JPH07107433B2 - Corrugated pipe joint structure - Google Patents

Corrugated pipe joint structure

Info

Publication number
JPH07107433B2
JPH07107433B2 JP3747593A JP3747593A JPH07107433B2 JP H07107433 B2 JPH07107433 B2 JP H07107433B2 JP 3747593 A JP3747593 A JP 3747593A JP 3747593 A JP3747593 A JP 3747593A JP H07107433 B2 JPH07107433 B2 JP H07107433B2
Authority
JP
Japan
Prior art keywords
corrugated pipe
joint
corrugated
pin insertion
pin
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 - Fee Related
Application number
JP3747593A
Other languages
Japanese (ja)
Other versions
JPH06229492A (en
Inventor
眞好 喜多川
一郎 塩見
良一 中野
貞雄 長瀬
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.)
Kurimoto Ltd
Mitsubishi Chemical Corp
Original Assignee
Kurimoto Ltd
Mitsubishi Chemical Corp
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 Kurimoto Ltd, Mitsubishi Chemical Corp filed Critical Kurimoto Ltd
Priority to JP3747593A priority Critical patent/JPH07107433B2/en
Publication of JPH06229492A publication Critical patent/JPH06229492A/en
Publication of JPH07107433B2 publication Critical patent/JPH07107433B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はコルゲート管の継手、特
にプラスチック製のコルゲート管用に係る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a corrugated pipe joint, and more particularly to a corrugated pipe made of plastic.

【0002】[0002]

【従来の技術】コルゲート管とは管の外周面上に輪状ま
たは螺旋状の補強用のリブを規則的に周設した管の総称
を指すが、外力による変形抵抗が直管よりも大幅に向上
するので多くの産業分野で実用化されている。本発明は
そのうち、特にプラスチック製のコルゲート管の継手と
してきわめて優れた特性を具有する新規な構造に係る。
2. Description of the Related Art A corrugated pipe is a general term for pipes in which annular or spiral reinforcing ribs are regularly provided on the outer peripheral surface of the pipe, but the deformation resistance due to an external force is significantly improved over that of a straight pipe. Therefore, it has been put to practical use in many industrial fields. The present invention relates to a novel structure, among them, which has extremely excellent characteristics, particularly as a joint for a corrugated pipe made of plastic.

【0003】図8は実開昭55−7500号公報で公開
された従来技術である。コルゲート管1aの外周面の凹
凸の波形と合致する波形の内面と直筒状の外面を具えた
弾性筒101を、その端面をコルゲート管の端面と一致
させるか、あるいは僅かに突出させて接着固定する構成
より成り立っている。これによって従来、コルゲート管
の継ぎ目同士の波形を連続させるという困難性を解消
し、コルゲート管同士を単に突き合わせて鋼板製のバン
ド102で締め付け、ボルト103で締結するだけの作
業で足り、きわめて簡単に接続できると謳っている。
FIG. 8 shows a conventional technique disclosed in Japanese Utility Model Laid-Open No. 55-7500. An elastic cylinder 101 having a corrugated inner surface and a straight cylindrical outer surface matching the corrugated corrugations on the outer peripheral surface of the corrugated tube 1a is fixed by adhering the end surface thereof to the end surface of the corrugated tube or slightly protruding. It consists of a composition. As a result, the difficulty of continuously corrugating the corrugated pipe joints is eliminated, and it is sufficient to simply butt the corrugated pipes together and fasten them with a steel plate band 102 and fasten them with bolts 103, which is extremely easy. It claims to be able to connect.

【0004】図9は実開平1−139191号公報で提
案された従来技術であり、プラスチック製管(実施例で
はコルゲート管)1bの一方の端部に一体的に形成され
た柔軟性を有するプラスチック製のスリーブ104内
へ、別のコルゲート管の端部を挿入するとともに、該ス
リーブ104を結束具105によって締め付け固定する
構成から成り立っている。以上の構成により、従来、ス
リーブの内径と挿入するコルゲート管外径との精度次第
では水封作用に優劣が生じ、漏水の原因となり兼ない要
素を取り除き、かつ、接合部における多少の可撓性も保
持できると謳っている。
FIG. 9 shows a conventional technique proposed in Japanese Utility Model Laid-Open No. 1-139191, which is a flexible plastic integrally formed at one end of a plastic pipe (corrugated pipe in the embodiment) 1b. The end portion of another corrugated tube is inserted into the sleeve 104 made of steel, and the sleeve 104 is clamped and fixed by the binding tool 105. With the above configuration, depending on the accuracy of the inner diameter of the sleeve and the outer diameter of the corrugated tube to be inserted, the water sealing action is superior or inferior, elements that may cause water leakage are removed, and some flexibility at the joint part is eliminated. Also holds that

【0005】図10はさらに別の従来技術を示す縦断正
面図であり、コルゲート管1c同士を突き合わせ、両コ
ルゲート管の凹部11cへゴム輪3cをそれぞれ嵌合
し、この突き合わせ部を被覆する継手2cを被せて接合
する方式である。以上に述べたようにコルゲート管は外
周面上に凹凸が出入りしているので、通常の直管とは異
なる課題を解決する継手構造が必要となり、できるだけ
簡便な継合作業を目指して種々の改善が加えられてきた
のである。
FIG. 10 is a vertical sectional front view showing still another conventional technique. Corrugated pipes 1c are abutted against each other, and rubber rings 3c are fitted into the recesses 11c of the corrugated pipes, respectively, and a joint 2c for covering the abutted portions. It is a method of covering and joining. As described above, corrugated pipes have irregularities on the outer peripheral surface, so a joint structure that solves the problems different from ordinary straight pipes is required, and various improvements aiming at the simplest joining work possible. Has been added.

【0006】[0006]

【発明が解決しようとする課題】図8に示した従来技術
では、コルゲート管外周面の凹凸と同一形状の凹凸の弾
性筒を製造しなければならず、ゴム成形の金型を準備す
るなど製造工程とその費用は大きな負担とならざるを得
ない。また、接合作業自体もさほど簡便であるのか疑問
が残り、むしろ工程は煩瑣というべきではないかと思料
される。また、コルゲート管の外周から鋼板製のバンド
を巻き回し、鋼製のボルトで締結するために管路を地中
に埋没させると、地中の腐食的な雰囲気によって腐食が
進行し継手部の締結が無力化して管路の水封作用が失わ
れる危険性が高い。
In the prior art shown in FIG. 8, it is necessary to manufacture an elastic cylinder having the same shape as the unevenness of the outer peripheral surface of the corrugated tube, and to prepare a mold for rubber molding. The process and its cost must be a heavy burden. In addition, it remains doubtful that the welding process itself is so simple, and it is rather thought that the process should be complicated. In addition, if a steel band is wound around the outer circumference of the corrugated pipe and the pipe is buried in the ground to fasten it with steel bolts, corrosion will proceed due to the corrosive atmosphere in the ground and the joint part will be fastened. However, there is a high risk that the water-sealing action of the pipeline will be lost due to neutralization.

【0007】図9に示す従来技術ではコルゲート管の接
合を維持しているのはコルゲート管の外周面とスリーブ
内周面との間に生じている摩擦力だけであり、管を引き
抜く方向に外力が加わったときには離脱を防止する抵抗
は万全であるとは言い難い。また、一方のコルゲート管
の端部外周面上へスリーブを一体的に溶着することが必
要であり、製造上の工程、費用の負担増は無視できない
ほど嵩むおそれがある。
In the prior art shown in FIG. 9, it is only the frictional force generated between the outer peripheral surface of the corrugated tube and the inner peripheral surface of the sleeve that maintains the joining of the corrugated tube, and the external force in the direction of pulling out the tube. It is hard to say that the resistance to prevent the departure is complete when is added. Further, it is necessary to integrally weld the sleeve onto the outer peripheral surface of the end portion of one of the corrugated pipes, which may increase the burden of manufacturing process and cost to a considerable extent.

【0008】図10の従来技術もコルゲート管同士が接
合して形成された管路に水平方向の引き抜き力が加わっ
たときには、これに対抗するのはゴム輪の外周面と継手
内周面間の摩擦力だけであり、地中に布設する管路とし
て採用するには大きな懸念が残る。一方、これらの三つ
の従来技術に共通する課題として、引用技術はいずれも
直管と直管とを水平方向に連結する場合にだけ実施可能
であるが、管路はときには方向を変えることもあり、ま
たはT形に分岐することも多くあり得るから、従来技術
は直線的な継合に限定され、その他の継合の態様ではそ
のままで適用できないと判断される。
In the prior art shown in FIG. 10, when a horizontal pulling force is applied to the conduit formed by joining the corrugated pipes, it is opposed between the outer peripheral surface of the rubber ring and the inner peripheral surface of the joint. It is only a frictional force, and there remains a great concern to adopt it as a pipeline installed in the ground. On the other hand, as a problem common to these three conventional techniques, all of the cited techniques can be carried out only when the straight pipes and the straight pipes are connected in the horizontal direction, but sometimes the pipeline may change direction. , Or T-shaped branching, the conventional technique is limited to linear joints, and it is judged that it cannot be applied as it is to other joints.

【0009】本発明は以上に述べた課題を解決するため
に、種々の形態の管路継手部として適用可能であり、継
合作業が直管と同程度に簡単であり、地中へ埋設しても
腐食性雰囲気に侵されるおそれのないコルゲート管の継
手構造の提供を目的とする。
In order to solve the above-mentioned problems, the present invention can be applied as a conduit joint portion of various forms, the joining work is as simple as a straight pipe, and it is buried in the ground. Even if it aims at providing the joint structure of a corrugated pipe which is not likely to be attacked by a corrosive atmosphere.

【0010】[0010]

【課題を解決するための手段】本発明に係るコルゲート
管の継手構造は、管外周面上で管軸方向へ一定のピッチ
で繰り返す補強用の凹凸を具えたプラスチック製のコル
ゲート管1の継手構造に係り、プラスチック製の継手2
は形成すべき管路に対応して直円筒、エルボ、チーズな
どよりなり、コルゲート管の端部側面13を係止する突
条21を内面23へ突設し、係止時にコルゲート管1の
凹部11Aの上部に相当する位置へピン挿入口22が開
口し、コルゲート管の別の凹部11Bと継手内面23と
の間にゴム輪3が介装され、前記ピン挿入口22を貫通
してプラスチック製の離脱防止用ピン4が嵌合している
ことによって前記の課題を解決した。
A joint structure for a corrugated pipe according to the present invention is a joint structure for a corrugated pipe 1 made of plastic, which is provided on the outer peripheral surface of the pipe with projections and depressions for reinforcement which are repeated at a constant pitch in the pipe axial direction. Related to plastic fittings 2
Is a straight cylinder, elbow, cheese or the like corresponding to the pipeline to be formed, and a protrusion 21 that locks the end side surface 13 of the corrugated tube is provided on the inner surface 23. The pin insertion port 22 is opened at a position corresponding to the upper part of 11A, the rubber ring 3 is interposed between another recess 11B of the corrugated pipe and the inner surface 23 of the joint, and the pin insertion port 22 is penetrated to form a plastic ring. The above problem is solved by the fact that the detachment prevention pin 4 of FIG.

【0011】また、前記の基本構成において、コルゲー
ト管1のピン挿入口22が開口した位置とほぼ同一円周
上へ確認用の覗き孔24を穿孔したこと、離脱防止用ピ
ン4のピン挿入口22へ貫通後突出する位置に抜け止め
用の突起43を周設したことが実施上きわめて好まし
い。
Further, in the above-mentioned basic structure, a confirmation peep hole 24 is formed on substantially the same circumference as the position where the pin insertion port 22 of the corrugated tube 1 is opened, and the pin insertion port of the detachment prevention pin 4 is formed. It is extremely preferable in practice to provide a protrusion 43 for preventing slipping out at a position projecting after penetrating to 22.

【0012】[0012]

【作用】一方のコルゲート管1Aの端部側面13から数
えて一つ目の凹部11Bにゴム輪3を嵌合し、このコル
ゲート管を継手2の内面23へ挿入する。コルゲート管
の端部側面13は継手内面23に突設した突条21に当
接し、それ以上の進行が阻止されるのでコルゲート管の
位置が定まる。このようにコルゲート管1B、1C…な
ど管路を形成する管を挿入していくと所望の管路が接合
される。コルゲート管が所定の位置に挿入された状態に
おいては、継手2に穿孔したピン挿入口22がコルゲー
ト管の別の凹部11Aの直上に位置するので、外面から
離脱防止用ピン4を挿通して凹部11Aの中へ嵌合させ
る。この構成の結果、配管施工のためにコルゲート管を
取り扱うとき、管に引き抜きの外力が加わっても離脱防
止用ピン4があるから離脱することはない。また、この
作用は管路として地中に埋設した後の地殻の変動や地表
上から伝わる振動、押圧などが加わっても同様に現わ
れ、引き抜きの外力に耐えて管路を維持し離脱、漏水を
防止する。
The rubber ring 3 is fitted into the first recess 11B counted from the end side surface 13 of one corrugated tube 1A, and this corrugated tube is inserted into the inner surface 23 of the joint 2. The end side surface 13 of the corrugated tube abuts on the ridge 21 projecting from the inner surface 23 of the joint, and further progress is blocked, so that the position of the corrugated tube is determined. As the corrugated pipes 1B, 1C ... Are inserted into the pipes forming the pipe lines, desired pipe lines are joined. In the state where the corrugated tube is inserted at a predetermined position, the pin insertion port 22 drilled in the joint 2 is located immediately above another recess 11A of the corrugated tube, so that the detachment prevention pin 4 is inserted from the outer surface to form the recessed portion. Fit into 11A. As a result of this configuration, when handling the corrugated pipe for pipe construction, even if an external pulling force is applied to the pipe, it does not come off because of the detachment prevention pin 4. In addition, this effect also appears when the earth's crust changes after being buried in the ground as a conduit, or when vibrations and pressure transmitted from the surface of the earth are applied, and the pipe can withstand the external force of withdrawal and leave, causing leakage. To prevent.

【0013】[0013]

【実施例】図1は本発明実施例の縦断正面図であり、2
本のコルゲート管1A、1Bを水平方向に接合する継手
構造を示す。継手2は外周、内周とも変動のない直円筒
状に形成され、その内径がコルゲート管の凸部12の外
径よりも若干大きく設定しておくことは言うまでもな
い。継手2のほぼ中央の内面23に突条21が周設され
てコルゲート管1の端部側面13と当接して管位置決め
の役割を果している。継手には少なくともそれぞれ挿入
するコルゲート管1本当り1箇所以上のピン挿入口22
を穿孔し、本図の例では円周方向を均等に分割して4箇
所のピン挿入口22を設け、それぞれのピン挿入口22
の位置では、肉厚を増加した差し込み用の座25を設け
て外力の集中に耐えられるように図っている。このピン
挿入口22の位置が所定の位置まで差し込んだコルゲー
ト管の凹部11Aの直上に相当する。このピン挿入口2
2と同一円周上へ覗き孔24を穿孔して、ピン挿入口2
2がコルゲート管の凹部の上へ正確に位置しているか否
かを確認することが作業性の向上や、管路の正確な形成
の上で好結果をもたらす。
FIG. 1 is a vertical sectional front view of an embodiment of the present invention.
The joint structure which joins the corrugated pipes 1A and 1B of a book horizontally is shown. It goes without saying that the joint 2 is formed in a right-cylindrical shape with no change in the outer circumference and the inner circumference, and the inner diameter thereof is set to be slightly larger than the outer diameter of the convex portion 12 of the corrugated pipe. A ridge 21 is provided around an inner surface 23 at the center of the joint 2 and abuts the end side surface 13 of the corrugated tube 1 to play a role of tube positioning. At least one pin insertion port 22 for each corrugated tube to be inserted into the joint
And in the example of this figure, the circumferential direction is evenly divided to provide four pin insertion openings 22.
At the position, the seat 25 for insertion having an increased wall thickness is provided so as to withstand the concentration of external force. The position of the pin insertion port 22 corresponds to just above the recessed portion 11A of the corrugated tube inserted to a predetermined position. This pin insertion slot 2
2 has a peep hole 24 on the same circumference as the pin insertion opening 2
Confirming whether 2 is correctly positioned on the concave portion of the corrugated pipe has a good result in improving workability and in accurately forming the conduit.

【0014】ピン挿入口22へ挿通する離脱防止用ピン
4はコルゲート管、継手と同様にプラスチック材で製作
するのが最も好ましい。すべての部材を耐食性の高いプ
ラスチック材で形成すれば、地中へ布設したときの腐食
性の雰囲気に遭遇しても何の懸念も不必要である。価格
や耐食性を考慮して高密度ポリエチレン、ポリプロピレ
ン、ポリ塩化ビニールなどの何れかを選択することがで
きる。図2は離脱防止用ピン4がピン挿入口22へ挿通
される実施例を示したものである。ピン挿入口22の内
径は下方で最小Dとなる勾配からなる円錐状の孔であ
り、このピン挿入口22に挿通する離脱防止用ピン4は
頭部41と胴部42とからなり、胴部42の外径dはピ
ン挿入口22の最小内径Dより小さい。この離脱防止用
ピン4がピン挿入口22内へ挿通したときに継手の内面
へ貫通する位置に抜け止め用の突起43を外周上へ数箇
所周設するのが好ましい例である。突起43は上向きの
傾斜面からなる小片で足り、その外径wは前記の内径D
よりも大きく突出している。離脱防止用ピン4を継手外
部からピン挿入口22内へ挿入するときには、この突起
43はピン挿入口22の傾斜面に押されて上方へプラス
チック特有の弾性変形を行なって通過し、貫通した後に
は外力がなくなるので再び変形して元の状態に戻り、離
脱防止用ピン4の抜け止めの役割を果す。ピン挿入口2
2と離脱防止用ピン4にはその他、種々の形態が適用で
きるが、図3にはピン挿入口22のその他の実施例を、
また、図4には離脱防止用ピン4のその他の実施例をそ
れぞれ示している。
The detachment prevention pin 4 which is inserted into the pin insertion port 22 is most preferably made of a plastic material like the corrugated pipe and the joint. If all the members are made of highly corrosion-resistant plastic material, there is no need to worry about encountering a corrosive atmosphere when installed in the ground. Considering price and corrosion resistance, high density polyethylene, polypropylene, polyvinyl chloride or the like can be selected. FIG. 2 shows an embodiment in which the detachment prevention pin 4 is inserted into the pin insertion opening 22. The inner diameter of the pin insertion port 22 is a conical hole having a slope that is the minimum D at the bottom, and the detachment prevention pin 4 inserted into this pin insertion port 22 is composed of a head portion 41 and a body portion 42. The outer diameter d of 42 is smaller than the minimum inner diameter D of the pin insertion opening 22. It is a preferable example that a plurality of retaining projections 43 are provided around the outer periphery at several positions at positions where the detachment preventing pin 4 penetrates the inner surface of the joint when the detachment preventing pin 4 is inserted into the pin insertion port 22. The protrusion 43 may be a small piece composed of an upward inclined surface, and the outer diameter w thereof is the inner diameter D mentioned above.
It projects much more than. When the detachment prevention pin 4 is inserted into the pin insertion opening 22 from the outside of the joint, the protrusion 43 is pushed by the inclined surface of the pin insertion opening 22 and elastically deforms upward peculiar to plastic to pass therethrough, and after passing through. Since the external force disappears, it deforms again and returns to the original state, and plays a role of preventing the detachment prevention pin 4 from coming off. Pin insertion slot 2
2 and the detachment prevention pin 4 can be applied to other various forms, other examples of the pin insertion port 22 are shown in FIG.
Further, FIG. 4 shows other embodiments of the separation preventing pin 4, respectively.

【0015】図1に示すようにコルゲート管と継手間の
水密はゴム輪3をコルゲート管の凹部11Bへ嵌合して
行なう。したがってコルゲート管へ嵌め込んだゴム輪の
外径が継手の内面23の内径よりも若干は大きく設定す
る必要がある。また、ゴム輪自体の形状については継合
作業時に前後を取り違えないように断面を左右対称にし
ておくことが好ましい。
As shown in FIG. 1, the watertightness between the corrugated pipe and the joint is achieved by fitting the rubber ring 3 into the recess 11B of the corrugated pipe. Therefore, the outer diameter of the rubber ring fitted into the corrugated tube must be set to be slightly larger than the inner diameter of the inner surface 23 of the joint. In addition, regarding the shape of the rubber ring itself, it is preferable that the cross section is bilaterally symmetrical so that the front and back are not mixed up during the joining operation.

【0016】本発明の継手構造では、一旦管路を形成し
た後であっても、何かの理由によってコルゲート管を継
手から外す必要が生じたときには、ピン挿入口22から
離脱防止用ピン4を引き抜くだけで容易に離脱できる点
も一つの特徴である。引用した従来技術の場合には継合
の部材が多く、外面からボルトなどで締め付ける方式で
あるから、錆び付いた螺着を取り外すことは到底容易な
作業とは言えず、本発明の優位なことが明らかである。
この場合に前記の離脱防止用ピン4の抜け止め用の突起
43が逆効果となる懸念があるかも知れないが、離脱防
止用ピン4がプラスチック材特有の可撓性を具えている
から、たとえば図5に示す様なピン引き抜き治具5を準
備しておけば簡単に抜き取ることができるので、特に問
題視する必要はない。
In the joint structure of the present invention, even if the corrugated pipe needs to be removed from the joint for some reason even after the pipe line is once formed, the detachment prevention pin 4 is inserted from the pin insertion port 22. One of the features is that it can be easily removed by simply pulling it out. In the case of the cited prior art, there are many joining members, and since it is a method of tightening with bolts or the like from the outer surface, removing the rusted screw attachment is not an extremely easy work, and the advantage of the present invention is that it is obvious.
In this case, there is a concern that the projections 43 for preventing the detachment prevention pin 4 from coming off may have an adverse effect, but since the detachment prevention pin 4 has flexibility peculiar to a plastic material, for example, If a pin extraction jig 5 as shown in FIG. 5 is prepared, it can be easily removed, so there is no particular need to consider it as a problem.

【0017】図6は本発明の別の実施例であり、管路が
直角に屈曲する場合のエルボ継手の一例である。また、
図7はさらに別の実施例を示し、管路が分岐するチーズ
継手の一例である。これは単なる例示であって管路形成
の必要に応じてどのような形態でも適用できることは言
うまでもない。
FIG. 6 shows another embodiment of the present invention, which is an example of an elbow joint when the pipe is bent at a right angle. Also,
FIG. 7 shows still another embodiment, which is an example of a cheese joint in which a pipe is branched. It is needless to say that this is merely an example, and any form can be applied depending on the need of forming a duct.

【0018】[0018]

【発明の効果】本発明に係るコルゲート管の継手構造
は、外部に露出するすべての部材が耐食性の高いプラス
チック製であり、埋設後、腐食進行のおそれがなく、安
定した管路を長く保持できる。布設時の継合作業は簡単
であるので作業性が高く、個人的な技能に依存する度合
いも小さいから管路継合の施工にばらつきがなく信頼性
が高い。また、何かの都合で継手からコルゲート管を引
き抜く必要の生じたときにも簡単に応じることができる
こと、単に水平状に管を継合するだけでなく種々の管路
形成に適用できることなど従来技術にはない効果が認め
られる。
In the corrugated pipe joint structure according to the present invention, all the members exposed to the outside are made of plastic having high corrosion resistance, and there is no possibility of corrosion progress after burying, and a stable pipeline can be maintained for a long time. . The splicing work at the time of laying is simple, so the workability is high, and the degree of dependence on personal skills is small, so there is no variation in the construction of the pipe splicing and the reliability is high. In addition, it is possible to easily respond even if it is necessary to pull out the corrugated pipe from the joint for some reason, not only simply joining the pipes horizontally, but also applicable to forming various pipe lines. The effect which is not in is recognized.

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

【図1】本発明の実施例を示す正面図(一部断面)であ
る。
FIG. 1 is a front view (partial cross section) showing an embodiment of the present invention.

【図2】(A)(B)(C)によって離脱防止用ピン4
をピン挿入口22へ挿通する状態を示す。
FIG. 2 is a detachment prevention pin 4 by (A) (B) (C).
Shows a state in which is inserted into the pin insertion opening 22.

【図3】(A)(B)(C)によってピン挿入口22の
種々の実施例を示す縦断正面図である。
3 (A), (B) and (C) are vertical sectional front views showing various embodiments of a pin insertion port 22. FIG.

【図4】(A)(B)(C)によって離脱防止用ピン4
の種々の実施例を示す正面図(一部断面)である。
FIG. 4 is a detachment prevention pin 4 by (A) (B) (C);
FIG. 6 is a front view (partial cross section) showing various examples of FIG.

【図5】離脱防止用ピン4の引き抜き用の治具を例示す
る正面図である。
FIG. 5 is a front view illustrating a jig for pulling out the detachment prevention pin 4.

【図6】本発明の別の実施例を示す正面図(一部断面)
である。
FIG. 6 is a front view (partial cross section) showing another embodiment of the present invention.
Is.

【図7】本発明のさらに別の実施例を示す正面図(一部
断面)である。
FIG. 7 is a front view (partial cross section) showing still another embodiment of the present invention.

【図8】従来技術を示す正面図である。FIG. 8 is a front view showing a conventional technique.

【図9】別の従来技術を示す縦断正面図である。FIG. 9 is a vertical sectional front view showing another conventional technique.

【図10】さらに別の従来技術を示す縦断正面図であ
る。
FIG. 10 is a vertical sectional front view showing still another conventional technique.

【符号の説明】[Explanation of symbols]

1 コルゲート管 2 継手 3 ゴム輪 4 離脱防止用ピン 5 離脱防止用ピン引き抜き用治具 11 凹部 12 凸部 13 端部側面 21 突条 22 ピン挿入口 23 内面 24 覗き孔 25 挿し込み用の座 41 頭部 42 胴部 43 抜け止め用の突起 D ピン挿入口の最小内径 d 離脱防止用ピンの外径 w 抜け止め突起の外径 1 Corrugated pipe 2 Joint 3 Rubber ring 4 Removal prevention pin 5 Removal prevention pin Extraction jig 11 Recess 12 Convex 13 End side 21 Protrusion 22 Pin insertion hole 23 Inner surface 24 Peep hole 25 Insertion seat 41 Head 42 Body 43 Projection to prevent coming out D Minimum inner diameter of D pin insertion hole d Outside diameter of coming out prevention pin w Outside diameter of coming out prevention projection

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中野 良一 大阪府大阪市西区北堀江1丁目12番19号 株式会社栗本鐵工所内 (72)発明者 長瀬 貞雄 三重県四日市市東邦町1番地 三菱油化株 式会社四日市総合研究所内 (56)参考文献 実開 昭63−188387(JP,U) 実開 昭64−27596(JP,U) ─────────────────────────────────────────────────── ─── Continuation of front page (72) Ryoichi Nakano 1-12-19 Kitahori, Nishi-ku, Osaka-shi, Osaka Prefecture Kurimoto Iron Works Co., Ltd. (72) Sadao Nagase 1 Toho-cho, Yokkaichi-shi, Mie Mitsubishi Oil Chemical company, Yokkaichi Research Institute (56) References: Showa 63-188387 (JP, U) Showa 64-27596 (JP, U)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 管外周面上で管軸方向へ一定のピッチで
繰り返す補強用の凹凸を具えたプラスチック製のコルゲ
ート管1の継手構造において、プラスチック製の継手2
は形成すべき管路に対応して直円筒、エルボ、チーズな
どよりなり、コルゲート管の端部側面13を係止する突
条21を内面23へ突設し、係止時にコルゲート管1の
凹部11Aの上部に相当する位置へピン挿入口22が開
口し、コルゲート管の別の凹部11Bと継手内面23と
の間にゴム輪3が介装され、前記ピン挿入口22を貫通
してプラスチック製の離脱防止用ピン4が嵌合している
ことを特徴とするコルゲート管の継手構造。
1. In a joint structure of a corrugated pipe 1 made of plastic, which has projections and depressions for reinforcement which are repeated on the outer peripheral surface of the pipe in the axial direction at a constant pitch, a joint 2 made of plastic is provided.
Is a straight cylinder, elbow, cheese or the like corresponding to the pipeline to be formed, and a protrusion 21 that locks the end side surface 13 of the corrugated tube is provided on the inner surface 23. The pin insertion port 22 is opened at a position corresponding to the upper part of 11A, the rubber ring 3 is interposed between another recess 11B of the corrugated pipe and the inner surface 23 of the joint, and the pin insertion port 22 is penetrated to form a plastic ring. The joint structure for a corrugated pipe, wherein the detachment prevention pin 4 is fitted.
【請求項2】 請求項1において、コルゲート管1のピ
ン挿入口22が開口した位置とほぼ同一円周上へ確認用
の覗き孔24を穿孔したことを特徴とするコルゲート管
の継手構造。
2. The joint structure for a corrugated pipe according to claim 1, wherein a peep hole 24 for confirmation is formed on substantially the same circumference as the position where the pin insertion opening 22 of the corrugated pipe 1 is opened.
【請求項3】 請求項1または2において、離脱防止用
ピン4のピン挿入口22へ貫通後突出する位置に抜け止
め用の突起43を周設したことを特徴とするコルゲート
管の継手構造。
3. The joint structure for a corrugated pipe according to claim 1 or 2, wherein a protrusion 43 for retaining is provided around a position where the detachment prevention pin 4 projects after penetrating into the pin insertion opening 22.
JP3747593A 1993-02-01 1993-02-01 Corrugated pipe joint structure Expired - Fee Related JPH07107433B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3747593A JPH07107433B2 (en) 1993-02-01 1993-02-01 Corrugated pipe joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3747593A JPH07107433B2 (en) 1993-02-01 1993-02-01 Corrugated pipe joint structure

Publications (2)

Publication Number Publication Date
JPH06229492A JPH06229492A (en) 1994-08-16
JPH07107433B2 true JPH07107433B2 (en) 1995-11-15

Family

ID=12498552

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3747593A Expired - Fee Related JPH07107433B2 (en) 1993-02-01 1993-02-01 Corrugated pipe joint structure

Country Status (1)

Country Link
JP (1) JPH07107433B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19547214B4 (en) * 1995-08-17 2009-09-10 Murrplastik Systemtechnik Gmbh Coupling for the juxtaposition of at least two tubes
JP4509288B2 (en) * 2000-03-23 2010-07-21 カナフレックスコーポレーション株式会社 Fitting method for pipe and pipe with fitting
US9109351B2 (en) * 2005-05-16 2015-08-18 Soleno Inc. Connector assembly for a drainage conduit
CA2639059C (en) 2008-08-22 2014-02-11 Ipex Inc. Axially-tensioned pipe joint
CA2686364A1 (en) * 2008-12-05 2010-06-05 Plastiflex Canada Inc. Vacuum fitting connection
KR101257766B1 (en) * 2011-03-04 2013-04-24 일우산업 주식회사 A coupling device of corrugated tube
KR102202156B1 (en) * 2019-10-18 2021-01-14 일우산업 주식회사 Apparatus for connecting plastic pipes
JP2023067563A (en) * 2021-11-01 2023-05-16 日本サーモスタット株式会社 Circulation circuit member and manufacturing method of the same

Also Published As

Publication number Publication date
JPH06229492A (en) 1994-08-16

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