. By fitting the second fitting portion 8 inside the bell mouth 3, the same sealing member 14 as the sealing member 9 pressed against the outer surface of the second fitting portion 8 is formed on the inner surface of the bell mouth 3. Two circumferential grooves 2
0A and 20B are inserted into the circumferential groove 20B located on the back side. Therefore, when the second fitting portion 8 is fitted inside the bell mouth 3, the seal member 14 presses the outer surface of the second fitting portion 8 to seal between the second fitting portion 8 and the bell mouth 3. Like that.
【0013】前記地中埋設管2のスライドジョイント5
側端部には、スライドジョイント5の第1嵌合部7に内
嵌する嵌合部16と、この嵌合部16に一体連設され、
且つ、地中埋設管2にねじ込み固定可能なねじ部17と
からなるジョイント部が設けられている。このジョイン
ト部の形状は、図示以外のものでもよいし、又、地中埋
設管2にジョイント部を一体形成して実施してもよい。The slide joint 5 of the underground pipe 2
At the side end, a fitting portion 16 that is fitted inside the first fitting portion 7 of the slide joint 5 and an integral connection with the fitting portion 16 are provided.
Further, a joint portion including a screw portion 17 that can be screwed and fixed to the underground pipe 2 is provided. The shape of the joint may be different from that shown in the drawings, or may be implemented by integrally forming the joint with the underground pipe 2.
【0014】前記ベルマウス3は、先端部が外拡がり形
状のラッパ部19と、このラッパ部19から連設された
ジョイント部20とからなり、このジョイント部20の
端部に形成の前記一方の周溝20Bに前記シール部材1
4を備えている。The bell mouth 3 comprises a wrapper portion 19 having a tip portion extending outward and a joint portion 20 connected to the wrapper portion 19, and the one end formed at the end of the joint portion 20. The seal member 1 is inserted into the circumferential groove 20B.
4 is provided.
【0015】前記接続部1に地中埋設管2を接続する場
合を説明すれば、図2(イ)に示すように、まずベルマ
ウス3にスライドジョイント5をスライドさせながら内
嵌していく。スライドジョイント5がスライド不能にな
った時点でセット完了となる。次に、図2(ロ)に示す
ように、設置された地中埋設管2の接続部18側にスラ
イドジョイント5をスライドさせることにより外嵌させ
る。このとき、前述のように、スライドジョイント5の
固定部材10が嵌合部16の周溝13に嵌まり込むまで
スライドジョイント5をスライドさせて、スライドジョ
イント5と地中埋設管2とが接続されることになる(図
2(ハ)参照)。このように、接続部1、つまりベルマ
ウス3に地中埋設管2を接続する場合に、一切接着剤等
を用いることがないから、工事時間に接着剤の乾燥時間
等を考慮する必要がなく、その分工事期間の短縮化を図
ることができる利点がある。The case where the underground pipe 2 is connected to the connection part 1 will be described. First, as shown in FIG. The setting is completed when the slide joint 5 cannot slide. Next, as shown in FIG. 2B, the slide joint 5 is externally fitted by sliding the slide joint 5 on the connection portion 18 side of the installed underground pipe 2. At this time, as described above, the slide joint 5 is slid until the fixing member 10 of the slide joint 5 is fitted into the circumferential groove 13 of the fitting portion 16, and the slide joint 5 and the underground pipe 2 are connected. (See FIG. 2C). As described above, when connecting the underground pipe 2 to the connection portion 1, that is, the bell mouth 3, no adhesive or the like is used at all, so that it is not necessary to consider the drying time of the adhesive in the construction time. However, there is an advantage that the construction period can be shortened accordingly.
【0016】前記実施例では、ベルマウス3に対するス
ライドジョイント5の抜け止め手段を施さなかったが、
図4(イ),(ロ)に示すように、スライドジョイント
5の先端に複数個の爪21を備えさせるとともに、これ
ら爪21の後側端部の上下面21Aに接当してスライド
ジョイント5の抜け止めを行うためのリング状のストッ
パー部材22をベルマウス3に形成の周溝20Bに挿入
している。In the above-described embodiment, no means for preventing the slide joint 5 from being removed from the bell mouth 3 is provided.
As shown in FIGS. 4A and 4B, a plurality of claws 21 are provided at the tip of the slide joint 5, and the slide joint 5 is brought into contact with the upper and lower surfaces 21A of the rear ends of the claws 21. A ring-shaped stopper member 22 is inserted into a peripheral groove 20B formed in the bell mouth 3 to prevent the stopper from coming off.
【0017】[0017]
【発明の効果】請求項1によれば、接続部への地中埋設
管を接続にスライドジョイントを用いることによって、
従来のように、地中埋設管を無理矢理屈曲させることが
不要になり、地中埋設管を損傷させることを確実に阻止
することができるとともに、接続作業を容易迅速に行う
ことができ、工事期間の短縮をも実現することができ
る。しかも、接続部に接続する地中埋設管の寸法を精度
よく製作する必要がなく、製造面において有利である。
又、不等沈下や地震等により発生する振動等による長さ
変化をスライドジョイントが吸収することができる利点
もある。According to the first aspect, by using a slide joint to connect the underground pipe to the connection portion,
Unlike the conventional method, it is not necessary to forcibly bend the underground pipe, and it is possible to reliably prevent the underground pipe from being damaged, and to easily and quickly perform connection work, and Can also be reduced. In addition, there is no need to accurately manufacture the dimensions of the underground pipe connected to the connection portion, which is advantageous in terms of manufacturing.
In addition, there is an advantage that the slide joint can absorb a change in length due to vibration caused by uneven settlement or earthquake.
【0018】請求項2によれば、スライドジョイントを
接続部に内嵌するだけで、両者のシール処理を完了する
ことができ、又、スライドジョイントを地中埋設管側に
スライドさせてスライドジョイントを地中埋設管に外嵌
するだけで両者のシール処理及び固定処理を完了するこ
とができ、接続作業をより一層迅速且つ容易に行うこと
ができる。According to the second aspect of the present invention, the sealing process of the two can be completed only by fitting the slide joint in the connection portion. The sealing process and the fixing process of both can be completed only by externally fitting to the underground pipe, and the connection operation can be performed more quickly and easily.
【0019】請求項3によれば、スライドジョイントを
それ以上のスライドを阻止するためのストッパー部材を
設けることによって、例えば地震や不当沈下が頻繁に発
生する箇所での使用に伴い、スライドジョイントが接続
部から抜けてしまうことをストッパー部材にて確実に阻
止することができ、地中埋設管の内部に水等の浸入を長
期間に渡って阻止することができる。According to the third aspect of the present invention, by providing the stopper member for preventing the slide joint from sliding further, the slide joint can be connected when used, for example, in a place where an earthquake or undue settlement frequently occurs. It can be reliably prevented from falling out of the part by the stopper member, and it is possible to prevent water or the like from entering the inside of the underground pipe for a long time.
【図1】接続部にスライドジョイントを介して地中埋設
管を接続した状態を示す一部を断面にした側面図。FIG. 1 is a partially sectional side view showing a state where an underground pipe is connected to a connection portion via a slide joint.
【図2】(イ)は、スライドジョイントをベルマウスに
接続する直前の状態を示す一部を断面した側面図、
(ロ)は、地中埋設管にスライドジョイントを移動させ
る直前の状態を示す一部を断面にした側面図、(ハ)
は、地中埋設管にスライドジョイントを接続した状態を
示す一部を断面した側面図。FIG. 2A is a partially sectional side view showing a state immediately before connecting a slide joint to a bell mouth;
(B) is a partial cross-sectional side view showing the state immediately before moving the slide joint to the underground pipe, (c)
FIG. 2 is a side sectional view partially showing a state in which a slide joint is connected to an underground pipe.
【図3】接続部とスライドジョイントと地中埋設管との
接続構造を示す縦断側面図。FIG. 3 is a longitudinal sectional side view showing a connection structure of a connection portion, a slide joint, and an underground pipe.
【図4】スライドジョイントの別の形態を示し、(イ)
は、スライドジョイントをベルマウスに接続する直前の
状態を示す一部を断面した側面図、(ロ)は、スライド
ジョイントをベルマウスに接続した状態を示す一部を断
面した側面図。FIG. 4 shows another form of the slide joint, and FIG.
FIG. 3 is a side sectional view showing a state immediately before connecting a slide joint to a bell mouth, and FIG. 4B is a side sectional view showing a part showing a state where the slide joint is connected to a bell mouth.
【図5】地中埋設管を接続部に接続する従来例を示す一
部を断面した側面図。FIG. 5 is a partially sectional side view showing a conventional example of connecting an underground pipe to a connection portion.
1 接続部 1A 開口部 2 地中埋設管 3 ベルマウス 4 ベルマウスブロック 5 スライドジョ
イント 6 コンクリート部 7 第1嵌合部 8 第1嵌合部 9 シール部材 10 固定部材 11,12,13 周溝 14 シール部材 16 嵌合部 17 ねじ部 19 ラッパ部 20 ジョイント部 20A,20B 周溝 21 爪 21A 上下面 22 ストッパー部材 30 雄型の継手部 31 雌型の継手部DESCRIPTION OF SYMBOLS 1 Connection part 1A opening part 2 Underground pipe 3 Bell mouth 4 Bell mouth block 5 Slide joint 6 Concrete part 7 First fitting part 8 First fitting part 9 Seal member 10 Fixing member 11, 12, 13 Peripheral groove 14 Seal member 16 Fitting part 17 Screw part 19 Wrapper part 20 Joint part 20A, 20B Peripheral groove 21 Claw 21A Upper and lower surfaces 22 Stopper member 30 Male joint part 31 Female joint part
Claims (3)
の地中埋設管の接続構造であって、前記地中埋設管に嵌
挿可能な第1嵌合部を一端に備え、且つ、他端に前記接
続部にスライド自在に嵌挿可能な第2嵌合部を備えたス
ライドジョイントを設けたことを特徴とする接続部への
地中埋設管の接続構造。1. A connection structure of an underground pipe to a connection part such as a handhole or a manhole, comprising a first fitting part which can be inserted into the underground pipe at one end, and the other end. And a connection joint having a second fitting portion slidably fitted into the connection portion.
に外嵌し、且つ、該外嵌に伴って、該地中埋設管と第1
嵌合部とのシール及び固定をそれぞれ行うためのシール
部材及び固定部材を該第1嵌合部に備えさせ、前記第2
嵌合部が接続部に内嵌し、且つ、該内嵌に伴って、該第
2嵌合部の外面に圧接されるシール部材を該接続部に備
えさせてなる請求項1記載の接続部への地中埋設管の接
続構造。2. The underground pipe and the first fitting portion are fitted externally to an end of the underground pipe.
The first fitting portion is provided with a seal member and a fixing member for performing sealing and fixing with the fitting portion, respectively.
2. The connecting part according to claim 1, wherein the fitting part is fitted inside the connecting part, and the connecting part is provided with a seal member pressed against the outer surface of the second fitting part with the inside fitting. Connection structure of underground pipes to underground.
位置近傍において、該スライドジョイントをそれ以上の
スライドを阻止するためのストッパー部材を設けてなる
請求項1又は2記載の接続部への地中埋設管の接続構
造。3. The underground pipe according to claim 1, wherein a stopper member is provided near the maximum sliding position of the slide joint to prevent the slide joint from sliding further. Connection structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9350383A JPH11182765A (en) | 1997-12-19 | 1997-12-19 | Connecting structure of underground buried pipe to connecting part |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9350383A JPH11182765A (en) | 1997-12-19 | 1997-12-19 | Connecting structure of underground buried pipe to connecting part |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11182765A true JPH11182765A (en) | 1999-07-06 |
Family
ID=18410120
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9350383A Pending JPH11182765A (en) | 1997-12-19 | 1997-12-19 | Connecting structure of underground buried pipe to connecting part |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11182765A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008175304A (en) * | 2007-01-18 | 2008-07-31 | Mirai Ind Co Ltd | Pipe connector and pipe block body |
-
1997
- 1997-12-19 JP JP9350383A patent/JPH11182765A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008175304A (en) * | 2007-01-18 | 2008-07-31 | Mirai Ind Co Ltd | Pipe connector and pipe block body |
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