JPH1061867A - Pipe line installed using polyethylene pipe for steel pipe joint - Google Patents
Pipe line installed using polyethylene pipe for steel pipe jointInfo
- Publication number
- JPH1061867A JPH1061867A JP8239953A JP23995396A JPH1061867A JP H1061867 A JPH1061867 A JP H1061867A JP 8239953 A JP8239953 A JP 8239953A JP 23995396 A JP23995396 A JP 23995396A JP H1061867 A JPH1061867 A JP H1061867A
- Authority
- JP
- Japan
- Prior art keywords
- polyethylene
- pipe
- joint
- steel pipe
- pipeline
- 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
Links
Landscapes
- Branch Pipes, Bends, And The Like (AREA)
Abstract
(57)【要約】
【課題】 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の接合部での溶接と外面塗
装とを全く必要とせず、止水性に優れ、また地震、或い
は地盤沈下による地盤変位による管路の変形に追従して
管路として機能を維持する。
【解決手段】 端部に継手3としてポリエチレン管を一
体化して設けた外面ポリエチレン被覆鋼管2を、管路を
形成するため隣接して設置し、該外面ポリエチレン被覆
鋼管2の端部の該ポリエチレン管の継手3の端面7を相
互に熱融着接合する管路1において、ポリエチレン管の
長さを地震時等に発生する地盤変形による管路の変形に
対応して追従できるようにしたを特徴とする鋼管の継手
にポリエチレン管を使用して配設された管路。
(57) [Abstract] [Problem] When laying a pipeline on site, it does not require any welding at the joint of the outer polyethylene-coated steel pipe, which is a constituent unit of the pipeline, and outer coating, and has excellent water stopping properties. In addition, the function of the pipeline is maintained by following the deformation of the pipeline due to ground displacement due to earthquake or land subsidence. SOLUTION: An outer surface polyethylene-coated steel pipe 2 provided integrally with a polyethylene pipe as a joint 3 at an end thereof is installed adjacent to form a conduit, and the polyethylene pipe at the end of the outer surface polyethylene-coated steel pipe 2 is provided. The end face 7 of the joint 3 is heat-fused to each other, and the length of the polyethylene pipe can be adapted to follow the deformation of the pipe due to the ground deformation generated during an earthquake or the like. A pipe installed using a polyethylene pipe as a steel pipe joint.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、鋼管の継手にポリ
エチレン管を使用して配設された可撓性、耐震性を有す
る管路に関するものである。本発明の管路は、水道・ガ
ス、その他のライフライン等の用途に用いられるもので
あって、地震、或いは地盤沈下により発生する地盤変形
による管路の変形に対応して追従できるものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flexible and earthquake-resistant pipe provided by using a polyethylene pipe for a steel pipe joint. The pipeline of the present invention is used for applications such as water and gas, and other lifelines, and can follow the deformation of the pipeline due to ground deformation caused by an earthquake or land subsidence. .
【0002】[0002]
(1)従来、鋼管を溶接により接合して管路を形成する
場合、鋼管の高い靱性と溶接接合により管路の一体化を
図ることにより、地震、或いは地盤沈下により発生する
地盤変形による管路の変形に対処している。 (2)また、管路における大規模な地盤変形に対して
は、伸縮可撓管を用い、地盤変形が予測される場所の鋼
管間に伸縮可撓管を溶接し、鋼管と伸縮可撓管を組み合
わせることで変形に対処している。 (3)なお、管路を形成するための鋼管の接合として、
フランジ接合等のメカニカル継手による場合がある。(1) Conventionally, in the case where a steel pipe is welded to form a pipeline by welding, the pipeline is formed by ground deformation caused by an earthquake or land subsidence by integrating the pipeline by high toughness of the steel pipe and welding. The deformation is addressed. (2) Also, for large-scale ground deformation in a pipeline, a telescopic flexible tube is used, and the telescopic flexible tube is welded between steel pipes at a place where the ground deformation is predicted. Combine to deal with deformation. (3) For joining steel pipes to form pipes,
In some cases, a mechanical joint such as a flange joint is used.
【0003】[0003]
【発明が解決しようとする課題】上述の従来の技術にお
いて、 (1)の溶接接合の場合には、接合部の強度を管体部と
同等の強度にでき、止水性に優れるが、溶接接合部に防
食処置を施す必要があり、配管作業が煩雑でコスト高と
なる。大規模な地盤変形に対しては、過度な応力が生じ
て変形し、構造上管路として機能を維持できなくなる場
合がある。 (2)において、(1)で述べたような過度な応力の発
生を防止するために、伸縮可撓管を使用する場合、大規
模な地盤変形に対処できるが、市販の伸縮可撓管は高価
であるためコスト高となり、このためコスト面から伸縮
可撓管の設置場所はあらかじめ大規模な地盤変形が予測
される箇所に限られ、伸縮可撓管の設置部近辺での局所
的な大変位のみにしか追従できない。なお、伸縮可撓管
を溶接により接合する場合は、上記(1)の場合と同様
の課題が残る。 (3)のフランジ接合等によるメカニカル継手の場合
は、止水性の経年劣化、また過度の応力が作用した際等
における止水性に難点がある。In the above-mentioned prior art, in the case of the welding joining of (1), the strength of the joining portion can be made equal to the strength of the pipe portion, and the water stopping performance is excellent. It is necessary to perform anticorrosion treatment on the part, and piping work is complicated and cost is increased. In the case of large-scale ground deformation, excessive stress may be generated and deformed, and the function as a pipeline may not be maintained due to the structure. In (2), in order to prevent the occurrence of excessive stress as described in (1), when a flexible tube is used, large-scale ground deformation can be dealt with. Due to the high cost, the cost is high. For this reason, the installation place of the flexible tube is limited to a place where a large-scale ground deformation is predicted in advance, and there is a local problem near the installation portion of the flexible tube. Can only follow the rank. In the case where the flexible tube is joined by welding, the same problem as in the case (1) remains. In the case of the mechanical joint by the flange joining or the like of (3), there are difficulties in water stoppage over time and water stoppage when excessive stress is applied.
【0004】本発明は、上述の従来の技術の問題点に鑑
みてなされたものであり、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の接合部
での溶接と内・外面塗装とを全く必要とせず、止水性に
優れ、また地震、或いは地盤沈下による地盤変形による
管路の変形に追従して管路として機能を維持し、災害等
の非常時において水、ガス等の流体の輸送管、電気配線
管等のライフラインの維持・確保を図る、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を提供するこ
と目的とする。[0004] The present invention has been made in view of the above-mentioned problems of the prior art, and when laying a pipeline on site, the joint of an outer polyethylene-coated steel pipe, which is a constituent unit of the pipeline, is used. It does not require any welding and painting of the inner and outer surfaces, has excellent water stopping properties, and maintains its function as a pipeline following the deformation of the pipeline due to ground deformation due to earthquake or land subsidence. An object of the present invention is to provide a pipeline provided by using a polyethylene pipe for a steel pipe joint for maintaining and securing a lifeline such as a pipe for transporting a fluid such as water and gas and an electric wiring pipe.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明の鋼管の継手にポリエチレン管を使用して
配設された管路は、端部に継手としてポリエチレン管を
一体化して設けた外面ポリエチレン被覆鋼管を、管路を
形成するため隣接して設置し、該外面ポリエチレン被覆
鋼管の端部の該ポリエチレン管の継手の端面を相互に熱
融着接合することに係る。本発明の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は、端部に継手とし
てポリエチレン管を一体化して設けた外面ポリエチレン
被覆鋼管を、管路を形成するため隣接して設置し、該外
面ポリエチレン被覆鋼管の端部の該ポリエチレン管の継
手の端面を相互に熱融着接合する管路において、ポリエ
チレン管の長さを地震時等に発生する地盤変形による管
路の変形に対応して追従できるようにしたことに係る。SUMMARY OF THE INVENTION In order to achieve the above object, a pipe provided by using a polyethylene pipe for a steel pipe joint according to the present invention has a polyethylene pipe integrated as a joint at an end. The present invention relates to a method in which the provided outer polyethylene-coated steel pipe is installed adjacently to form a pipe, and the end faces of the end of the outer polyethylene-coated steel pipe and the joints of the polyethylene pipe are heat-sealed to each other. The pipe provided by using a polyethylene pipe for the steel pipe joint of the present invention is provided with an outer polyethylene-coated steel pipe integrally provided with a polyethylene pipe as a joint at an end portion, which is installed adjacently to form a pipe. The end of the outer surface polyethylene-coated steel pipe and the end face of the joint of the polyethylene pipe are heat-sealed to each other, and the length of the polyethylene pipe is reduced by the deformation of the pipe due to ground deformation generated during an earthquake or the like. It relates to the ability to follow in response.
【0006】本発明における外面ポリエチレン被覆鋼管
は、鋼管外面に溶融ポリエチレンを押出し被覆する方法
や、鋼管外面に被覆用ポリエチレンを巻回して被覆する
方法、また鋼管外面に円筒状の被覆用ポリエチレンを外
挿する方法、また鋼管外面の円周方向に沿って板状の被
覆用ポリエチレンを折曲げ、継目部を接合する方法、等
により製作される。鋼管と被覆用ポリエチレン、或いは
ポリエチレン同士の接合は、接着剤により、或いは熱融
着により行う。本発明は、従来の溶接接合の場合におけ
るように鋼管の端部を被覆用ポリエチレンにより被覆し
ない外面ポリエチレン被覆鋼管に対しても、また鋼管外
面の全面を被覆用ポリエチレンにより被覆した外面ポリ
エチレン被覆鋼管に対しても適用することができる。本
発明で外面ポリエチレン被覆鋼管を構成単位とする管路
は、例えば外径15mm〜1000mm級の口径の水道
管等の外、ガス導管、電気配線等の各種ライフラインに
適用することができる。[0006] The outer surface polyethylene coated steel pipe according to the present invention is a method of extruding and coating molten polyethylene on the outer surface of the steel tube, a method of winding and coating the outer surface of the steel tube with the coating polyethylene, or a method of coating the outer surface of the steel tube with a cylindrical coating polyethylene. It is manufactured by a method of inserting, a method of bending a plate-like covering polyethylene along the circumferential direction of the outer surface of the steel pipe, and a method of joining a joint portion. Bonding between the steel pipe and the covering polyethylene or between the polyethylenes is performed by an adhesive or by heat fusion. The present invention relates to an outer polyethylene-coated steel pipe in which the ends of the steel pipe are not coated with the coating polyethylene as in the case of the conventional welding connection, and to an outer polyethylene-coated steel pipe in which the entire outer surface of the steel pipe is coated with the coating polyethylene. The same can be applied. In the present invention, a pipeline having an outer surface polyethylene-coated steel pipe as a constituent unit can be applied to various lifelines such as a water pipe having a diameter of 15 mm to 1000 mm, a gas pipe, an electric wiring, and the like.
【0007】ポリエチレン管の継手は、外面ポリエチレ
ン被覆鋼管の被覆用ポリエチレン部とを別体に作成する
場合、継手として成形したポリエチレンを、鋼管端部に
挿入して、熱融着等により被覆用ポリエチレンと一体化
する。この場合、外面ポリエチレン被覆鋼管の鋼管端部
に鋼管露出部がある場合には、ポリエチレン管の継手の
内面をその鋼管露出部とも接合させる。また、上述した
ように、ポリエチレン管の継手を外面ポリエチレン被覆
鋼管の被覆用ポリエチレン部とを別体に作成するのでは
なく、ポリエチレン管の継手は、外面ポリエチレン被覆
鋼管の被覆用ポリエチレン部とを一体的に作成すること
ができる。この場合、例えば継手としてのポリエチレン
部と鋼管の被覆用ポリエチレン部の端部の一部とを一体
的に形成し、その一体的に管状に形成した形成体を鋼管
端部に挿入したり、或いはその一体的に板状に形成した
形成体を巻回して熱融着により鋼管端部に接合する(図
4参照)。或いは、上述したように外面ポリエチレン被
覆鋼管を、鋼管外面の円周方向に沿って板状の被覆用ポ
リエチレンを折曲げ、継目部を接合して形成する方法の
場合には、予め板状の被覆用ポリエチレンの両端に継手
部を熱融着、接着剤等により連続して形成しておき、被
覆用ポリエチレンとともに折曲げ、継手部の継目部を熱
融着により接合してもよい。ポリエチレン管の継手を外
面ポリエチレン被覆鋼管と一体化する段階までの工程
は、工場で行うことが好ましい。なお、鋼管の本体部被
覆ポリエチレンを鋼管端部から所要長さまで連続して突
出させることもできる。。突出部のポリエチレン管部は
板厚を厚くする。[0007] When the polyethylene pipe joint is formed separately from the coating polyethylene portion of the outer polyethylene-coated steel pipe, the polyethylene molded as a joint is inserted into the end of the steel pipe, and the coating polyethylene is formed by heat fusion or the like. Integrate with In this case, if there is a steel pipe exposed portion at the steel pipe end of the outer polyethylene coated steel pipe, the inner surface of the joint of the polyethylene pipe is also joined to the exposed steel pipe. Also, as described above, the polyethylene pipe joint is not made separately from the coating polyethylene part of the outer polyethylene-coated steel pipe, but the polyethylene pipe joint is formed integrally with the coating polyethylene part of the outer polyethylene-coated steel pipe. Can be created in a typical way. In this case, for example, a polyethylene part as a joint and a part of the end of the coating polyethylene part of the steel pipe are integrally formed, and the integrally formed tubular body is inserted into the end of the steel pipe, or The integrally formed plate is wound and joined to the end of the steel pipe by heat fusion (see FIG. 4). Alternatively, as described above, in the case of forming the outer surface polyethylene-coated steel pipe by bending the plate-shaped coating polyethylene along the circumferential direction of the outer surface of the steel pipe and joining the joints, The joints may be continuously formed at both ends of the polyethylene for heat-sealing with an adhesive or the like, bent together with the polyethylene for coating, and the joints of the joints may be joined by heat-sealing. The process up to the step of integrating the joint of the polyethylene pipe with the outer surface polyethylene coated steel pipe is preferably performed in a factory. The polyethylene coated on the main body of the steel pipe may be continuously projected from the end of the steel pipe to a required length. . The thickness of the polyethylene pipe portion of the protrusion is increased.
【0008】ポリエチレン管からなる継手は、半径方向
の断面剛性を大きくするため補剛リブを設けて形成して
もよい。補剛リブはポリエチレン管の外側にリング状の
突起を複数形成する。また、ポリエチレン管からなる継
手内部に補剛鋼製リングを設けてもよい。The joint made of a polyethylene pipe may be formed by providing a stiffening rib in order to increase the sectional rigidity in the radial direction. The stiffening rib forms a plurality of ring-shaped protrusions on the outside of the polyethylene tube. Further, a stiffening steel ring may be provided inside a joint made of a polyethylene pipe.
【0009】[0009]
【発明の実施の形態】本発明の実施の形態を図面を参照
して説明する。図1は、本発明における外面ポリエチレ
ン被覆鋼管2の継手3にポリエチレン管を使用して配設
された管路1の配置を示し、図2において図1の継手近
傍のA部の管軸を含む断面の拡大図を示す。図2におい
て、外面ポリエチレン被覆鋼管2は鋼管4の外面に被覆
用ポリエチレン5が被覆されている。本例では、鋼管4
の端部4aの外面において、被覆用ポリエチレン5を被
覆しない部分のある外面ポリエチレン被覆鋼管2であ
る。従って、ポリエチレン管からなる継手3は、図2に
示すように、鋼管4の端部4aに接触し、且つ被覆用ポ
リエチレン5の端部に重なって接触するよう成形された
ものを挿入、装着する。ポリエチレン管からなる継手3
は、熱融着、接着剤により、被覆用ポリエチレン5と一
体化させ、鋼管4の端部4aと接合する。外面ポリエチ
レン被覆鋼管2の内面には、内面塗装6が施してある。
かかるポリエチレン管の継手3を備えた外面ポリエチレ
ン被覆鋼管2を、現地において管路を形成するため相隣
接して設置し、接触して対面するポリエチレン管の継手
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を配設する。現地の熱融着接
合はエレクトロフュージョン継手(EF)やバット融着
継手、バーナー加熱法など公知の手法を用いればよい。Embodiments of the present invention will be described with reference to the drawings. FIG. 1 shows an arrangement of a pipeline 1 provided by using a polyethylene pipe to a joint 3 of an outer surface polyethylene-coated steel pipe 2 according to the present invention, and includes a pipe shaft of a portion A near the joint in FIG. 1 in FIG. 2 shows an enlarged view of a cross section. In FIG. 2, an outer surface polyethylene-coated steel pipe 2 has a steel pipe 4 coated with a coating polyethylene 5 on the outer surface. In this example, the steel pipe 4
Is an outer polyethylene-coated steel pipe 2 having a portion that is not coated with the coating polyethylene 5 on the outer surface of the end 4a. Therefore, as shown in FIG. 2, the joint 3 made of a polyethylene pipe is inserted and mounted so as to be in contact with the end 4a of the steel pipe 4 and to overlap and contact the end of the coating polyethylene 5. . Joint 3 made of polyethylene pipe
Is integrated with the coating polyethylene 5 by heat fusion and an adhesive, and is joined to the end 4 a of the steel pipe 4. The inner surface of the outer polyethylene-coated steel pipe 2 is coated with an inner surface 6.
The outer surface polyethylene-coated steel pipes 2 provided with the polyethylene pipe joints 3 are installed adjacent to each other to form a pipe at the site, and the end faces 7 of the polyethylene pipe joints 3 facing and facing each other are heat-fused to each other. The pipe line 1 which joined and the outer surface polyethylene-coated steel pipe 2 was joined is provided. For the on-site heat fusion bonding, a known method such as an electrofusion joint (EF), a butt fusion joint, or a burner heating method may be used.
【0010】図3は、鋼管4の外面の全面を被覆用ポリ
エチレン5により被覆した外面ポリエチレン被覆鋼管2
にポリエチレン管からなる継手3を熱融着により接合し
た場合を示す。図4は、外面ポリエチレン被覆鋼管2の
被覆用ポリエチレン5の管端側の一部5aをポリエチレ
ン管の継手3と一体に形成した場合を示す。被覆用ポリ
エチレン5の管端側の一部5aとともに管状にしたポリ
エチレン管の継手3を鋼管4に挿入するか、或いは管状
に形成すべき、ポリエチレン管の継手3と被覆用ポリエ
チレン5の管端側の一部5aとを、板状な状態から鋼管
4に巻回して、ポリエチレン管の継手3を形成し、ポリ
エチレン管の継手3を被覆用ポリエチレン5と一体化す
る。5bは、外面ポリエチレン被覆鋼管2の被覆用ポリ
エチレン5と、ポリエチレン管の継手3と一体に形成し
た被覆用ポリエチレン5の一部5aとの継ぎ目である。FIG. 3 shows an outer polyethylene-coated steel pipe 2 in which the entire outer surface of a steel pipe 4 is coated with polyethylene 5 for coating.
Shows a case where a joint 3 made of a polyethylene pipe is joined by heat fusion. FIG. 4 shows a case in which a part 5a of the outer end polyethylene-coated steel pipe 2 on the pipe end side of the coating polyethylene 5 is formed integrally with the joint 3 of the polyethylene pipe. A joint 3 of a polyethylene pipe formed into a tube together with a part 5a on the tube end side of the coating polyethylene 5 is inserted into the steel tube 4 or a tube end of the polyethylene tube 3 and the coating polyethylene 5 to be formed into a tube. Is wound around a steel pipe 4 from a plate-like state to form a joint 3 of a polyethylene pipe, and the joint 3 of the polyethylene pipe is integrated with the polyethylene 5 for coating. 5b is a seam between the polyethylene 5 for coating of the outer surface polyethylene-coated steel pipe 2 and a part 5a of the polyethylene 5 for coating formed integrally with the joint 3 of the polyethylene pipe.
【0011】次に、図5はポリエチレン管からなる継手
3にポリエチレンによる補剛リブ8のある場合、図6は
補剛鋼製リング9を設けた場合を示す。補剛鋼製リング
9は本例のように継手3内に内蔵する。Next, FIG. 5 shows a case where a stiffening rib 8 made of polyethylene is provided in a joint 3 made of a polyethylene pipe, and FIG. 6 shows a case where a stiffening steel ring 9 is provided. The stiffening steel ring 9 is incorporated in the joint 3 as in this example.
【0012】本発明の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は、地震時等に発生する地盤変位
による管路の変形に対応して追従できるようにすること
ができる。本発明は、例えば口径15mm〜1000m
m級の水道管用等の外面ポリエチレン被覆鋼管間での接
合に鋼とは全く異種材料であるポリエチレンからなる継
手を採用することに着目してなされたものであり、その
ため、継手としてポリエチレン管は、十分なる管の厚さ
t、継手のポリエチレン管部の長さsp 、ポリエチレン
被覆の必要定着長さsを備える必要がある。ここで、厚
さt、長さsp 、長さsはそれぞれ図2において図示
し、それらを計算する数式を次に示す。[0012] The pipe provided by using a polyethylene pipe for the joint of the steel pipe of the present invention can be adapted to follow the deformation of the pipe due to the ground displacement generated during an earthquake or the like. The present invention, for example, 15mm ~ 1000m diameter
It was made by paying attention to adopting a joint made of polyethylene which is a completely different material from steel for joining between outer surface polyethylene coated steel pipes such as for m-class water pipes, etc. the thickness of the well Naru tube t, the length s p of the polyethylene pipe portion of the joint, it is necessary to provide the necessary fixing length s of the polyethylene coating. Here, the thickness t, the length sp , and the length s are respectively shown in FIG. 2, and the equations for calculating them are shown below.
【0013】[0013]
【数1】t=(pDFS )/(2σ) ここで、t;継手部のポリエチレン管の厚さ、p;内
圧、D;内径、σ;ポリエチレンの引張り強度、FS ;
安全率である。T = (pDF S ) / (2σ) where, t: thickness of the polyethylene pipe at the joint, p: internal pressure, D: inside diameter, σ: tensile strength of polyethylene, F S ;
Safety factor.
【0014】[0014]
【数2】sp =(LS FS )/ε ここで、sp ;継手部のポリエチレン管部の長さ、
Ls ;管1本あたりの変位量(地盤ひずみ)、ε;ポリ
エチレンの破断伸び、FS ;安全率である。[Number 2] s p = (L S F S ) / ε where, s p; joint polyethylene pipe portion of the length of,
L s : displacement amount per one tube (ground strain), ε: elongation at break of polyethylene, F s : safety factor.
【0015】[0015]
【数3】s=P/(φS τS ) ここで、s;ポリエチレン被覆の必要定着長さ、P;管
に作用する軸力、φS ;鋼管の外周長、τS ;鋼管とポ
リエチレン被覆のせん断付着力である。Equation 3] s = P / (φ S τ S) , where, s; requires fixing the length of the polyethylene coating, P; axial force acting on the tube, phi S; circumferential length of the steel pipe, tau S; steel pipe and polyethylene Shear adhesion of the coating.
【0016】[0016]
【発明の効果】以上のように、本発明によれば、次の発
明の効果を奏することができる。 (1)本発明は、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の接合部での溶接と
内・外面塗装とを全く必要しないので、現場作業での溶
接と内・外面塗装とを省略でき工程の短縮、工費の節減
を図ることができる。本発明は、例えば口径15mm〜
1000mm級の水道管用等の大口径である外面ポリエ
チレン被覆鋼管間での接合に鋼とは全く異種材料である
ポリエチレンからなる継手を採用することに着目してか
かる効果を実現した。 (2)現場において外面ポリエチレン被覆鋼管の接合部
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することができ
る。 (3)地盤沈下、地震時の地盤変形に対しても、従来の
鋼管に伸縮可撓管を採用した場合に比し、同等以上の地
盤ひずみに対する追従(吸収の意味を含む。)性、耐震
性を有し、災害時等における流体輸送、電気配線等のラ
イフラインとしての管路の機能を維持・確保することが
できる。As described above, according to the present invention, the following effects can be obtained. (1) The present invention does not require any welding at the joint of the outer polyethylene-coated steel pipe, which is a constituent unit of the pipe, and no inner / outer coating at the time of laying the pipe at the site. Welding and inner / outer surface painting can be omitted, so that the process can be shortened and the construction cost can be reduced. The present invention, for example, 15mm diameter ~
This effect was realized by paying attention to adopting a joint made of polyethylene, which is a material completely different from steel, for joining between large-diameter outer-surface polyethylene-coated steel pipes such as for a 1000 mm-class water pipe. (2) At the site, the watertightness of the joint can be ensured by heat fusion bonding of the polyethylene to the joint of the outer surface polyethylene coated steel pipe without welding. (3) With respect to land subsidence and ground deformation during an earthquake, compared to the case where a telescopic flexible tube is used as a conventional steel pipe, it is able to follow ground distortion (including the meaning of absorption) and seismic resistance equal to or more than that of a conventional steel pipe. It can maintain and secure the function of the pipeline as a lifeline for fluid transportation, electrical wiring, etc. at the time of disaster or the like.
【図1】本発明の鋼管の継手にポリエチレン管を使用し
て配設された管路の配置を説明する図である。FIG. 1 is a view for explaining an arrangement of a pipeline provided by using a polyethylene pipe for a steel pipe joint of the present invention.
【図2】図1におけるA部における管軸を含む断面の拡
大図を示す図である。FIG. 2 is an enlarged view of a cross section including a tube axis in a portion A in FIG. 1;
【図3】図1におけるA部の他の例の断面の拡大図を示
す図である。FIG. 3 is an enlarged view of a cross section of another example of the portion A in FIG. 1;
【図4】図1におけるA部の別の例の断面の拡大図を示
す図である。FIG. 4 is an enlarged view of a cross section of another example of the portion A in FIG. 1;
【図5】ポリエチレン管の継手が補剛リブを有する例を
示す図である。FIG. 5 is a diagram showing an example in which a joint of a polyethylene pipe has a stiffening rib.
【図6】ポリエチレン管の継手内に補剛鋼製リングを内
蔵し、継手を補剛した例を示す図である。FIG. 6 is a view showing an example in which a stiffening steel ring is incorporated in a polyethylene pipe joint and the joint is stiffened.
1 管路 2 外面ポリエチレン被覆鋼管 3 継手 4 鋼管 5 被覆用ポリエチレン 6 内面塗装 7 端面 8 補剛リブ 9 補剛鋼製リング 10 伸縮可撓管 DESCRIPTION OF SYMBOLS 1 Pipeline 2 Outer polyethylene coated steel pipe 3 Joint 4 Steel pipe 5 Coating polyethylene 6 Inner coating 7 End face 8 Stiffening rib 9 Stiffened steel ring 10 Telescopic flexible pipe
Claims (5)
化して設けた外面ポリエチレン被覆鋼管を、管路を形成
するため隣接して設置し、該外面ポリエチレン被覆鋼管
の端部の該ポリエチレン管の継手の端面を相互に熱融着
接合することを特徴とする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。An outer polyethylene-coated steel pipe integrally provided with a polyethylene pipe as a joint at an end thereof is installed adjacently to form a pipe, and a joint of the polyethylene pipe at an end of the outer polyethylene-coated steel pipe is provided. A pipe line provided by using a polyethylene pipe to a joint of a steel pipe, wherein end faces of the pipes are heat-welded to each other.
化して設けた外面ポリエチレン被覆鋼管を、管路を形成
するため隣接して設置し、該外面ポリエチレン被覆鋼管
の端部の該ポリエチレン管の継手の端面を相互に熱融着
接合する管路において、ポリエチレン管の長さを地震時
等に発生する地盤変形による管路の変形に対応して追従
できるようにしたを特徴とする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。2. An outer polyethylene-coated steel pipe integrally provided with a polyethylene pipe as a joint at an end thereof is installed adjacently to form a pipe, and a joint of the polyethylene pipe at an end of the outer polyethylene-coated steel pipe is provided. The steel pipe joint is characterized in that the length of the polyethylene pipe can be adapted to the deformation of the pipe due to the ground deformation that occurs during an earthquake, etc. Pipeline installed using polyethylene pipes.
エチレン管からなる継手とを熱融着接合により一体化し
た請求項1、又は請求項2記載の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。3. The steel pipe joint according to claim 1, wherein the end of the outer surface polyethylene coated steel pipe and the joint made of the polyethylene pipe are integrated by heat fusion bonding. Pipeline.
レンによる補剛リブを設けて形成した請求項1、請求項
2、又は請求項3記載の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。4. A pipe arranged using a polyethylene pipe as the steel pipe joint according to claim 1, wherein the polyethylene pipe joint is formed by providing a stiffening rib made of polyethylene. Road.
リングを設けた請求項1、請求項2、請求項3、又は請
求項4記載の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。5. A steel pipe joint according to claim 1, wherein a stiffening steel ring is provided on the polyethylene pipe joint. Pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8239953A JPH1061867A (en) | 1996-08-23 | 1996-08-23 | Pipe line installed using polyethylene pipe for steel pipe joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8239953A JPH1061867A (en) | 1996-08-23 | 1996-08-23 | Pipe line installed using polyethylene pipe for steel pipe joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1061867A true JPH1061867A (en) | 1998-03-06 |
Family
ID=17052290
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8239953A Pending JPH1061867A (en) | 1996-08-23 | 1996-08-23 | Pipe line installed using polyethylene pipe for steel pipe joint |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1061867A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011094672A (en) * | 2009-10-28 | 2011-05-12 | Sekisui Chem Co Ltd | Foundation penetrating piping part structure |
-
1996
- 1996-08-23 JP JP8239953A patent/JPH1061867A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011094672A (en) * | 2009-10-28 | 2011-05-12 | Sekisui Chem Co Ltd | Foundation penetrating piping part structure |
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