JPH09210270A - Joint for underground buried pipe - Google Patents

Joint for underground buried pipe

Info

Publication number
JPH09210270A
JPH09210270A JP8021022A JP2102296A JPH09210270A JP H09210270 A JPH09210270 A JP H09210270A JP 8021022 A JP8021022 A JP 8021022A JP 2102296 A JP2102296 A JP 2102296A JP H09210270 A JPH09210270 A JP H09210270A
Authority
JP
Japan
Prior art keywords
pipe
underground buried
joint
connection
resin
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.)
Withdrawn
Application number
JP8021022A
Other languages
Japanese (ja)
Inventor
Akira Matsuda
章 松田
Kiyoshi Horiike
潔 堀池
Shinichi Suzuki
伸一 鈴木
Masao Nakagawa
雅夫 中川
Shigeru Nakagawa
茂 中川
Takeshi Ishizawa
毅 石澤
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.)
JFE Steel Corp
JFE Engineering Corp
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
Sumitomo Metal Industries Ltd
Kawasaki Steel Corp
NKK Corp
Nippon Kokan Ltd
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 Nippon Steel Corp, Sumitomo Metal Industries Ltd, Kawasaki Steel Corp, NKK Corp, Nippon Kokan Ltd filed Critical Nippon Steel Corp
Priority to JP8021022A priority Critical patent/JPH09210270A/en
Publication of JPH09210270A publication Critical patent/JPH09210270A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve a follow-up relating to the ground displacement or the like and prevent generation of separation in a joint part and connect a plurality of underground buried pipes at a time. SOLUTION: In a joint, a plurality of underground buried pipes P and connection pipes P' movably held in a vertical direction are connected while impeding moving in a horizontal direction by respectively paired pipe pillows 11a. The joint is formed by a resin pipe 12 covering a connection part between the underground buried pipe P and the connection pipe P' in a holding condition and a sleeve pipe 15 externally fitting by the resin pipe 12 in order to hold a condition covering the connection part between the underground buried pipe P and the connection pipe P' in a holding condition. The resin pipe 12 is divided into two parts in a half split shape, its internal peripheral part is provided with a groove 12a storing a protrusion 13 protrusively provided in a pipe end part peripheral surface of the underground buried pipe P, groove 12b making the connection pipe P' slidable by a prescribed amount/while storing the protrusion 13 protrusively provided in a pipe end part peripheral surface of the connection pipe P', and storage grooves 12c, 12d of a rubber ring 14 for ensuring air-tightness and water stopping between the underground buried pipe P, connection pipe P' and the resin pipe 12.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、地下埋設管同士を
機械的に接合する管継手に関するものである。
TECHNICAL FIELD The present invention relates to a pipe joint for mechanically joining underground buried pipes.

【0002】[0002]

【従来の技術】近年、電力線や通信線の地中埋設化が進
められているが、そのケーブル保護管には、地震等の耐
震時における耐震性の向上が求められている。具体的に
は、地震時の地盤変位に対する追従性が良く、かつ、継
手部での離脱が発生しないような伸縮機構と離脱防止機
構を有する管継手が求められている。
2. Description of the Related Art In recent years, undergrounding of power lines and communication lines has been promoted, and the cable protection tube is required to have improved seismic resistance during earthquakes. Specifically, there is a demand for a pipe joint that has good followability to ground displacement during an earthquake and that has an expansion mechanism and a separation prevention mechanism that prevent disengagement at the joint.

【0003】ところが、従来の地下埋設管用継手は、図
5に示すような、対をなす半割のスリーブ1a,1b
で、接続すべき地下埋設管Pの管端を抱持状に覆い、こ
れら半割のスリーブ1a,1bをボルト2とナット3で
締結するものや、図6に示すような、継手本体4の内周
側に接続すべき地下埋設管Pの抜け防止リング5を内装
し、この抜け防止リング5の内周面に突設したノッチ状
突起5aを、接続すべき地下埋設管Pの外周に噛み込ま
せるものが一般的である。なお、図6中の6はゴムリン
グである。
However, the conventional underground pipe joint has a pair of half sleeves 1a and 1b as shown in FIG.
Then, the pipe end of the underground buried pipe P to be connected is covered in a hug shape, and these half sleeves 1a and 1b are fastened with bolts 2 and nuts 3, or as shown in FIG. The slip-out prevention ring 5 of the underground buried pipe P to be connected to the inner peripheral side is internally provided, and the notch-shaped projection 5a protruding on the inner peripheral surface of the slip-out prevention ring 5 is engaged with the outer circumference of the underground buried pipe P to be connected. It is common to include it. In addition, 6 in FIG. 6 is a rubber ring.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、図5及
び図6に示したような、従来の管継手は、いずれも伸縮
機能を有しておらず、地震時の地盤変位に対する追従性
がない。加えて、図5に示す管継手は離脱防止機構をも
備えていない。ただ、図6に示す管継手では、ノッチ状
突起5aが地下埋設管Pの外周面に噛み込んでストッパ
ー機能を発揮することになってはいるものの、地震時の
ように、高速で管継手が引っ張られた場合に、確実に効
果があるのか、信頼性に劣る可能性がある。さらに、こ
れらの管継手はいずれも一本毎に接続するものであり、
作業性の点でも問題がある。
However, none of the conventional pipe joints as shown in FIG. 5 and FIG. 6 has the expansion and contraction function and does not follow the ground displacement during an earthquake. In addition, the pipe joint shown in FIG. 5 does not have a separation prevention mechanism. However, in the pipe joint shown in FIG. 6, although the notch-shaped projection 5a is supposed to be engaged with the outer peripheral surface of the underground buried pipe P to exert a stopper function, the pipe joint can be operated at high speed like an earthquake. If it is pulled, it may have a certain effect, or it may be less reliable. In addition, these pipe joints are all connected one by one,
There is also a problem in terms of workability.

【0005】本発明は、上記した従来の問題点に鑑みて
なされたものであり、地震時の地盤変位に対する追従性
が良く、かつ、継手部での離脱が発生しないような伸縮
機構と離脱防止機構を有するとともに、複数の地下埋設
管を一度に接続することができる地下埋設管用管継手を
提供することを目的としている。
The present invention has been made in view of the above-mentioned problems of the prior art, and has an expansion mechanism and a separation prevention mechanism that have good followability to ground displacement during an earthquake and that do not separate at the joint. An object of the present invention is to provide a pipe joint for an underground buried pipe, which has a mechanism and can connect a plurality of underground buried pipes at one time.

【0006】[0006]

【課題を解決するための手段】上記した目的を達成する
ために、本発明の地下埋設管用継手は、それぞれ対をな
す管枕によって一方向の移動を阻止されつつ、これと直
角方向の移動自在に保持された複数の地下埋設管同士を
接続する継手であって、前記地下埋設管同士の接続部を
抱持状に覆う樹脂パイプと、この樹脂パイプで地下埋設
管同士の接続部を抱持状に覆った状態を保持すべくこれ
に外嵌するスリーブ管とで形成され、前記樹脂パイプは
半割状に二分割されており、その内周部には、一方の地
下埋設管の管端部外周面に突設した突起を収納する溝
と、他方の地下埋設管の管端部外周面に突設した突起を
収納しつつ、他方の地下埋設管を所定量のスライド自在
となす溝と、さらに前記両地下埋設管と樹脂パイプ間の
気密性,止水性を確保するためのゴムリングの収納溝を
設けているのである。
In order to achieve the above-mentioned object, the joint for underground buried pipe of the present invention is movable in one direction while being prevented from moving in one direction by a pair of pipe pillows. Which is a joint for connecting a plurality of underground buried pipes held to each other, and a resin pipe which covers the connection between the underground buried pipes in a hug shape, and a joint between the underground buried pipes is held by this resin pipe. It is formed with a sleeve pipe that fits over it in order to maintain the state of being covered in a circular shape, and the resin pipe is divided into two halves, and the pipe end of one underground buried pipe is in the inner peripheral part. A groove for accommodating a protrusion projecting on the outer peripheral surface of the other part, and a groove for accommodating the protrusion protruding on the outer peripheral surface of the pipe end of the other underground embedding pipe while allowing the other underground embedding pipe to slide by a predetermined amount. In addition, the airtightness and waterproofness between the above two underground buried pipes and the resin pipes are ensured. It is the is provided a receiving groove of the rubber ring for.

【0007】[0007]

【発明の実施の形態】本発明の地下埋設管用継手は、そ
れぞれ対をなす管枕によって一方向の移動を阻止されつ
つ、これと直角方向の移動自在に保持された複数の地下
埋設管同士を接続する継手であって、前記地下埋設管同
士の接続部を抱持状に覆う樹脂パイプと、この樹脂パイ
プで地下埋設管同士の接続部を抱持状に覆った状態を保
持すべくこれに外嵌するスリーブ管とで形成される。そ
して、前記樹脂パイプは半割状に二分割されており、そ
の内周部には、一方の地下埋設管の管端部外周面に連続
して、または断続して突設した突起を収納する溝と、他
方の地下埋設管の管端部外周面に連続して、または断続
して突設した突起を収納しつつ、他方の地下埋設管を所
定量のスライド自在となす溝と、さらに前記両地下埋設
管と樹脂パイプ間の気密性,止水性を確保するためのゴ
ムリングの収納溝を設けている。
BEST MODE FOR CARRYING OUT THE INVENTION The underground burying pipe joint of the present invention has a plurality of underground burying pipes held movably in a direction perpendicular to the pipe tubs while being prevented from moving in one direction by a pair of pipe pillows. A joint for connection, in which a resin pipe that covers the connection portion between the underground buried pipes in a hug state and a state in which the connection portion between the underground buried pipes is covered in a hug state by this resin pipe It is formed with a sleeve tube that fits over. The resin pipe is divided into two halves, and the inner peripheral portion of the resin pipe accommodates a projection that is continuously or intermittently projected on the outer peripheral surface of one of the underground buried pipes. A groove and a groove for accommodating a protrusion protruding continuously or intermittently on the outer peripheral surface of the pipe end portion of the other underground buried pipe, while making the other underground buried pipe slidable by a predetermined amount, and A rubber ring storage groove is provided to ensure airtightness and water resistance between both underground pipes and resin pipes.

【0008】本発明の地下埋設管用継手は、地下埋設管
同士の接続部を抱持状に覆う樹脂パイプを半割状に二分
割し、その内周部に、一方の地下埋設管の管端部外周面
に連続して、または断続して突設した突起を収納する溝
を設けた構成なので、一方の地下埋設管は前記溝によっ
て軸方向の移動が阻止され、固定される。また、樹脂パ
イプの内周部には、他方の地下埋設管の管端部外周面に
連続して、または断続して突設した突起を、所定量のス
ライド自在に収納する溝を設けた構成なので、他方の地
下埋設管は前記溝によって軸方向に所定量の移動が自在
となる。また、これら接続する両地下埋設管と樹脂パイ
プ間は、収納溝内のゴムリングによって気密性,止水性
が確保される。
In the underground buried pipe joint of the present invention, a resin pipe that covers the connection between underground buried pipes in a hug manner is divided into two halves, and the pipe end of one of the underground buried pipes is divided into two halves. Since the groove is provided on the outer peripheral surface of the part for accommodating the projection that is continuously or intermittently provided, one underground buried pipe is fixed by being prevented from moving in the axial direction by the groove. Further, the inner peripheral portion of the resin pipe is provided with a groove for slidably accommodating a predetermined amount of a protrusion protruding continuously or intermittently from the outer peripheral surface of the pipe end portion of the other underground buried pipe. Therefore, the other underground buried pipe can be moved by a predetermined amount in the axial direction by the groove. Further, between the underground pipes and the resin pipe that are connected to each other, the airtightness and the water stop are secured by the rubber ring in the storage groove.

【0009】[0009]

【実施例】以下、本発明の地下埋設管用継手を図1〜図
4に示す一実施例に基づいて説明する。図1は樹脂パイ
プをスリーブ管に挿入する前における本発明の地下埋設
管用継手の縦断面図、図2は図1の側面方向から見た
図、図3は本発明の地下埋設管用継手におけるボルトの
締めつけ要領図、図4は本発明の地下埋設管用継手の構
成要素である樹脂パイプの横断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The underground buried pipe joint of the present invention will be described below with reference to an embodiment shown in FIGS. FIG. 1 is a vertical cross-sectional view of the underground buried pipe joint of the present invention before inserting the resin pipe into the sleeve pipe, FIG. 2 is a side view of FIG. 1, and FIG. 3 is a bolt in the underground buried pipe joint of the present invention. 4 is a transverse sectional view of a resin pipe which is a constituent element of the underground buried pipe joint of the present invention.

【0010】図1〜図4において、11a,11bは対
をなす管枕であり、このうちの一方の管枕11aは接続
しようとする地下埋設管Pを挿入可能な間隔を設けて例
えば4本水平配置した脚部材11aaを設けた構成であ
り、また、他方の管枕11bは前記一方の管枕11aの
脚部材11aaを嵌め込む嵌入穴11baを設けた構成
である。
1 to 4, 11a and 11b are tube pillows forming a pair, and one of the tube pillows 11a is provided with a space for inserting the underground buried pipe P to be connected, for example, four tubes. The horizontally arranged leg member 11aa is provided, and the other tube pillow 11b is provided with a fitting hole 11ba into which the leg member 11aa of the one tube pillow 11a is fitted.

【0011】12は地下埋設管Pと接続しようとする地
下埋設管(以下、「接続管」という)P’の管端同士を
抱持状に覆う樹脂パイプであり、この樹脂パイプ12
は、図4に示すように、縦断面方向に二分割した半割状
に形成されており、この二分割した半割状の樹脂パイプ
12で前記地下埋設管Pと接続管P’の接続部を覆った
後、この二分割した樹脂パイプ12の嵌合部を接着剤で
接合する。
Reference numeral 12 is a resin pipe which covers the pipe ends of an underground buried pipe (hereinafter referred to as a "connecting pipe") P'which is to be connected to the underground buried pipe P in a hug manner.
As shown in FIG. 4, it is formed in a half-divided shape which is divided into two in the longitudinal section direction, and the connecting portion of the underground buried pipe P and the connecting pipe P ′ is formed by the two-divided half-divided resin pipe 12. After covering, the fitting portion of the resin pipe 12 divided into two is joined with an adhesive.

【0012】ところで、本発明の地下埋設管用継手で
は、地下埋設管Pと接続管P’の管端部外周面に、例え
ば丸鋼を溶接してそれぞれ突起13を形成するととも
に、地下埋設管P及び接続管P’とこれらを抱持状に覆
った樹脂パイプ12間の気密性,止水性を確保するため
のゴムリング14を嵌め合わせている。
By the way, in the underground buried pipe joint of the present invention, for example, round steel is welded to the outer peripheral surfaces of the underground buried pipe P and the connecting pipe P'to form the projections 13, respectively. Further, a rubber ring 14 is fitted between the connecting pipe P'and the resin pipe 12 covering the connecting pipe P'in a holding manner to ensure airtightness and water blocking.

【0013】一方、前記樹脂パイプ12の内周部には、
前記それぞれの突起13を収納する溝12a,12b
と、ゴムリング14を収納する収納溝12c,12dが
設けられている。そして、前記した溝12a,12bの
うち、例えば図1の右側に位置する接続管P’の突起1
3を収納する溝12bを樹脂パイプ12の軸方向に延長
し、この接続管P’が前記延長した分だけ軸方向にスラ
イドできるようにしている。
On the other hand, on the inner peripheral portion of the resin pipe 12,
Grooves 12a, 12b for accommodating the respective protrusions 13
And storage grooves 12c and 12d for storing the rubber ring 14 are provided. Then, of the above-mentioned grooves 12a and 12b, for example, the protrusion 1 of the connecting pipe P ′ located on the right side of FIG.
The groove 12b for housing 3 is extended in the axial direction of the resin pipe 12 so that the connecting pipe P'can slide in the axial direction by the extended amount.

【0014】15は前記したような樹脂パイプ12によ
って地下埋設管Pと接続管P’の接続部を抱持状に覆っ
た状態を保持すべく、これらに外嵌するスリーブ管であ
る。本発明の地下埋設管用継手は上記したような構成で
あり、次にこのような構成の本発明継手を用いて地下埋
設管Pと接続管P’を接続する方法を説明する。
Numeral 15 is a sleeve pipe which is fitted onto the underground buried pipe P and the connecting pipe P'in order to hold the state in which the connecting portion of the underground buried pipe P and the connecting pipe P'is covered in a hug state by the resin pipe 12 as described above. The underground buried pipe joint of the present invention has the above-described structure. Next, a method for connecting the underground buried pipe P and the connecting pipe P ′ using the joint of the present invention having such a structure will be described.

【0015】先ず、一方の管枕11aの各脚部材11a
aの間に、図2に示すように、例えば各段3本ずつ、3
段で9本の地下埋設管Pを通した後、他方の管枕11b
の嵌入穴11baに前記脚部材11aaを嵌め込む。こ
れによって、9本の地下埋設管Pは垂直方向の移動を阻
止されつつ、水平方向の移動自在に保持されることにな
る。
First, each leg member 11a of one tube pillow 11a
Between a, as shown in FIG.
After passing 9 underground buried pipes P on the steps, the other pipe pillow 11b
The leg member 11aa is fitted into the fitting hole 11ba. As a result, the nine underground buried pipes P are held movably in the horizontal direction while being prevented from moving in the vertical direction.

【0016】そして、対をなす管枕11a,11bによ
って、垂直方向の移動を阻止されつつ、水平方向の移動
自在に保持された9本の地下埋設管Pの管端に対して接
続管P’の管端を相対配置した状態で、これら9本ずつ
の地下埋設管P,接続管P’の管端同士を二分割した樹
脂パイプ12で抱持状に覆い、この二分割した樹脂パイ
プ12の嵌合部を接着剤で接合する。なお、接続管P’
には、予めスリーブ管15を外嵌しておく。
The connecting pipes P'are connected to the pipe ends of the nine underground buried pipes P held movably in the horizontal direction while being prevented from moving in the vertical direction by the pair of pipe pillows 11a and 11b. In a state where the pipe ends of the above are relatively arranged, the pipe ends of the nine underground buried pipes P and the connecting pipes P ′ are covered with the resin pipe 12 which is divided into two, and the resin pipe 12 is divided into two. Join the mating parts with an adhesive. In addition, connection pipe P '
The sleeve tube 15 is externally fitted in advance.

【0017】次に、接続管P’に一方の管枕11aの各
脚部材11aaを挿入した後、他方の管枕11bの嵌入
穴11baに前記脚部材11aaを嵌め込む。そして、
この接続管P’を水平方向の移動自在に保持する対をな
す管枕11a,11bと、地下埋設管Pを水平方向の移
動自在に保持する対をなす管枕11a,11bに、図3
に示すように、ボルト16をセットし、ナット17で締
め付ける。これにより、スリーブ管15が管枕11a,
11bに押されて図1の左方向に移動し、樹脂パイプ1
2に外嵌されて継手の組み立てが完了する。
Next, after inserting each leg member 11aa of the one tube pillow 11a into the connecting pipe P ', the leg member 11aa is fitted into the fitting hole 11ba of the other tube pillow 11b. And
The pair of pipe pillows 11a and 11b that horizontally hold the connecting pipe P ′ and the pair of pipe pillows 11a and 11b that horizontally hold the underground buried pipe P are shown in FIG.
Set the bolt 16 and tighten the nut 17 as shown in FIG. As a result, the sleeve tube 15 is replaced by the tube pillow 11a,
It is pushed by 11b and moves to the left in FIG.
Then, the fitting is completed and the assembly of the joint is completed.

【0018】かかる構成の本発明の地下埋設管用継手で
は、継手部のスライド量は溝12bの長さで調節する。
また、継手部の最終耐力は溝12a,12b及び収納溝
12c,12dの樹脂厚さと材質で調節する。なお、本
実施例ではスリーブ管15が樹脂パイプ12に外嵌し易
くするために、樹脂パイプ12の一方端部にテーパを設
けたものを開示しているが、このテーパは必須ではな
い。また、本実施例では、丸鋼を溶接することで連続し
た突起13を形成したものを開示したが、突起13は断
続的なものでもよく、また他の部材を用いたものでもよ
い。
In the underground buried pipe joint of the present invention thus constructed, the sliding amount of the joint portion is adjusted by the length of the groove 12b.
Further, the final proof stress of the joint portion is adjusted by the resin thickness and material of the grooves 12a and 12b and the storage grooves 12c and 12d. Although the sleeve pipe 15 is provided with a taper at one end of the resin pipe 12 in order to facilitate the external fitting of the sleeve pipe 15 to the resin pipe 12 in this embodiment, this taper is not essential. Further, in the present embodiment, the continuous projection 13 is formed by welding round steel, but the projection 13 may be intermittent, or other members may be used.

【0019】[0019]

【発明の効果】以上説明したように、本発明の地下埋設
管用継手では、複数の地下埋設管同士を一度に接続する
ことができ、このうちの一方の地下埋設管は溝によって
軸方向の移動が阻止されて固定され、また、他方の地下
埋設管は溝によって軸方向に所定量の移動が自在となる
ので、地震時の地盤変位に対する追従性が良く、かつ、
継手部での離脱が発生しない。また、これら接続する地
下埋設管と樹脂パイプ間は、収納溝内のゴムリングによ
って気密性,止水性が確保される。
As described above, in the underground buried pipe joint of the present invention, it is possible to connect a plurality of underground buried pipes at a time, and one of the underground buried pipes is axially moved by the groove. Is blocked and fixed, and the other underground pipe can be moved by a predetermined amount in the axial direction due to the groove, so it has good followability to ground displacement during an earthquake, and
No disengagement at the joint. Further, between the underground buried pipe and the resin pipe which are connected to each other, airtightness and water blocking are secured by the rubber ring in the storage groove.

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

【図1】樹脂パイプをスリーブ管に挿入する前における
本発明の地下埋設管用継手の縦断面図である。
FIG. 1 is a vertical cross-sectional view of an underground buried pipe joint of the present invention before a resin pipe is inserted into a sleeve pipe.

【図2】図1の側面方向から見た図である。FIG. 2 is a side view of FIG.

【図3】本発明の地下埋設管用継手におけるボルトの締
めつけ要領図である。
FIG. 3 is a diagram for tightening bolts in the underground buried pipe joint of the present invention.

【図4】本発明の地下埋設管用継手の構成要素である樹
脂パイプの横断面図である。
FIG. 4 is a cross-sectional view of a resin pipe which is a constituent element of the underground buried pipe joint of the present invention.

【図5】従来の地下埋設管用継手の第1の例を示すもの
で、(a)は正面図、(b)は側面図である。
FIG. 5 shows a first example of a conventional underground pipe joint, (a) is a front view and (b) is a side view.

【図6】従来の地下埋設管用継手の第2の例を示す縦断
面図である。
FIG. 6 is a vertical cross-sectional view showing a second example of a conventional underground buried pipe joint.

【符号の説明】[Explanation of symbols]

11a 管枕 11b 管枕 12 樹脂パイプ 12a 溝 12b 溝 12c 収納溝 12d 収納溝 13 突起 14 ゴムリング 15 スリーブ管 P 地下埋設管 P’ 接続管 11a Pipe pillow 11b Pipe pillow 12 Resin pipe 12a Groove 12b Groove 12c Storage groove 12d Storage groove 13 Protrusion 14 Rubber ring 15 Sleeve pipe P Underground pipe P'Connection pipe

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000001258 川崎製鉄株式会社 兵庫県神戸市中央区北本町通1丁目1番28 号 (72)発明者 松田 章 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内 (72)発明者 堀池 潔 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内 (72)発明者 鈴木 伸一 東京都千代田区大手町2丁目6番3号 新 日本製鐵株式会社内 (72)発明者 中川 雅夫 東京都千代田区大手町2丁目6番3号 新 日本製鐵株式会社内 (72)発明者 中川 茂 東京都千代田区丸の内一丁目1番2号 日 本鋼管株式会社内 (72)発明者 石澤 毅 東京都千代田区内幸町2丁目2番3号 川 崎製鉄株式会社東京本社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (71) Applicant 000001258 Kawasaki Steel Co., Ltd. 1-228 Kitahonmachi-dori, Chuo-ku, Kobe-shi, Hyogo Prefecture (72) Inventor Akira Matsuda 4--5 Kitahama, Chuo-ku, Osaka-shi, Osaka No. 33 Sumitomo Metal Industries, Ltd. (72) Inventor Kiyoshi Horiike 4-5-5 Kitahama, Chuo-ku, Osaka-shi, Osaka No. 33 Sumitomo Metal Industries, Ltd. (72) Inventor Shin-ichi Suzuki 2-6, Otemachi, Chiyoda-ku, Tokyo No. 3 within Nippon Steel Co., Ltd. (72) Inventor Masao Nakagawa 2-6-3 Otemachi, Chiyoda-ku, Tokyo Inside No. 3 Nippon Steel Co., Ltd. (72) Inventor Shigeru Nakagawa 1-chome Marunouchi, Chiyoda-ku, Tokyo No. 1-2 Nihon Steel Pipe Co., Ltd. (72) Inventor Tsuyoshi Ishizawa 2-3 2-3 Uchisaiwaicho, Chiyoda-ku, Tokyo Kawasaki Steel Works Tokyo Head Office

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 それぞれ対をなす管枕によって一方向の
移動を阻止されつつ、これと直角方向の移動自在に保持
された複数の地下埋設管同士を接続する継手であって、
前記地下埋設管同士の接続部を抱持状に覆う樹脂パイプ
と、この樹脂パイプで地下埋設管同士の接続部を抱持状
に覆った状態を保持すべくこれに外嵌するスリーブ管と
で形成され、前記樹脂パイプは半割状に二分割されてお
り、その内周部には、一方の地下埋設管の管端部外周面
に突設した突起を収納する溝と、他方の地下埋設管の管
端部外周面に突設した突起を収納しつつ、他方の地下埋
設管を所定量のスライド自在となす溝と、さらに前記両
地下埋設管と樹脂パイプ間の気密性,止水性を確保する
ためのゴムリングの収納溝を設けたことを特徴とする地
下埋設管用継手。
1. A joint for connecting a plurality of underground buried pipes, which are movably held in a direction perpendicular to the pipe pillows, each of which is prevented from moving in one direction by a pair of pipe pillows.
With a resin pipe that covers the connection between the underground buried pipes in a hug shape, and a sleeve pipe that is fitted onto the resin pipe to hold the connection between the underground buried pipes in a hug shape. The resin pipe is divided into two halves, the inner peripheral portion of which has a groove for accommodating a projection protruding from the outer peripheral surface of the pipe end portion of one underground buried pipe and the other underground buried pipe. While accommodating the protrusion protruding from the outer peripheral surface of the pipe end, the other underground buried pipe is slidable by a predetermined amount, and the airtightness and water shutoff between the two underground buried pipes and the resin pipe are also provided. An underground buried pipe joint characterized by having a rubber ring storage groove for securing the same.
JP8021022A 1996-02-07 1996-02-07 Joint for underground buried pipe Withdrawn JPH09210270A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8021022A JPH09210270A (en) 1996-02-07 1996-02-07 Joint for underground buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8021022A JPH09210270A (en) 1996-02-07 1996-02-07 Joint for underground buried pipe

Publications (1)

Publication Number Publication Date
JPH09210270A true JPH09210270A (en) 1997-08-12

Family

ID=12043415

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8021022A Withdrawn JPH09210270A (en) 1996-02-07 1996-02-07 Joint for underground buried pipe

Country Status (1)

Country Link
JP (1) JPH09210270A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111917075A (en) * 2020-07-10 2020-11-10 杭州中能管业有限公司 MPP power cable protection pipe that intensity is high withstand voltage nature is good

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111917075A (en) * 2020-07-10 2020-11-10 杭州中能管业有限公司 MPP power cable protection pipe that intensity is high withstand voltage nature is good
CN111917075B (en) * 2020-07-10 2021-08-27 杭州中能管业有限公司 MPP power cable protection pipe that intensity is high withstand voltage nature is good

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Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20030506