JP2000240883A - Polyethylene pipe coupling structure of steel pipe line - Google Patents

Polyethylene pipe coupling structure of steel pipe line

Info

Publication number
JP2000240883A
JP2000240883A JP11040750A JP4075099A JP2000240883A JP 2000240883 A JP2000240883 A JP 2000240883A JP 11040750 A JP11040750 A JP 11040750A JP 4075099 A JP4075099 A JP 4075099A JP 2000240883 A JP2000240883 A JP 2000240883A
Authority
JP
Japan
Prior art keywords
polyethylene pipe
polyethylene
pipe joint
steel
steel pipe
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.)
Pending
Application number
JP11040750A
Other languages
Japanese (ja)
Inventor
Tsuyoshi Mizukami
剛志 水上
Akihiko Kato
昭彦 加藤
Eiji Matsuyama
英治 松山
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 Engineering Corp
Original Assignee
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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP11040750A priority Critical patent/JP2000240883A/en
Publication of JP2000240883A publication Critical patent/JP2000240883A/en
Pending legal-status Critical Current

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  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the polyethylene pipe coupling structure of a steel pipe line to be simply laid, without being affect by a rainy weather and superior in earthquake resistance. SOLUTION: This polyethylene pipe coupling structure comprises a polyethylene pipe coupling 11a, a steel pipe 14a having an end part fitted in the polyethylene pipe coupling 11a and the end part 12a provided with a cut-through part 13a through which the inner peripheral surface of the polyethylene pipe coupling 11a is cut, a steel pipe 14b in which an end part 12b is fitted in and provided with a cut-through part 13b through which the inner peripheral surface of the polyethylene pipe coupling 11a is cut through the end part 12, and fastening tools 15a and 15b mounted on the outside of the polyethylene pipe coupling 11a. This constitution simplifies all mechanical works to joint the steel pipes 14a and 14b and the polyethylene pipe coupling 11a.

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】本発明は鋼管管路にポリエチ
レン管継手を使用したポリエチレン管継手構造に関す
る。
The present invention relates to a polyethylene pipe joint structure using a polyethylene pipe joint in a steel pipe line.

【0002】[0002]

【従来の技術】鋼管(被覆鋼管等を含む総称名)は、ガ
ス導管、水道管等の配管に用いられており、配管は土地
の有効活用等から一般に埋設管が多く採用されている。
しかし、埋設管は、地震、或いは地盤沈下により発生す
る地盤変位により配管の管路が変形する場合がある。
2. Description of the Related Art Steel pipes (general names including coated steel pipes, etc.) are used for piping such as gas pipes and water pipes, and buried pipes are generally used for pipes because of effective use of land.
However, the buried pipe may be deformed due to ground displacement caused by an earthquake or land subsidence.

【0003】この対策の一例として、特開平10−61
867号公報に、鋼管の継手にポリエチレン管を使用し
て配設された管路が開示されている。図6は上記管路の
配置を説明する図であり、図7は図6の記号Aで示す継
手を含む近傍部分の拡大断面図である。図6に示すよう
に、管路1は外面ポリエチレン被覆鋼管2がポリエチレ
ン管継手3を使用して配置されている。
As an example of this measure, Japanese Patent Laid-Open Publication No. Hei 10-61
No. 867 discloses a pipeline provided by using a polyethylene pipe for a steel pipe joint. FIG. 6 is a view for explaining the arrangement of the pipes, and FIG. 7 is an enlarged sectional view of a portion including a joint indicated by a symbol A in FIG. As shown in FIG. 6, a pipe 1 is configured such that an outer surface polyethylene-coated steel pipe 2 is arranged using a polyethylene pipe joint 3.

【0004】ポリエチレン管継手3は、図7に示すよう
に、鋼管4の全面を被覆用ポリエチレン5により被覆し
たもので、その端部にポリエチレン管継手3の端面を相
互に熱融着している。ポリエチレン管継手3を備えた外
面ポリエチレン被覆鋼管2は、相隣接して設置し、接触
して対面するポリエチレン管継手3の端面7を相互に熱
融着接合し、外面ポリエチレン被覆鋼管2を接合した管
路1を配設している。符号6は内面塗装を示す。
As shown in FIG. 7, a polyethylene pipe joint 3 has a steel pipe 4 entirely covered with a coating polyethylene 5, and the end faces of the polyethylene pipe joint 3 are heat-sealed to each other. . The outer polyethylene-coated steel pipes 2 provided with the polyethylene pipe joints 3 were installed adjacent to each other, and the end faces 7 of the polyethylene pipe joints 3 facing and contacting each other were heat-sealed to each other to join the outer polyethylene-coated steel pipes 2. Pipe line 1 is provided. Reference numeral 6 indicates an inner surface coating.

【0005】上記ポリエチレン管継手3によれば、現地
での管路配設の際、管路の構成単位である外面ポリエチ
レン被覆鋼管2の接合部での溶接と内・外面塗装とを省
略でき、工程の短縮、工費の節約を図ることができる。
[0005] According to the above-mentioned polyethylene pipe joint 3, at the time of arranging the pipe line on site, welding at the joint portion of the outer polyethylene coated steel pipe 2, which is a constituent unit of the pipe line, and inner / outer surface coating can be omitted. It is possible to shorten the process and save the construction cost.

【0006】また、現地において、外面ポリエチレン被
覆鋼管2の接合部に対して、溶接接合によることなく、
継手部はポリエチレンの熱融着接合により止水性を確保
できる。
In the field, the joint of the outer surface polyethylene-coated steel pipe 2 is not welded to the joint.
The joint portion can secure water stoppage by heat fusion bonding of polyethylene.

【0007】また、継手にポリエチレン管3を使用して
いるので、地震変位に対してポリエチレン管3がそれを
吸収して、伸縮可撓管を採用した場合に比して、同等以
上の地盤変位に対する追従性、耐震性を有する旨が記載
されている。
[0007] Further, since the polyethylene pipe 3 is used for the joint, the polyethylene pipe 3 absorbs the seismic displacement, and the ground displacement is equal to or more than that of the case where the flexible tube is used. It is described that it has the ability to follow and earthquake resistance.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、前述し
た特開平10−61867号公報に開示された技術は、
以下の問題がある。
However, the technique disclosed in Japanese Patent Application Laid-Open No. H10-61867 is as follows.
There are the following problems.

【0009】上記技術では、ポリエチレン管継手を備え
た外面ポリエチレン被覆管が、現場施工において、接触
して対面するポリエチレン管継手3の端面7を相互に熱
融着接合しなければならず、雨天等の影響を受け易く、
また、外面ポリエチレン被覆管の端部にポリエチレン管
継手の端部を熱融着した場合に、界面強度の問題があ
る。
[0009] In the above-mentioned technique, in the case of an on-site construction, an external polyethylene clad pipe provided with a polyethylene pipe joint has to be heat-sealed and joined to end faces 7 of the polyethylene pipe joint 3 which come into contact with each other. Susceptible to
Further, when the end of the polyethylene pipe joint is heat-sealed to the end of the outer surface polyethylene clad tube, there is a problem of interface strength.

【0010】本発明は上記のような問題点の解決を図っ
たものであり、雨天等の影響に左右されずに、簡便に施
工することのできる、耐震性に優れたポリエチレン管継
手を使用した鋼管管路のポリエチレン管継手構造を提供
することを目的とする。
The present invention has been made to solve the above problems, and uses a polyethylene pipe joint excellent in earthquake resistance, which can be easily constructed without being affected by the influence of rain or the like. An object of the present invention is to provide a polyethylene pipe joint structure of a steel pipe line.

【0011】[0011]

【課題を解決するための手段】本発明は鋼管管路にポリ
エチレン管継手を使用したポリエチレン管継手構造であ
って、前記ポリエチレン管継手と、ポリエチレン管継手
に端部が嵌入され、該端部に前記ポリエチレン管継手の
内周面が噛込む噛込部を設けた鋼管と、前記ポリエチレ
ン管継手の外側に取付けた締付具とから構成されたこと
を特徴とする鋼管管路のポリエチレン管継手構造であ
る。
SUMMARY OF THE INVENTION The present invention relates to a polyethylene pipe joint structure using a polyethylene pipe joint in a steel pipe line, wherein the polyethylene pipe joint and the polyethylene pipe joint are fitted at one end with an end. A polyethylene pipe joint structure for a steel pipe conduit, comprising: a steel pipe provided with a biting portion into which an inner peripheral surface of the polyethylene pipe joint bites; and a fastener attached to the outside of the polyethylene pipe joint. It is.

【0012】鋼管管路にポリエチレン管継手を使用した
ポリエチレン管継手構造であって、前記ポリエチレン管
継手と、ポリエチレン管継手に端部が嵌入され、該端部
の周方向に複数の噛込部を設けた鋼管と、前記ポリエチ
レン管継手の外側に設けた締付具とから構成されたこと
を特徴とする
[0012] A polyethylene pipe joint structure using a polyethylene pipe joint in a steel pipe line, wherein an end portion is fitted into the polyethylene pipe joint and the polyethylene pipe joint, and a plurality of biting portions are formed in a circumferential direction of the end portion. It is characterized by comprising a steel pipe provided and a fastener provided outside the polyethylene pipe joint.

【0013】本発明によれば、鋼管管路にポリエチレン
管継手を全て機械的に接続することが可能であり、雨天
等の影響に左右されずに、現場施工が容易である。ポリ
エチレン管継手を鋼管管路に使用することにより、地震
等によって鋼管管路に地震等による地盤変位を生じて
も、ポリエチレン管が地盤変位を吸収するので、鋼管管
路の耐震性を向上できる。
According to the present invention, all of the polyethylene pipe joints can be mechanically connected to the steel pipe line, and the on-site construction is easy without being affected by rainy weather or the like. By using the polyethylene pipe joint for the steel pipe pipeline, even if the steel pipe pipeline undergoes ground displacement due to an earthquake or the like due to an earthquake or the like, the polyethylene pipe absorbs the ground displacement, so that the earthquake resistance of the steel pipe pipeline can be improved.

【0014】[0014]

【発明の実施の形態】以下に本発明の実施の形態を図に
よって詳述する。図1は本発明の一実施の形態を示す側
面図であり、図2は図1の側断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a side view showing an embodiment of the present invention, and FIG. 2 is a side sectional view of FIG.

【0015】本発明によるポリエチレン管継手構造は、
ポリエチレン管継手11aと、ポリエチレン管継手11
aに端部12aが嵌入され、端部12aにポリエチレン
管継手の内周面が噛込む噛込部13aを設けた鋼管14
aと、端部12bが嵌入され、端部12bにポリエチレ
ン管継手の内周面が噛込む噛込部13bを設けた鋼管1
4bと、ポリエチレン管継手11aの外側に取付けた締
付具15a、15bとから構成されている。符号16
a、16bは留金である。
[0015] The polyethylene pipe joint structure according to the present invention comprises:
Polyethylene pipe joint 11a and polyethylene pipe joint 11
a steel pipe 14 having an end portion 12a fitted into the end portion a and a biting portion 13a into which the inner peripheral surface of the polyethylene pipe fitting bites.
a steel pipe 1 having an end 12b fitted therein and a biting portion 13b into which the inner peripheral surface of the polyethylene pipe fitting bites into the end 12b.
4b and fasteners 15a and 15b attached to the outside of the polyethylene pipe joint 11a. Code 16
a and 16b are deposits.

【0016】本発明では、鋼管管路にポリエチレン管継
手11aを使用して、鋼管14a、14bが埋設管とし
て配管され、管路を形成した場合に、地震、或いは地盤
沈下による地盤変位により鋼管管路が変形するのを、ポ
リエチレン管継手11aにより地盤変位を吸収させて防
止する。
In the present invention, when steel pipes 14a and 14b are piped as buried pipes using polyethylene pipe joints 11a for the steel pipe pipes, and when the pipes are formed, the steel pipes are displaced due to ground displacement due to earthquake or land subsidence. The deformation of the road is prevented by absorbing the ground displacement by the polyethylene pipe joint 11a.

【0017】本発明で対象とする鋼管は、ガス導管、水
道管等の配管に用いられる鋼管の総称名であり、被覆鋼
管等を含むものであり、一般に口径15mm〜1000
mm程度のものである。
The steel pipe to be used in the present invention is a generic name of steel pipes used for pipes such as gas pipes and water pipes, and includes coated steel pipes and the like.
mm.

【0018】一般にポリエチレン管は地震等による地盤
変位による鋼管管路の変形に対応して追従できることが
知られている。
It is generally known that a polyethylene pipe can follow a deformation of a steel pipe line due to a ground displacement caused by an earthquake or the like.

【0019】ポリエチレン管継手11aは、十分に地盤
変位を吸収できるように、嵌入された鋼管14a、14
bの噛込部13a、13b間の距離(長さ)、厚み等を
適宜きめる。
The polyethylene pipe joint 11a is fitted with steel pipes 14a, 14a so as to be able to sufficiently absorb ground displacement.
The distance (length), thickness, and the like between the biting portions 13a and 13b of b are appropriately determined.

【0020】鋼管14a、14bは端部12a、端部1
2bにポリエチレン管継手11aの内周面が噛込む噛込
部13a、13bを設け、ポリエチレン管継手11a
に、端部12a、12bを嵌入させる。ポリエチレン管
継手11aは、後述するように、端部12a、12bが
嵌入された後に、締付具15a、15bにより締付けて
ポリエチレン管継手11aの内周面に、噛込部13a、
13bを噛込ませる。ポリエチレン管継手11は鋼管1
4a、14に比べて柔かいので、噛込部13a、13b
が容易にポリエチレン管継手11aの内周面に噛込み、
ポリエチレン管継手11aと鋼管14a、14bの接合
が強固にできる。
The steel pipes 14a and 14b have an end 12a and an end 1
2b are provided with biting portions 13a and 13b into which the inner peripheral surface of the polyethylene pipe joint 11a bites.
Then, the ends 12a and 12b are fitted. As will be described later, the polyethylene pipe joint 11a is tightened by the fasteners 15a, 15b after the end portions 12a, 12b are fitted therein, and the inner peripheral surface of the polyethylene pipe joint 11a is fitted into the bite portion 13a,
13b is bitten. Polyethylene pipe joint 11 is steel pipe 1
4a, 14 are softer than the engaging portions 13a, 13b.
Easily bites into the inner peripheral surface of the polyethylene pipe joint 11a,
The joint between the polyethylene pipe joint 11a and the steel pipes 14a and 14b can be strengthened.

【0021】噛込部13a、13bの形状は特に限定し
ないが、既存管路を切断してポリエチレン管継手11a
を接続する場合には、現地で噛込部13a、13bを簡
単にできるように、V字状に周方向にあるいはら旋状に
複数の溝を設けて噛込部とすることができる。
The shape of the biting portions 13a and 13b is not particularly limited, but the existing pipe line is cut to form the polyethylene pipe joint 11a.
In order to simplify the biting portions 13a and 13b on site, a plurality of grooves may be provided in the V-shape in the circumferential direction or spirally to form the biting portions.

【0022】ポリエチレン管継手11aは、鋼管14
a、14bの端部12a、12bが嵌入された後に、締
付具15a、15bにより外側からポリエチレン管継手
11aを締付けて、ポリエチレン管継手11aの内周面
に、噛込部13a、13bを噛込ませる。
The polyethylene pipe joint 11a is a steel pipe 14
After the end portions 12a and 12b of the a and 14b are fitted, the polyethylene pipe joint 11a is tightened from the outside with the fasteners 15a and 15b, and the biting portions 13a and 13b are engaged with the inner peripheral surface of the polyethylene pipe joint 11a. Let it go.

【0023】ポリエチレン管継手11の内周面への噛込
みの割合は、ポリエチレン管継手11aを構成するポリ
エチレン管の厚みの約20%以下にする。20%を超え
た場合には、逆にポリエチレン管継手11aの強度を低
下させ、継手としての機能を低下させる。
The ratio of biting into the inner peripheral surface of the polyethylene pipe joint 11 is set to about 20% or less of the thickness of the polyethylene pipe constituting the polyethylene pipe joint 11a. If it exceeds 20%, on the contrary, the strength of the polyethylene pipe joint 11a is reduced, and the function as the joint is reduced.

【0024】締付具15a、15bは、鋼帯をバンドと
して用いた簡単なものでよく、鋼帯の両端を折曲げて留
金(ボルト・ナット等)16a、16bを用いて、適当
に締付けができるようにしている。
The fasteners 15a and 15b may be simple ones using a steel strip as a band, and both ends of the steel strip may be bent and appropriately fastened using clasps (bolts and nuts) 16a and 16b. I can do it.

【0025】締付具15a、15bは、上記に限定され
るものではなく、ポリエチレン管継手11aのポリエチ
レン管内周面に噛込部13a、13bを適切に噛込ませ
ることができるものであればよい。締付けリング等を使
用することもできる。
The fasteners 15a and 15b are not limited to those described above, and may be any as long as the engagement portions 13a and 13b can be appropriately engaged with the inner peripheral surface of the polyethylene pipe of the polyethylene pipe joint 11a. . A fastening ring or the like can also be used.

【0026】既存管路を切断してポリエチレン管継手1
1aを接続する場合には、ポリエチレン管継手11aを
動かして、切断されて生じた鋼管14a(または鋼管1
4b)の端部12a(または端部12b)をポリエチレ
ン管継手11aに嵌入させ、次に鋼管14aと鋼管14
bの芯合せを行い、もう一方の鋼管14b(または鋼管
14a)の端部12b(または端部12a)側にポリエ
チレン管継手11aの一部を戻して、ポリエチレン管継
手11aの位置合せを行い、そして、上記したように、
噛込部13a、13bをポリエチレン管継手11aの内
周面に噛込ませて、ポリエチレン管継手11aと鋼管1
4a、14bを接合させる。
[0026] Cut the existing pipeline to make polyethylene pipe joint 1
1a is connected, the polyethylene pipe joint 11a is moved to cut the steel pipe 14a (or the steel pipe 1).
4b) end 12a (or end 12b) is fitted into the polyethylene pipe joint 11a, then the steel pipe 14a and the steel pipe 14
b, the part of the polyethylene pipe joint 11a is returned to the end 12b (or end 12a) side of the other steel pipe 14b (or steel pipe 14a), and the polyethylene pipe joint 11a is aligned. And, as mentioned above,
The biting portions 13a and 13b are bitten into the inner peripheral surface of the polyethylene pipe joint 11a, and the polyethylene pipe joint 11a and the steel pipe 1
4a and 14b are joined.

【0027】また、新設管路にポリエチレン管継手11
aを接続する場合には、工場等で適切な形状の噛込部1
3a、13bを設けて、予め鋼管14a(または鋼管1
4b)の端部12a(または端部12b)を相対的に嵌
入させておき、現地でポリエチレン管継手11aと鋼管
14a、14bを接合させる。
Further, a polyethylene pipe joint 11 is added to the new pipe.
When connecting a, the engaging portion 1 having an appropriate shape at a factory or the like is used.
3a and 13b are provided, and the steel pipe 14a (or the steel pipe 1) is previously provided.
The end 12a (or end 12b) of 4b) is relatively fitted, and the polyethylene pipe joint 11a and the steel pipes 14a and 14b are joined on site.

【0028】図1の実施の形態では、鋼管について述べ
たが、鋼管表面、噛込部13a、13bの表面に防食対
策を施したものを用いた場合でも同様の効果が得られ
る。以上のように、本発明では、現地で、雨天等の影響
に左右されずに、鋼管14a、14bとポリエチレン管
継手11aとの接合をすべて機械的に簡便に行うことが
できる。
Although the embodiment of FIG. 1 has been described with reference to a steel pipe, the same effect can be obtained by using a steel pipe whose surfaces are covered with anticorrosion measures on the surfaces of the biting portions 13a and 13b. As described above, in the present invention, all the joining of the steel pipes 14a and 14b and the polyethylene pipe joint 11a can be mechanically and simply performed on site without being affected by the influence of rain or the like.

【0029】図3は本発明の他の実施の形態を示す半側
断面図である。図1、図2と共通する箇所には同じ符号
を付けて、その説明の一部を省略した。
FIG. 3 is a half sectional view showing another embodiment of the present invention. 1 and 2 are denoted by the same reference numerals, and a part of the description is omitted.

【0030】本発明によるポリエチレン管継手構造は、
ポリエチレン管継手11bと、ポリエチレン管継手11
bに端部12aが嵌入され、端部12aにポリエチレン
管継手11aの内周面が噛込む噛込部13aを設けた鋼
管14aと、端部12bが嵌入され、端部12bにポリ
エチレン管継手11aの内周面が噛込む噛込部13bを
設けた鋼管14bと、ポリエチレン管継手11bの外側
に取付けた締付具17とから構成されている。締付具1
7は広幅の鋼帯をバンドとして用い、広幅鋼帯の両端を
折曲げて留金(ボルト・ナット等)18を用いて、適当
に締付けができるようにしている。
The polyethylene pipe joint structure according to the present invention comprises:
Polyethylene pipe joint 11b and polyethylene pipe joint 11
b, a steel pipe 14a provided with a biting portion 13a into which the inner peripheral surface of the polyethylene pipe fitting 11a bites, and a steel pipe 14a fitted with the end 12b, and the polyethylene pipe fitting 11a into the end 12b. Is constituted by a steel pipe 14b provided with a biting portion 13b into which the inner peripheral surface of the steel pipe 14 bites, and a fastener 17 attached to the outside of the polyethylene pipe joint 11b. Fastener 1
Reference numeral 7 indicates that a wide steel strip is used as a band, and both ends of the wide steel strip are bent so that fasteners (bolts, nuts or the like) 18 can be used for proper tightening.

【0031】図3に示すように、締付具17はスリーブ
の機能を付加したものであり、ポリエチレン管継手11
bの締付けを適切に行うとともに、管路を埋設した際
に、ポリエチレン管継手11を土圧等から保護し、また
は、管路使用圧力が高い場合に対して、耐圧強度を付与
する。
As shown in FIG. 3, the fastener 17 has a function of a sleeve, and is provided with the polyethylene pipe joint 11.
In addition to appropriately performing the tightening of b, the polyethylene pipe joint 11 is protected from earth pressure or the like when the pipe is buried, or pressure resistance is given to the case where the pipe working pressure is high.

【0032】上記のような土圧等からポリエチレン管継
手11bを保護する場合、または、管路使用圧力が高い
場合に、ポリエチレン管継手11bの締付具17を含む
ポリエチレン管継手11bの外側を更に新たなスリーブ
で覆うようにしてもよい。図4は本発明の他の実施の形
態を示す側面図であり、図5は図4の符号Bで示す要部
側断面図である。
When the polyethylene pipe joint 11b is protected from the above-mentioned earth pressure or the like, or when the pipe working pressure is high, the outside of the polyethylene pipe joint 11b including the fastener 17 of the polyethylene pipe joint 11b is further increased. It may be covered with a new sleeve. FIG. 4 is a side view showing another embodiment of the present invention, and FIG. 5 is a side sectional view of a main part indicated by reference numeral B in FIG.

【0033】図1と共通する箇所には同じ符号を付け
て、その説明の一部を省略した。本発明によるポリエチ
レン管継手構造は、分割型ポリエチレン管継手11cを
用いている。分割型ポリエチレン管継手11cは分割管
継手本体19aと分割管継手本体19bとからなり、フ
ランジ20a、20bを設けて機械的にフランジ接合し
て固定具21で一体的にしている。符号21aはボル
ト、符号21bはナットである。
Parts common to those in FIG. 1 are denoted by the same reference numerals, and a part of the description is omitted. The polyethylene pipe joint structure according to the present invention uses the split type polyethylene pipe joint 11c. The split-type polyethylene pipe joint 11c includes a split pipe joint main body 19a and a split pipe joint main body 19b, and is provided with flanges 20a and 20b, and is mechanically flange-joined to be integrated with a fixture 21. Reference numeral 21a is a bolt, and reference numeral 21b is a nut.

【0034】ポリエチレン管継手11cは、分割管継手
本体19aに端部12aが嵌入され、端部12aに分割
管継手本体19aの内周面が噛込む噛込部13aを設け
た鋼管14aと、端部12bが嵌入され、端部12bに
分割管継手本体19bの内周面が噛込む噛込部13bを
設けた鋼管14bと、ポリエチレン管継手11cの外側
に取付けた締付具15c、15dとから構成されてい
る。
The polyethylene pipe joint 11c has a steel pipe 14a having an end portion 12a fitted into a split pipe joint body 19a and a bite portion 13a into which the inner peripheral surface of the split pipe joint body 19a is fitted. A steel pipe 14b in which a portion 12b is fitted, and a biting portion 13b into which the inner peripheral surface of the split pipe fitting body 19b bites into an end 12b, and fastening tools 15c and 15d attached outside the polyethylene pipe fitting 11c. It is configured.

【0035】分割型ポリエチレン管継手11cによれ
ば、埋設された既設管にポリエチレン管継手11cを接
続させる場合に、ポリエチレン管継手11cを機械的に
簡便に接合することができる。
According to the split type polyethylene pipe joint 11c, the polyethylene pipe joint 11c can be mechanically and simply joined when the polyethylene pipe joint 11c is connected to the buried existing pipe.

【0036】[0036]

【発明の効果】本発明は、現地で、鋼管管路にポリエチ
レン管継手をすべて機械的に施工することができるの
で、雨天等の影響に左右されず、簡便であり、また、鋼
管の接合部での溶接を省略し、工程の短縮、工費の節約
を図ることができる。
According to the present invention, all of the polyethylene pipe joints can be mechanically constructed on the steel pipe line on site, so that the present invention is simple and unaffected by the influence of rain or the like. , Welding can be omitted, and the process can be shortened and the work cost can be saved.

【0037】また、継手にポリエチレン管を使用してい
るので、地震変位に対してポリエチレン管継手がそれを
吸収して、地盤変位に対する追従性、耐震性を向上でき
る。
Further, since a polyethylene pipe is used for the joint, the polyethylene pipe joint absorbs the seismic displacement, so that the followability to the ground displacement and the earthquake resistance can be improved.

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

【図1】本発明の一実施の形態を示す側面図である。FIG. 1 is a side view showing an embodiment of the present invention.

【図2】図1の側断面図である。FIG. 2 is a side sectional view of FIG.

【図3】本発明の他の実施の形態を示す半側断面図であ
る。
FIG. 3 is a half-side sectional view showing another embodiment of the present invention.

【図4】本発明の他の実施の形態を示す側面図である。FIG. 4 is a side view showing another embodiment of the present invention.

【図5】図4の符号Bで示す要部側断面図である。FIG. 5 is a sectional side view of a main part indicated by reference numeral B in FIG. 4;

【図6】従来の管路の配置を説明する図である。FIG. 6 is a diagram for explaining a conventional pipe arrangement.

【図7】図6の記号Aで示す継手を含む近傍部分の拡大
断面図である。
7 is an enlarged sectional view of a portion including a joint indicated by a symbol A in FIG.

【符号の説明】[Explanation of symbols]

11a、11bポリエチレン管継手 11c分割型ポリエチレン管継手 12a、12b端部 13a、13b噛込部 14a、14b鋼管 15a、15b、15c、15d、17 19a、19b分割管継手本体締付具 16a、16b、18留金 20a、20bフランジ 21 固定具 21a ボルト 21bナット 11a, 11b polyethylene pipe joint 11c split-type polyethylene pipe joint 12a, 12b end 13a, 13b biting portion 14a, 14b steel pipe 15a, 15b, 15c, 15d, 17 19a, 19b split pipe joint body fastener 16a, 16b, 18 clasp 20a, 20b flange 21 fixture 21a bolt 21b nut

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松山 英治 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 Fターム(参考) 3H019 FA01 FA16  ────────────────────────────────────────────────── ─── Continued on the front page (72) Eiji Matsuyama Inventor 1-2-1 Marunouchi, Chiyoda-ku, Tokyo F-term (reference) 3H019 FA01 FA16

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】鋼管管路にポリエチレン管継手を使用した
ポリエチレン管継手構造であって、前記ポリエチレン管
継手と、ポリエチレン管継手に端部が嵌入され、該端部
に前記ポリエチレン管継手の内周面が噛込む噛込部を設
けた鋼管と、前記ポリエチレン管継手の外側に取付けた
締付具とから構成されたことを特徴とする鋼管管路のポ
リエチレン管継手構造。
1. A polyethylene pipe joint structure using a polyethylene pipe joint in a steel pipe line, wherein an end of the polyethylene pipe joint is inserted into the polyethylene pipe joint, and an inner periphery of the polyethylene pipe joint is inserted into the end. A steel pipe joint structure for a steel pipe line, comprising: a steel pipe having a biting portion into which a surface bites; and a fastener attached to the outside of the polyethylene pipe joint.
JP11040750A 1999-02-19 1999-02-19 Polyethylene pipe coupling structure of steel pipe line Pending JP2000240883A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11040750A JP2000240883A (en) 1999-02-19 1999-02-19 Polyethylene pipe coupling structure of steel pipe line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11040750A JP2000240883A (en) 1999-02-19 1999-02-19 Polyethylene pipe coupling structure of steel pipe line

Publications (1)

Publication Number Publication Date
JP2000240883A true JP2000240883A (en) 2000-09-08

Family

ID=12589321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11040750A Pending JP2000240883A (en) 1999-02-19 1999-02-19 Polyethylene pipe coupling structure of steel pipe line

Country Status (1)

Country Link
JP (1) JP2000240883A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005078331A1 (en) * 2004-02-16 2005-08-25 Korea Railroad Research Institute Air hose coupler for railway vehicle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005078331A1 (en) * 2004-02-16 2005-08-25 Korea Railroad Research Institute Air hose coupler for railway vehicle

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