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JPS5949472B2 - Construction method for piping joints - Google Patents
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JPS5949472B2 - Construction method for piping joints - Google Patents

Construction method for piping joints

Info

Publication number
JPS5949472B2
JPS5949472B2 JP13600881A JP13600881A JPS5949472B2 JP S5949472 B2 JPS5949472 B2 JP S5949472B2 JP 13600881 A JP13600881 A JP 13600881A JP 13600881 A JP13600881 A JP 13600881A JP S5949472 B2 JPS5949472 B2 JP S5949472B2
Authority
JP
Japan
Prior art keywords
pipe
rubber ring
ring
construction method
rubber
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
Application number
JP13600881A
Other languages
Japanese (ja)
Other versions
JPS5837393A (en
Inventor
浩 菅村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13600881A priority Critical patent/JPS5949472B2/en
Publication of JPS5837393A publication Critical patent/JPS5837393A/en
Publication of JPS5949472B2 publication Critical patent/JPS5949472B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、地中に埋設された水道用ダクタイル鋳鉄管な
どの継手部の施工方法に係るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a joint portion of a ductile cast iron pipe for water supply buried underground.

地中に配管された水道管などの継手部は、通常、第1図
に示すように接続管1のやや拡径させた端末部1′に被
接続管2の端末部2′を挿入し、この被接続管2にスチ
レン系の合成ゴム輪3を嵌着して接続管1の拡径部内に
半ばまで押し入れ、さらに、金属性の押輪4をT型ボル
ト5、ナツト6によって接続管1のフランジ7に締付け
ることにより、その輪状抑圧面4′が前記ゴム輪3を押
圧し該ゴム輪3が接続管1の拡径部内面及び被接続管2
の管壁周面に密着してパツキンとして作用するようにし
である。
For joints such as water pipes installed underground, normally, as shown in FIG. A styrene-based synthetic rubber ring 3 is fitted onto the connected pipe 2 and pushed halfway into the expanded diameter part of the connecting pipe 1.Furthermore, a metal press ring 4 is secured to the connecting pipe 1 using a T-shaped bolt 5 and a nut 6. By tightening the flange 7, its annular suppressing surface 4' presses the rubber ring 3, and the rubber ring 3 presses against the inner surface of the enlarged diameter part of the connecting pipe 1 and the connected pipe 2.
It is designed to fit closely to the circumferential surface of the pipe wall and act as a gasket.

しかし、この継手部は、土圧又は交通量の増加による路
面荷重あるいは振動などの影響を受けて接続された管1
.2が偏芯することがあり、この際、ゴム輪3も一側方
向が圧縮されこれに対向する側が緩んで確実なパツキン
作用を果すことができなくなり、またゴム輪の老化など
によっても漏水を生ずることとなる。
However, this joint part is affected by road load or vibration due to earth pressure or increased traffic volume, and the connected pipe 1
.. 2 may become eccentric, and in this case, the rubber ring 3 is also compressed on one side and loosened on the opposite side, making it impossible to perform a reliable sealing action.Also, due to aging of the rubber ring, water leakage may occur. This will occur.

この場合における従来のゴム輪3の交換施工法は、T型
ボルト5、ナツト6を取外して押輪4を移動させ、ゴム
輪3を切断して取出し、配管が偏芯している場合にはこ
れを正確にセットし、新しいゴム輪3を巻付けてその切
断端面を接着し、前述したように接続管1の拡径部内力
に手作業によって押し込み再び押輪4を締付けるのであ
る。
In this case, the conventional method for replacing the rubber ring 3 is to remove the T-bolt 5 and nut 6, move the push ring 4, cut the rubber ring 3, and take it out. is set accurately, a new rubber ring 3 is wound around it, its cut end surface is glued, and as described above, the pressure ring 4 is manually pushed into the expanded diameter part of the connecting pipe 1 and tightened again.

しかし、ゴム輪3の摩擦係数はきわめて大きいから、こ
れを被接続管2に強く巻付けると接続管の拡径部内力に
押し込み移動させることが困難となり、また、緩く巻付
けると往々にして被接続管2の軸線、に対して偏位した
状態となるほか、押輪4で押圧固定しても完全な閉塞効
果を生じないおそれがあった。
However, since the coefficient of friction of the rubber ring 3 is extremely large, if it is wrapped too tightly around the pipe to be connected 2, it will be difficult to force the rubber ring to move due to the internal force of the enlarged diameter part of the connecting pipe, and if it is wrapped too loosely, it will often become damaged. In addition to being in a state of being deviated from the axis of the connecting pipe 2, there was a risk that even if it was pressed and fixed with the press ring 4, a complete closing effect would not be produced.

本発明は、前述した従来の施工法の欠点を解消しようと
するもので、被接続管の外周に合致させた長さのゴム帯
の両端部を、少くともその一辺が長手方向に沿う接着端
面にして突き合せ可能な接着端面に切断する工程払抜接
続管に巻付けた前記ゴム帯を強制伸延させ、その両端部
の前記接着端面を接着して、ゴム輪を形成する工程と、
被接続管に密着した前記ゴム輪を接続管の拡径部内に均
等に圧入させる工程とを要旨としている。
The present invention aims to eliminate the drawbacks of the conventional construction method described above, and aims to bond both ends of a rubber band whose length matches the outer periphery of the pipe to be connected to the bonded end surface with at least one side along the longitudinal direction. a step of forcibly stretching the rubber band wrapped around the removed connecting pipe and gluing the bonded end surfaces at both ends to form a rubber ring;
The gist is a step of evenly press-fitting the rubber ring that is in close contact with the pipe to be connected into the enlarged diameter portion of the connecting pipe.

本発明の施工法は、ゴム帯を被接続管の外周に合わせ、
その両端部を圧着器に固定して強制伸延させ、前記両端
部に設けた接着端面を接着してゴム輪を形成するので、
強制伸延を解くことによって弾性収縮したゴム輪は、強
すぎず、また緩るすぎることなく、至適な密着度で管の
周表面に密着する。
The construction method of the present invention is to align the rubber band with the outer circumference of the pipe to be connected,
Both ends are fixed to a crimping device and forcedly stretched, and the adhesive end surfaces provided at both ends are bonded to form a rubber ring.
The rubber ring, which has been elastically contracted by releasing the forced distraction, adheres to the circumferential surface of the tube with an optimal degree of adhesion without being too strong or too loose.

また、このゴム輪は前記圧着器により押輪を介して接続
管の拡径部内に均等に抑圧移動させるから、押し込み作
業が容易化されるほか、移動時に管の軸心に対して偏位
することもなく、したかって閉塞効果を損うおそれは完
全に解消される。
In addition, since this rubber ring is evenly compressed and moved into the enlarged diameter part of the connecting pipe by the crimping device through the press ring, the pushing operation is facilitated, and the rubber ring is prevented from being deviated from the axis of the pipe during movement. Therefore, the possibility of impairing the occlusion effect is completely eliminated.

さらに、管の周表面に密着したゴム輪を強圧移動させて
も、ゴム輪の接着端面は少くともその一辺を長手方向に
沿う接着端面に形成し、接着面積を可及的に大きく、且
つ移動方向に対する耐力を増すようにしであるため、接
着面が強固で容易には剥離しないのである。
Furthermore, even if a rubber ring that is in close contact with the circumferential surface of a pipe is moved under strong pressure, at least one side of the rubber ring's bonded end surface should be formed as a bonded end surface along the longitudinal direction, so that the bonded area is as large as possible, and the bonded end surface of the rubber ring is moved as much as possible. Since it is designed to increase the strength in the direction, the adhesive surface is strong and does not peel off easily.

以下、本発明の実施例を図面に参照して説明する。Embodiments of the present invention will be described below with reference to the drawings.

本施工法においても、従来法と同様に古いゴム輪3を取
外し、新らしいゴム輪3を被接続管2に巻付ける。
In this construction method, as in the conventional method, the old rubber ring 3 is removed and a new rubber ring 3 is wrapped around the pipe 2 to be connected.

すなわち、まづ、被接続管2の外周に合わせてゴム帯3
′の長さを設定し、第3図に示すごとく、その両端部を
切断台8上に載せてカッターガイド溝9を有する固定金
具10で固定し、カッターで切断する。
That is, first, attach the rubber band 3 to the outer circumference of the connected pipe 2.
1, and as shown in FIG. 3, its both ends are placed on a cutting table 8, fixed with a fixture 10 having a cutter guide groove 9, and cut with a cutter.

この切断面aの形状は従来と同様に平面状であってもよ
いが、接着面積を大きくし且つ横手方向への耐力を強く
するためには、第4図に例示したような形状とすること
が好ましい0 次いで、このゴム帯3′を被接続管2に巻付け、第5図
、第6図に示すように、その両端部の切断端面に接着剤
を塗布して圧着器11のアーム12.13にそれぞれ固
定させて取付け、この圧着器11を作動させてゴム帯3
′を伸延させつつ両端の切断端面を合わせて接着し、ゴ
ム輪3を形成する。
The shape of this cut surface a may be flat as in the conventional case, but in order to increase the bonding area and strengthen the strength in the transverse direction, it should be shaped as shown in FIG. 4. Next, this rubber band 3' is wrapped around the pipe to be connected 2, and as shown in FIGS. .13, and operate this crimper 11 to tighten the rubber band 3.
' is stretched, and the cut end surfaces of both ends are brought together and glued together to form a rubber ring 3.

こうして接着剤が乾燥硬化し完全に接着した後、前記ア
ーム12.13から両端部を取外すと、ゴム輪3はその
弾性によって収縮し被接続管2の管壁周面にきつく密着
する。
After the adhesive dries and hardens and is completely bonded, when both ends are removed from the arm 12, 13, the rubber ring 3 contracts due to its elasticity and tightly adheres to the circumferential surface of the pipe wall of the pipe to be connected 2.

その後、第7図に示すように被接続管2に挿通されてい
る押輪4の輪状押1圧面4′をゴム輪3に当接させ、と
の押輪4と接続管1のフランジ7とを前記圧着器11の
アーム12.13で強圧し、ゴム輪3を接続管1の拡径
部内力に押し入れる。
Thereafter, as shown in FIG. 7, the annular pressing surface 4' of the pressing ring 4 inserted into the pipe to be connected 2 is brought into contact with the rubber ring 3, and the pressing ring 4 and the flange 7 of the connecting pipe 1 are brought into contact with each other. Apply strong pressure with the arms 12 and 13 of the crimper 11 to force the rubber ring 3 into the internal force of the enlarged diameter part of the connecting tube 1.

この場合、ゴム輪3が被接続管2の軸心に対して偏るこ
となく均等に抑圧移動されるよう、押輪4は少なくとも
2個所の部分が押圧されるように設定する(第8図参照
)。
In this case, the push ring 4 is set so that at least two parts are pressed so that the rubber ring 3 is evenly pressed and moved without being biased against the axis of the connected pipe 2 (see Fig. 8). .

このゴム輪3を前記拡径部内力に押入させたら、前記圧
着器11を取外し、ボルト5、ナツト6を締付けて押輪
4を固定させることは従来と同様である。
Once the rubber ring 3 is pushed into the enlarged diameter portion, the crimping device 11 is removed and the bolt 5 and nut 6 are tightened to fix the push ring 4 in the same manner as in the prior art.

なお、本実施例においては圧着器11は油圧ポンプによ
って作動するものを用いたが、これに限ることなく、例
えばラチェット機構等によるものでもよい。
In this embodiment, the crimping device 11 is operated by a hydraulic pump, but the present invention is not limited to this, and the crimping device 11 may be operated by, for example, a ratchet mechanism.

上記のごとく、本発明によれば、被接続管の周表面に巻
き付けられるゴム輪は至適な密着度とな秒、また圧着器
による強圧移動にも充分な耐力を有するものであり、こ
れを圧着器によって均等に抑圧圧入させるので、移動時
の軸心に対する偏りは防止されて確実な閉塞効果を生じ
させることができ、且つ押し込みの作業を円滑化、簡易
化できる効果がある。
As described above, according to the present invention, the rubber ring wrapped around the circumferential surface of the pipe to be connected has an optimal degree of adhesion and has sufficient resistance to strong pressure movement by a crimper. Since it is press-fitted evenly by the crimping device, deviation with respect to the axis during movement can be prevented, a reliable closing effect can be produced, and the pressing operation can be smoothed and simplified.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は配管継手部の一部縦断面図、第2図なイシ第8
図は本施工法の具体例を示し、第2図はゴム輪の斜面図
、第3図はゴム帯端部の切断工程の平面図、第4図は切
断面の形状の態様図、第5図は接着工程の断面図、第6
図は同工程の平面図、第7図は押入工程の断面図、第8
図は同工程の押輪側の側面図である。 1・・・接続管1.2・・−被接続管、3・・・ゴム輪
、3′・・・ゴム帯。
Figure 1 is a partial longitudinal sectional view of the pipe joint, Figure 2
The figures show a specific example of this construction method, Fig. 2 is a slope view of the rubber ring, Fig. 3 is a plan view of the cutting process of the end of the rubber band, Fig. 4 is a diagram of the shape of the cut surface, and Fig. 5 The figure is a cross-sectional view of the adhesion process, No. 6
The figure is a plan view of the same process, Figure 7 is a sectional view of the pushing process, and Figure 8 is a cross-sectional view of the pushing process.
The figure is a side view of the press ring side in the same process. 1... Connecting pipe 1. 2... - Connected pipe, 3... Rubber ring, 3'... Rubber band.

Claims (1)

【特許請求の範囲】[Claims] 1 被接続管の外周に合致させた長さのゴム帯の両端部
を、少くともその一辺が長手方向に沿う接着端面にして
突き合せ可能な接着端面に切断する工程と、被接続管に
巻付けた前記ゴム帯を強制伸延させ、その両端部の前記
接着端面を接着してゴム輪を形成する工程と、被接続管
に密着した前記ゴム輪を接続管の拡径部内に均等に圧入
させる工程とからなる配管継手部の施工方法。
1 The process of cutting both ends of a rubber band with a length that matches the outer circumference of the pipe to be connected into a bonded end face that can be butted with at least one side along the longitudinal direction, and wrapping it around the pipe to be connected. A step of forcibly stretching the attached rubber band and bonding the bonded end surfaces at both ends to form a rubber ring, and evenly press-fitting the rubber ring that is in close contact with the pipe to be connected into the enlarged diameter part of the connecting pipe. A construction method for piping joints consisting of processes.
JP13600881A 1981-08-29 1981-08-29 Construction method for piping joints Expired JPS5949472B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13600881A JPS5949472B2 (en) 1981-08-29 1981-08-29 Construction method for piping joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13600881A JPS5949472B2 (en) 1981-08-29 1981-08-29 Construction method for piping joints

Publications (2)

Publication Number Publication Date
JPS5837393A JPS5837393A (en) 1983-03-04
JPS5949472B2 true JPS5949472B2 (en) 1984-12-03

Family

ID=15165022

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13600881A Expired JPS5949472B2 (en) 1981-08-29 1981-08-29 Construction method for piping joints

Country Status (1)

Country Link
JP (1) JPS5949472B2 (en)

Also Published As

Publication number Publication date
JPS5837393A (en) 1983-03-04

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