JPS5811985Y2 - Concrete pipe joints made by centrifugal force forming - Google Patents

Concrete pipe joints made by centrifugal force forming

Info

Publication number
JPS5811985Y2
JPS5811985Y2 JP1976073538U JP7353876U JPS5811985Y2 JP S5811985 Y2 JPS5811985 Y2 JP S5811985Y2 JP 1976073538 U JP1976073538 U JP 1976073538U JP 7353876 U JP7353876 U JP 7353876U JP S5811985 Y2 JPS5811985 Y2 JP S5811985Y2
Authority
JP
Japan
Prior art keywords
centrifugal force
gasket
force forming
short pipe
concrete pipes
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
JP1976073538U
Other languages
Japanese (ja)
Other versions
JPS52165323U (en
Inventor
忠 中島
Original Assignee
日本ヒユ−ム管株式会社
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 日本ヒユ−ム管株式会社 filed Critical 日本ヒユ−ム管株式会社
Priority to JP1976073538U priority Critical patent/JPS5811985Y2/en
Publication of JPS52165323U publication Critical patent/JPS52165323U/ja
Application granted granted Critical
Publication of JPS5811985Y2 publication Critical patent/JPS5811985Y2/en
Expired legal-status Critical Current

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  • Joints With Sleeves (AREA)

Description

【考案の詳細な説明】 本考案は、完全な水蜜性を保持することができるととも
に安全に接続作業を行なうことができる遠心力成形によ
るコンクリート管の継手に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a joint for concrete pipes formed by centrifugal force forming, which can maintain perfect water-resistance and can be connected safely.

従来のコンクリート管の接合においては、一般にソケッ
ト継手または印ロー継手が用いられており、それらの継
手部の差し口と受は口との間隙にゴム製のガスケットあ
るいはリングを配置して、水蜜性を保持している。
In conventional concrete pipe joints, socket joints or stamped-row joints are generally used, and a rubber gasket or ring is placed in the gap between the spigot and the socket of these joints to prevent water leakage. is held.

しかしこれらの受は口の内面、特にヒユーム管の場合は
、高速回転された型枠内にセメントおよび骨材等を投入
して遠心力により成形するので、外周面側は粒子が密に
なることから滑らかとなり、一方、内周面側は遠心力に
よって材料の分離が生じ、成形後の内表面が粗面になる
However, these supports are formed on the inner surface of the mouth, especially in the case of Hume's canal, by putting cement, aggregate, etc. into a mold that rotates at high speed and using centrifugal force, so particles can become dense on the outer peripheral surface. On the other hand, centrifugal force causes material separation on the inner peripheral surface side, resulting in a rough inner surface after molding.

従ってガスケットを配置しても完全な水密性を保持する
ことができず、漏水又は入水事故がしばしば生じていた
Therefore, even if a gasket is provided, complete watertightness cannot be maintained, and water leakage or water intrusion accidents often occur.

そこで、受は口と差し口の両方にガスケットを配設した
場合(実公昭45−12688号公報)には、水蜜性の
向上は図れるが軟質材相互の接触なので接合が緩む虞れ
があり、かつ挿入時に、コンクリート管周面にガスケッ
トが接触して磨滅する虞れがある。
Therefore, if gaskets are installed on both the opening and the spigot of the receiver (Japanese Utility Model Publication No. 45-12688), the water resistance can be improved, but since the soft materials come into contact with each other, there is a risk that the joint may loosen. In addition, there is a risk that the gasket will come into contact with the circumferential surface of the concrete pipe and be worn out during insertion.

また、受は口および差し口の一方に硬質の板体を配設し
た場合(実公昭41−23010号公報)(実公昭55
−48948号公報)には、板面が滑らがであることか
ら差し口と受は口との保合が緩く、容易に離脱する虞れ
があり、かつ挿入時に、差し口を入れ過ぎて先端が受は
口の対向面に衝突するといった不具合がある。
In addition, when the receiver is provided with a hard plate on either the mouth or the spigot (Utility Model Publication No. 41-23010) (Utility Model Publication No. 41-23010).
48948), since the plate surface is smooth, the connection between the spigot and the socket is loose, and there is a risk of it coming off easily. There is a problem that the uke collides with the opposite surface of the mouth.

本考案は、上記の様な欠点を解消し、完全な水蜜性を保
持することができるとともに安全な接続作業を行なうこ
とができる遠心力成形によるコンクノート管の継手を提
供することを目的とする。
The purpose of the present invention is to eliminate the above-mentioned drawbacks, and to provide a joint for conchnaut pipes formed by centrifugal force forming, which can maintain perfect water-tightness and allow safe connection work. .

以下、図示の実施例を参照しながら本考案を詳細に説明
する。
Hereinafter, the present invention will be described in detail with reference to illustrated embodiments.

第1図において、1,1はソケット継手によって接合さ
れた遠心力成形によるコンクリート管で、このコンクリ
ート管1,1の受は口2内面には金属製又はプラスチッ
ク製の薄硬板で形成された厚さ0.3〜2.□mmの短
管3を配装しである。
In Figure 1, reference numerals 1 and 1 are concrete pipes formed by centrifugal force forming that are joined by a socket joint, and the receiver of these concrete pipes 1 and 1 is formed with a thin hard plate made of metal or plastic on the inner surface of the mouth 2. Thickness 0.3~2. A short tube 3 of □mm is installed.

この短管3は、第2図のようにその内周面に、円周方向
に沿って突出する凸条部4を軸方向に沿って複数条形成
してあり、かつ、受は口2の形状に応じて所要の直径9
幅、厚さ、テーパーを持たせである。
As shown in FIG. 2, this short tube 3 has a plurality of convex stripes 4 formed along the axial direction on its inner circumferential surface and protrudes along the circumferential direction, and the receiver is located at the opening 2. Required diameter 9 depending on shape
It has width, thickness, and taper.

この短管3のコンクリート管1への取付けは、図示例の
様にその外面に複数個のアンカー片5を設けておき、短
管3を型枠内に取外し可能な方法で取付けて遠心力成形
を利用して配装する。
To attach the short pipe 3 to the concrete pipe 1, a plurality of anchor pieces 5 are provided on the outer surface of the concrete pipe 1 as shown in the figure, and the short pipe 3 is removably attached to the formwork and centrifugally formed. Deploy using.

一方、上記受は口2に対する差しロ6先端部には小径部
6aが形成され、この少径部6aにリング状ガスケット
7を配置しである。
On the other hand, in the receiver, a small diameter part 6a is formed at the tip of the insertion hole 6 relative to the opening 2, and a ring-shaped gasket 7 is arranged in this small diameter part 6a.

このガスケット7の外周面には円周方向に沿って突出す
る突起部7aが軸方向に沿って複数条設けられている。
A plurality of protrusions 7a protruding along the circumferential direction are provided on the outer peripheral surface of the gasket 7 along the axial direction.

第3図は同様に、上記短管3を印ロー継手によるコンク
リート筈1,1の受は口2の内面に配装した場合の断面
図であり、上記ソケット継手の場合と同様に、受は口2
の内面に短管3を配装し、この短管3と差し口6との間
隙にはリング状ガスケット7を配置しである。
Similarly, FIG. 3 is a cross-sectional view of the case where the short pipe 3 is installed on the inner surface of the opening 2 of the concrete fitting 1, 1 using an in-and-out joint. Mouth 2
A short pipe 3 is arranged on the inner surface of the pipe, and a ring-shaped gasket 7 is arranged in the gap between the short pipe 3 and the spigot 6.

しかして、本考案の継手によると、差し口6を受は口2
に対して挿入すると、差し口6に設けられたガスケット
7は受は口2の短管3に接触しながら挿入されていき、
短管3の凸条部4に当接する。
According to the joint of the present invention, the socket 6 is connected to the socket 2.
When inserted into the socket, the gasket 7 provided on the socket 6 is inserted while contacting the short pipe 3 of the socket 2,
It comes into contact with the protruding portion 4 of the short pipe 3.

そして、さらに差し口6を押し込むと、ガスケット7の
突起部7aは、短管3の凸条部4に圧接して係合し、所
定位置に位置決めされる。
When the spigot 6 is further pushed in, the protrusion 7a of the gasket 7 comes into pressure contact with and engages with the protrusion 4 of the short tube 3, and is positioned at a predetermined position.

以上述べたように本考案の遠心力成形によるコンクリー
ト管の継手によれば、コンクリート管の受は口内面に、
金属製またはプラスチック製の硬質性の短管を配装し、
かつ差し口外面に軟質性のガスケットを配装したので、
差し口挿入時におけるガスケットの磨滅を防止し、挿入
作業を容易に行なうことができる。
As described above, according to the joint for concrete pipes formed by centrifugal force forming of the present invention, the receiver of the concrete pipe is placed on the inner surface of the mouth.
Equipped with short hard pipes made of metal or plastic,
In addition, a soft gasket is installed on the outer surface of the spigot, so
This prevents the gasket from being worn out when inserting the spigot, making the insertion work easier.

また、短管は、薄硬板で形成されているので、接合部に
おいては短管に設けた複数条の凸条部がガスケットの突
起部に弾撥的に圧接することから、この部分での接触圧
が大となり、確実な止水効果が得られる。
In addition, since the short tube is made of a thin hard plate, the multiple protruding stripes provided on the short tube elastically press against the protrusion of the gasket at the joint, so that the The contact pressure is large and a reliable water-stopping effect can be obtained.

さらに短管は遠心力成形を利用して、アンカー片を埋設
することで受は口内面に固着されるので、極めて作業性
が良好であり、かつ確実に固定される。
Furthermore, the short tube utilizes centrifugal force forming to embed the anchor piece so that the receiver is fixed to the inner surface of the mouth, resulting in extremely good workability and secure fixation.

またさらに、受は口に対して差し口を挿入した際に、ガ
スケットの突起部が短管の凸条部に係合して位置決めさ
れるので、必要以上に差し口を挿入して、先端部が受は
口の対向面に衝突するといった不具合を防止できる。
Furthermore, when the spigot is inserted into the socket, the protrusion of the gasket engages with the protrusion of the short tube to determine its position, so if the spigot is inserted further than necessary, the tip The catch can prevent problems such as colliding with the opposite surface of the mouth.

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

第1図は本考案の遠心力成形によるコンクリート管の継
手の一実施例を示す断面図、第2図は第1図における短
管を示す一部断面図、第3図は本考案を印ロー継手に適
用した断面図である。 1・・・・・・コンクリート管、2・・・・・・受は口
、3・・・・・・短管、4・・・・・・凸条部、5・・
・・・・アンカー片、6・・・・・・差し口、7・・・
・・・ガスケット、7a・・・・・・突起部。
Fig. 1 is a sectional view showing an embodiment of a concrete pipe joint made by centrifugal force forming according to the present invention, Fig. 2 is a partial sectional view showing a short pipe in Fig. It is a sectional view applied to a joint. 1... Concrete pipe, 2... Socket opening, 3... Short pipe, 4... Protruding section, 5...
...Anchor piece, 6... Socket, 7...
...Gasket, 7a...Protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 遠心力成形によるコンクリート管1,1の受は口2内面
にアンカー片5を介して配装された金属製またはプラス
チック製の薄硬板で形成された短管3と、上記受は口2
に対する差しロ6先端部外周面に形成された小径部6a
に嵌合したリング状のガスケット7とを備え、上記短管
3の内周面に、円周方向に沿って突出する凸条部4を軸
方向に沿って複数条形威し、かつ、上記ガスケット7の
外周面に、円周方向に沿って突出する突起部7aを軸方
向に沿って複数条設け、上記受は口2に差し口6を嵌入
し、上記短管3の凸条部4に上記ガスケット7の突起部
7aを圧接させて係合し、コンクリート管1,1を互い
に接続するようにしたことを特徴とする遠心力成形によ
るコンクリート管の継手。
The supports for the concrete pipes 1 and 1 formed by centrifugal force forming include a short pipe 3 formed of a thin hard plate made of metal or plastic arranged on the inner surface of the mouth 2 via an anchor piece 5;
A small diameter portion 6a formed on the outer peripheral surface of the tip of the insertion hole 6
A ring-shaped gasket 7 fitted into the short pipe 3 is provided with a plurality of convex strips 4 extending along the circumferential direction on the inner circumferential surface of the short tube 3 and extending along the axial direction. A plurality of protrusions 7a protruding along the circumferential direction are provided along the axial direction on the outer circumferential surface of the gasket 7, and the spigot 6 is fitted into the opening 2 of the receiver, and the convex strip 4 of the short pipe 3 A joint for concrete pipes formed by centrifugal force forming, characterized in that the projections 7a of the gasket 7 are brought into pressure contact with each other to connect the concrete pipes 1, 1 to each other.
JP1976073538U 1976-06-07 1976-06-07 Concrete pipe joints made by centrifugal force forming Expired JPS5811985Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1976073538U JPS5811985Y2 (en) 1976-06-07 1976-06-07 Concrete pipe joints made by centrifugal force forming

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1976073538U JPS5811985Y2 (en) 1976-06-07 1976-06-07 Concrete pipe joints made by centrifugal force forming

Publications (2)

Publication Number Publication Date
JPS52165323U JPS52165323U (en) 1977-12-14
JPS5811985Y2 true JPS5811985Y2 (en) 1983-03-07

Family

ID=28545857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1976073538U Expired JPS5811985Y2 (en) 1976-06-07 1976-06-07 Concrete pipe joints made by centrifugal force forming

Country Status (1)

Country Link
JP (1) JPS5811985Y2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1080305A (en) * 1965-03-13 1967-08-23 Hepworth Iron Co Ltd Improvements in or relating to vitrified clay piping or conduit
GB1093542A (en) * 1965-12-10 1967-12-06 Cen Vi Ro Pipe Corp Pipe joint synthetic plastic concrete
JPS4510538Y1 (en) * 1965-06-14 1970-05-14
JPS4512688Y1 (en) * 1966-08-25 1970-06-02
JPS493884U (en) * 1972-04-12 1974-01-14

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090217U (en) * 1973-12-18 1975-07-30

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1080305A (en) * 1965-03-13 1967-08-23 Hepworth Iron Co Ltd Improvements in or relating to vitrified clay piping or conduit
JPS4510538Y1 (en) * 1965-06-14 1970-05-14
GB1093542A (en) * 1965-12-10 1967-12-06 Cen Vi Ro Pipe Corp Pipe joint synthetic plastic concrete
JPS4512688Y1 (en) * 1966-08-25 1970-06-02
JPS493884U (en) * 1972-04-12 1974-01-14

Also Published As

Publication number Publication date
JPS52165323U (en) 1977-12-14

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