JPH0442637Y2 - - Google Patents
Info
- Publication number
- JPH0442637Y2 JPH0442637Y2 JP1987123044U JP12304487U JPH0442637Y2 JP H0442637 Y2 JPH0442637 Y2 JP H0442637Y2 JP 1987123044 U JP1987123044 U JP 1987123044U JP 12304487 U JP12304487 U JP 12304487U JP H0442637 Y2 JPH0442637 Y2 JP H0442637Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- corrugated pipe
- corrugated
- pipe joint
- fitted
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- 238000010276 construction Methods 0.000 description 8
- 230000002093 peripheral effect Effects 0.000 description 8
- 229920003002 synthetic resin Polymers 0.000 description 5
- 239000000057 synthetic resin Substances 0.000 description 5
- 239000004698 Polyethylene Substances 0.000 description 4
- -1 polyethylene Polymers 0.000 description 4
- 229920000573 polyethylene Polymers 0.000 description 4
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010903 husk Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Landscapes
- Joints That Cut Off Fluids, And Hose Joints (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
本考案は、暗渠排水用のコルゲート管の接続構
造に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a corrugated pipe connection structure for underdrain drainage.
[従来の技術]
近年、暗渠排水管としては、通水口を穿設した
谷部と山部が交互に連接され、軽量で耐土圧強度
の優れた合成樹脂製のコルゲート管が採用される
ようになつている。特に、山部外径が数十mm程度
の小径のコルゲート管を暗渠排水管として埋設施
工する場合には、第7図に一部示すような特殊な
トレンチヤーを使用する。このトレンチヤーには
上記小径のコルゲート管100を接続して約100
mの長尺の排水管101とし、巻回されて搭載さ
れている。そして、暗渠排水管の埋設溝を堀ると
同時に上記排水管101を巻き戻しながら埋設す
ると共に、この排水管101にモミガラ102等
を収納して収納部103より排出して機械的に短
時間で暗渠排水管の埋設工事が行われている(以
下高速暗渠工法という)。上記のような高速暗渠
工法に使用される小径のコルゲート管100は第
8図に示すような管継手104で接続されて長尺
の排水管101となつている。すなわち、両端よ
りリング105,105が外着され、予め両開口
端部106,106に切欠部106a,106a
が設けられた管継手104にコルゲート管10
0,100をそれぞれ挿入させた後、リング10
5,105を開口端部106,106方向に移動
させて、コルゲート管100の外周面を管継手1
04内周面で挟み込んで接続している。[Conventional technology] In recent years, corrugated pipes made of synthetic resin, which are lightweight and have excellent earth pressure resistance, have been adopted as underdrain drainage pipes, in which valleys and peaks with water inlets are connected alternately. It's summery. In particular, when burying a small-diameter corrugated pipe with an outside diameter of several tens of millimeters as an underdrain drainage pipe, a special trencher as partially shown in Fig. 7 is used. The small diameter corrugated pipe 100 mentioned above is connected to this trencher, and approximately 100
The drain pipe 101 is a long drain pipe 101, which is wound around the drain pipe 101 and mounted on the drain pipe. Then, at the same time as digging a trench for burying the underdrain drain pipe, the drain pipe 101 is buried while being rolled back, and the rice husk 102 and the like are stored in the drain pipe 101 and discharged from the storage section 103, mechanically and in a short time. Construction work is being carried out to bury underground drainage pipes (hereinafter referred to as the high-speed culvert construction method). Small-diameter corrugated pipes 100 used in the above-described high-speed culvert construction method are connected with a pipe joint 104 as shown in FIG. 8 to form a long drainage pipe 101. That is, the rings 105, 105 are attached externally from both ends, and the notches 106a, 106a are formed in both open ends 106, 106 in advance.
The corrugated pipe 10 is attached to the pipe joint 104 provided with
After inserting 0 and 100 respectively, ring 10
5, 105 in the direction of the open ends 106, 106, the outer circumferential surface of the corrugated pipe 100 is connected to the pipe fitting 1.
04 It is connected by sandwiching it on the inner peripheral surface.
[考案の解決する問題点]
しかしながら、上記のような管継手104によ
つてコルゲート管100を接続して長尺の排水管
101として高速暗渠工法に使用すると、上記ト
レンチヤーの排水管101の送出ガイド部107
のローラ108等にコルゲート管100の接続部
である管継手104が引つかかることがある。こ
の場合、リング105が管継手104中央部方向
に移動されると、開口端部106の切欠部106
aが開いてコルゲート管100が管継手104か
ら抜けることがある。コルゲート管100が抜け
ると、埋設工事を一時中断して再接続しなければ
ならず、もし、コルゲート管100が抜けたこと
に後で気付いた場合には、既に埋設された排水管
101をかなり広範囲に亘り掘り返して、コルゲ
ート管100を再接続しなければならなくなり、
非常に手間のかかる作業になるという問題があつ
た。[Problems to be solved by the invention] However, when the corrugated pipe 100 is connected by the pipe joint 104 as described above and used as a long drainage pipe 101 in a high-speed culvert construction method, the drainage pipe 101 of the trencher is not delivered properly. Guide part 107
The pipe joint 104, which is the connection part of the corrugated pipe 100, may get caught on the rollers 108 and the like. In this case, when the ring 105 is moved toward the center of the pipe joint 104, the notch 106 of the open end 106
a may open and the corrugated pipe 100 may come off from the pipe joint 104. If the corrugated pipe 100 comes off, the undergrounding work must be temporarily stopped and reconnected, and if it is later noticed that the corrugated pipe 100 has come off, the drain pipe 101 that has already been buried must be reconnected over a large area. It became necessary to dig up and reconnect the corrugated pipe 100,
The problem was that it was a very time-consuming task.
[問題点を解決するための手段]
上記の問題点を解決するために本考案の暗渠排
水用コルゲート管の接続構造は、通水口を穿設し
た谷部と山部が交互に連接された暗渠排水用コル
ゲート管の開口端部を、突部が外周面に形成され
た管継手の両端から外嵌し、上記管継手の突部を
上記コルゲート管の山部内面に係合させると共
に、上記通水口に二股状のピンの脚部を嵌着して
成ることを特徴とする。[Means for Solving the Problems] In order to solve the above problems, the connection structure of the corrugated pipe for underdrain drainage of the present invention is such that the connection structure of the corrugated pipe for underdrain drainage has a connection structure in which valleys and peaks in which water inlets are bored are connected alternately. The open end of the corrugated drainage pipe is fitted onto both ends of a pipe joint having protrusions formed on the outer peripheral surface, and the protrusions of the pipe joint are engaged with the inner surface of the crest of the corrugated pipe, and the It is characterized by having a bifurcated pin leg fitted into the water spout.
[考案の作用]
上記のような接続構造では、管継手の両端から
暗渠排水用のコルゲート管を外嵌しているので、
コルゲート管の接続部外周面には管継手による段
差が生じていない。そのため、該管継手によつて
接続された長尺の排水管を高速暗渠工法に使用し
ても、トレンチヤーの送出ガイド部のローラ等に
管継手が引つかかることがないので、コルゲート
管が管継手から抜ける心配がなくなり、作業効率
が大幅に向上する。また、管継手からコルゲート
管が抜けようとしても、通水口に嵌着された二股
状のピンの脚部が管継手の突部に引つ掛かるので
コルゲート管が抜ける心配もなく確実に接続され
る。[Effect of the invention] In the above connection structure, corrugated pipes for underdrain drainage are fitted from both ends of the pipe joint, so
There is no difference in level caused by the pipe joint on the outer peripheral surface of the connection part of the corrugated pipe. Therefore, even if a long drainage pipe connected by the pipe joint is used for high-speed underdrain construction, the pipe joint will not get caught on the rollers of the trencher's delivery guide, so the corrugated pipe There is no need to worry about it coming off the pipe joint, and work efficiency is greatly improved. In addition, even if the corrugated pipe tries to come out of the pipe joint, the leg of the bifurcated pin fitted into the water inlet will catch on the protrusion of the pipe joint, so the corrugated pipe will be connected securely without worrying about it coming out. .
[実施例]
以下、図面を参照して本考案の一実施例を説明
する。[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.
第1図は本考案における暗渠排水用コルゲート
管の接続構造の一実施例を示す分解斜視図であ
り、第2図は同実施例の要部破断正面図、第3図
は第2図のA−A線に沿つた概略横断面図を示し
ている。 Fig. 1 is an exploded perspective view showing an embodiment of the connection structure of corrugated pipes for underdrain drainage according to the present invention, Fig. 2 is a front view with a main part cut away of the same embodiment, and Fig. 3 is an A of Fig. 2. - shows a schematic cross-sectional view along line A;
図において1はポリエチレン、塩化ビニル等の
合成樹脂にて成形された暗渠排水用のコルゲート
管であり、環状の山部2と谷部3が交互に連接さ
れ、上記谷部3には等角度間隔で通水口4…が穿
設されている。5はポリエチレン、塩化ビニル等
の合成樹脂にてブロー成形された管継手で、その
両端から上記コルゲート管1の開口端部1a,1
aを外嵌している。この管継手5の外周面にはコ
ルゲート管1の山部2の内面に係合される環状の
突部6が突設されており、中央部外周面には環状
のリブ7が形成され、さらに、管継手5の上記突
部6を除く外径はコルゲート管1の谷部3の内径
より僅かに小さい径となるように成形されてい
る。 In the figure, 1 is a corrugated pipe for underdrain drainage molded from synthetic resin such as polyethylene or vinyl chloride. Annular peaks 2 and valleys 3 are connected alternately, and the valleys 3 are arranged at equal angular intervals. A water outlet 4 is drilled in the hole. Reference numeral 5 denotes a pipe joint made of synthetic resin such as polyethylene or vinyl chloride, and the opening end portions 1a, 1 of the corrugated pipe 1 are connected from both ends thereof.
A is fitted externally. An annular protrusion 6 that is engaged with the inner surface of the crest 2 of the corrugated pipe 1 is provided on the outer circumferential surface of the pipe joint 5, and an annular rib 7 is formed on the outer circumferential surface of the central portion. The outer diameter of the pipe joint 5 excluding the protrusion 6 is formed to be slightly smaller than the inner diameter of the trough 3 of the corrugated pipe 1.
上記突部6は管継手5の中央部側が略垂直に立
ち上がつた係合面6aとなるように成形され、管
継手端部側に向かつて滑らかに傾斜する略直角三
角形の形状を呈している。突部6を上記の形状に
すると、コルゲート管1の開口端部1a,1aを
管継手5の両端から外嵌する場合、突起6の係合
面6aがコルゲート管1の山部2の内面に係合さ
れ易く、また、外嵌されたコルゲート管1が抜け
難くなるという利点がある。 The protrusion 6 is formed so that the center side of the pipe joint 5 becomes an engagement surface 6a that rises substantially vertically, and has a substantially right triangular shape that slopes smoothly toward the end of the pipe joint. There is. When the protrusion 6 is formed into the above shape, when the open ends 1a, 1a of the corrugated pipe 1 are externally fitted from both ends of the pipe joint 5, the engagement surface 6a of the protrusion 6 is attached to the inner surface of the peak 2 of the corrugated pipe 1. There is an advantage that the corrugated pipe 1 is easily engaged, and the corrugated pipe 1 fitted outside is difficult to come off.
そして、コルゲート管1の谷部3に穿設されて
いる通水口4に、ポリエチレン等の合成樹脂や金
属で成形される二股状のピン10の足部11を嵌
め込み、第3図に示すように、管継手5の外周面
とコルゲート管1の谷部内周面の間に上記ピン1
0の足部11を位置させている。このようにピン
10の足部11を通水口4より嵌め込むと、コル
ゲート管1の山部2の内面と管継手5の突起6の
係合状態が解かれて第4図に矢印で示すようにコ
ルゲート管1が抜けようとしても、管継手5の突
部6の係合面6aにピン10の足部11が引つか
かるのでコルゲート管1が管継手5から抜け難く
なる。 Then, the legs 11 of the bifurcated pins 10 made of synthetic resin such as polyethylene or metal are fitted into the water holes 4 bored in the valleys 3 of the corrugated pipe 1, as shown in FIG. , the pin 1 is placed between the outer peripheral surface of the pipe joint 5 and the inner peripheral surface of the valley of the corrugated pipe 1.
0's foot portion 11 is positioned. When the leg portion 11 of the pin 10 is inserted through the water inlet 4 in this manner, the engagement between the inner surface of the peak portion 2 of the corrugated pipe 1 and the protrusion 6 of the pipe joint 5 is released, as shown by the arrow in FIG. Even if the corrugated pipe 1 tries to come out, the leg part 11 of the pin 10 is caught on the engagement surface 6a of the protrusion 6 of the pipe joint 5, making it difficult for the corrugated pipe 1 to come out from the pipe joint 5.
尚、上記ピン10を全ての通水口4…に嵌め込
む必要はなく、各コルゲート管1で少なくとも一
箇所の通水口4に嵌め込んでいればコルゲート管
1の抜けが防止できるものである。また、ピン1
0の足部11が平行に形成されているものに限ら
ず、第5図に示すように、足部12が交差された
二股状のピン13でも良い。このようなピン13
では、足部12の先端を指先で摘んで通水口4に
嵌め込むと、指先を離したときに足部12の復元
力によつて簡単に管継手5の外周面とコルゲート
管1の谷部内周面の間に上記ピン13の足部12
を位置させることができるようになる。また、ピ
ン10,13の頭部の形状は、該ピン10,13
を通水口4に嵌め込んだとき、コルゲート管1が
抜けようとするときに管継手5の突部6の係合面
6aと共に通水口4より内部に引き込まれないよ
うな形状であればよい。さらに、ピン10,13
の頭部がコルゲート管1の山部2の外周面より突
出されなければ、上述したトレンチヤーによる高
速暗渠工法に使用してもピン10,13が引つか
かつて抜け落ちるという問題がないので好まし
い。 Incidentally, it is not necessary to fit the pins 10 into all the water holes 4..., but if the pins 10 are fitted into at least one water hole 4 of each corrugated pipe 1, the corrugated pipe 1 can be prevented from coming off. Also, pin 1
The pin 13 is not limited to one in which the leg portions 11 of the pin 0 are parallel, but may be a bifurcated pin 13 in which the leg portions 12 are crossed, as shown in FIG. Pin 13 like this
Now, if you pick the tip of the foot 12 with your fingertips and insert it into the water inlet 4, when you release your fingertips, the restoring force of the foot 12 will easily connect the outer circumferential surface of the pipe joint 5 and the inside of the valley of the corrugated pipe 1. The leg portion 12 of the pin 13 is placed between the circumferential surfaces.
You will be able to position the Further, the shape of the head of the pins 10, 13 is
Any shape is sufficient as long as it does not pull the engaging surface 6a of the protrusion 6 of the pipe joint 5 inward from the water port 4 when the corrugated pipe 1 tries to come out when it is fitted into the water port 4. Furthermore, pins 10 and 13
It is preferable that the head of the corrugated pipe 1 does not protrude from the outer circumferential surface of the peak 2 of the corrugated pipe 1, since there is no problem of the pins 10, 13 being caught or falling out even when used in the above-mentioned high-speed underdrain construction method using a trencher.
上述した接続構造によつて、コルゲート管1の
開口端部1a,1aを管継手5の両端から順次外
嵌し、適宜通水口4にピン10を嵌着して長尺の
暗渠排水用の排水管とすると、巻回されて既述の
トレンチヤー(第7図参照)に搭載され、高速暗
渠工法による暗渠排水管の埋設工事に使用され
る。この場合、コルゲート管1の各接続部外周面
には管継手5によりコルゲート管1の山部2より
突出する段差が生じていないので、上記トレンチ
ヤーの送出ガイド部のローラ等(第7図参照)に
管継手5が引つかかることはない。そのため、ピ
ン10による抜け落ち防止作用も伴つてコルゲー
ト管1が管継手5から抜ける心配が無くなるの
で、高速暗渠工法の作業効率が大幅に向上される
ようになる。 With the above-mentioned connection structure, the open ends 1a, 1a of the corrugated pipe 1 are sequentially fitted from both ends of the pipe joint 5, and the pins 10 are fitted into the water passage ports 4 as appropriate to drain water from a long underdrain. When made into a pipe, it is wound and mounted on the trencher described above (see Figure 7), and used for burying underground drainage pipes using the high-speed culvert construction method. In this case, since there is no step on the outer circumferential surface of each connection part of the corrugated pipe 1 that protrudes from the peak part 2 of the corrugated pipe 1 due to the pipe joint 5, the rollers of the delivery guide part of the trencher etc. (see Fig. 7) are not formed. ) will not cause the pipe fitting 5 to get caught. Therefore, there is no fear that the corrugated pipe 1 will come off from the pipe joint 5 due to the pin 10 preventing it from coming off, so the work efficiency of the high-speed underdrain method can be greatly improved.
次に、第6図に他の実施例の要部破断正面図を
示す。この例では管継手8がポリエチレン、塩化
ビニル等の合成樹脂で射出成形され、突起9が上
記実施例と同様に管継手8の外周面に略直角三角
形を呈して突設され、該突起9の係合面9aがコ
ルゲート管1の山部2の内面に係合され、ピン1
0の脚部11が通水口4に嵌着されている。その
他の構造は前実施例に示す接続構造と同一である
ため同一部材に同一符号を付してここでは説明を
省略する。 Next, FIG. 6 shows a front view with a main part cut away of another embodiment. In this example, the pipe fitting 8 is injection molded from a synthetic resin such as polyethylene or vinyl chloride, and a projection 9 is provided on the outer peripheral surface of the pipe joint 8 in a substantially right-angled triangular shape in the same manner as in the above embodiment. The engaging surface 9a is engaged with the inner surface of the peak portion 2 of the corrugated pipe 1, and the pin 1
The leg part 11 of 0 is fitted into the water passage port 4. Since the other structures are the same as the connection structure shown in the previous embodiment, the same members are given the same reference numerals and the explanation thereof will be omitted here.
なお、管継手の外周面に突設される突部は必ず
しも実施例のように環状としてリブ状とする必要
はなく、等角度間隔で突起状に形成してもよいも
のである。 Note that the protrusions provided on the outer peripheral surface of the pipe joint do not necessarily have to be annular and rib-like as in the embodiment, but may be formed in protrusions at equal angular intervals.
[考案の効果]
以上の説明から明らかなように本考案の暗渠排
水用コルゲート管の接続構造では、コルゲート管
の接続部外周面には管継手による段差が生じるこ
とがないので、コルゲート管を接続してトレンチ
ヤーによる高速暗渠工法に使用される長尺の排水
管としても、上記トレンチヤーの送給ガイド部の
ローラ等に管継手が引つかかる心配が無くなり、
コルゲート管の管継手からの抜けが防止でき、作
業効率が大幅に向上する。また、通水口に嵌着さ
れたピンが管継手の突部に引つ掛かるので、管継
手からコルゲート管の抜け落ちも防止できる。[Effects of the invention] As is clear from the above explanation, in the corrugated pipe connection structure for underdrain drainage of the present invention, there is no difference in level caused by the pipe joint on the outer peripheral surface of the corrugated pipe connection part, so it is easy to connect the corrugated pipe. Even when used as a long drainage pipe for high-speed underdrain construction using a trencher, there is no need to worry about the pipe fitting getting caught on the rollers, etc. of the feed guide section of the trencher.
Prevents corrugated pipes from coming off from pipe joints, greatly improving work efficiency. Furthermore, since the pin fitted into the water inlet catches on the protrusion of the pipe joint, it is possible to prevent the corrugated pipe from falling out of the pipe joint.
第1図は本考案の暗渠排水用コルゲート管の接
続構造の一実施例を示す分解斜視図、第2図は同
実施例の要部破断正面図、第3図は第2図のA−
A線に沿つた概略横断面図、第4図は同実施例に
おける要部を拡大して示す破断正面図、第5図は
他のピンの形状を示す平面図、第6図は暗渠排水
用コルゲート管の接続構造の他の実施例を示す要
部破断正面図、第7図はトレンチヤーの要部を拡
大して示す側面図、第8図は従来の暗渠排水用コ
ルゲート管の接続構造の要部破断正面図を示して
いる。
符号の説明、1……暗渠排水用コルゲート管、
1a……開口端部、2……山部、3……谷部、4
……通水口、5,8……管継手、6,9……突
部、10,13……ピン。
Fig. 1 is an exploded perspective view showing an embodiment of the corrugated pipe connection structure for underdrain drainage of the present invention, Fig. 2 is a front view with a main part cut away of the same embodiment, and Fig. 3 is an A--A of Fig. 2.
A schematic cross-sectional view taken along line A, Fig. 4 is a cutaway front view showing an enlarged view of the main parts of the same embodiment, Fig. 5 is a plan view showing the shape of other pins, and Fig. 6 is for underdrain drainage. Fig. 7 is an enlarged side view showing the main part of a trencher, and Fig. 8 is a conventional corrugated pipe connection structure for underdrain drainage. A front view of the main part is shown. Explanation of symbols, 1... Corrugated pipe for underdrain drainage,
1a...opening end, 2...peak, 3...trough, 4
... Water inlet, 5, 8 ... Pipe joint, 6, 9 ... Protrusion, 10, 13 ... Pin.
Claims (1)
た暗渠排水用コルゲート管の開口端部を、突部が
外周面に形成された管継手の両端から外嵌し、上
記管継手の突部を上記コルゲート管の山部内面に
係合させると共に、上記通水口に二股状のピンの
脚部を嵌着して成る暗渠排水用コルゲート管の接
続構造。 The open end of a corrugated pipe for underdrain drainage, in which valleys and peaks in which water inlets are drilled, are connected alternately, is fitted from both ends of a pipe joint that has protrusions formed on the outer circumferential surface, and A corrugated pipe connection structure for underdrain drainage, comprising a protrusion that engages with the inner surface of the crest of the corrugated pipe, and a leg of a bifurcated pin fitted into the water inlet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987123044U JPH0442637Y2 (en) | 1987-08-10 | 1987-08-10 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987123044U JPH0442637Y2 (en) | 1987-08-10 | 1987-08-10 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6427596U JPS6427596U (en) | 1989-02-16 |
JPH0442637Y2 true JPH0442637Y2 (en) | 1992-10-08 |
Family
ID=31371538
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1987123044U Expired JPH0442637Y2 (en) | 1987-08-10 | 1987-08-10 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0442637Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6624870B2 (en) * | 2015-09-29 | 2019-12-25 | リンナイ株式会社 | Connection fitting for drain piping |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4531235Y1 (en) * | 1964-12-15 | 1970-12-01 | ||
US4247136A (en) * | 1978-12-22 | 1981-01-27 | Hancor, Inc. | Internal coupling structure and joint for pipe or tubing |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57112193U (en) * | 1980-12-29 | 1982-07-10 | ||
JPH027357Y2 (en) * | 1985-04-12 | 1990-02-21 |
-
1987
- 1987-08-10 JP JP1987123044U patent/JPH0442637Y2/ja not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4531235Y1 (en) * | 1964-12-15 | 1970-12-01 | ||
US4247136A (en) * | 1978-12-22 | 1981-01-27 | Hancor, Inc. | Internal coupling structure and joint for pipe or tubing |
Also Published As
Publication number | Publication date |
---|---|
JPS6427596U (en) | 1989-02-16 |
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