JPS6124889A - Piping having double pipe structure - Google Patents

Piping having double pipe structure

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Publication number
JPS6124889A
JPS6124889A JP14566584A JP14566584A JPS6124889A JP S6124889 A JPS6124889 A JP S6124889A JP 14566584 A JP14566584 A JP 14566584A JP 14566584 A JP14566584 A JP 14566584A JP S6124889 A JPS6124889 A JP S6124889A
Authority
JP
Japan
Prior art keywords
pipe
piping
expansion
double
outer tube
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.)
Granted
Application number
JP14566584A
Other languages
Japanese (ja)
Other versions
JPH0214591B2 (en
Inventor
実方 勇
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.)
JGC Corp
Original Assignee
JGC Corp
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 JGC Corp filed Critical JGC Corp
Priority to JP14566584A priority Critical patent/JPS6124889A/en
Publication of JPS6124889A publication Critical patent/JPS6124889A/en
Publication of JPH0214591B2 publication Critical patent/JPH0214591B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は二重管構造の配管に関し、特に二重管を構成す
る内管と外管の温度差によって生じる伸縮の差を吸収す
るようにした二重管構造の配管に関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to piping with a double-pipe structure, and in particular to a piping system that absorbs the difference in expansion and contraction caused by the temperature difference between the inner pipe and the outer pipe constituting the double pipe. Regarding piping with double pipe structure.

〔従来の技術〕[Conventional technology]

一般に、ジャケット法や埋設部での保温保冷材の保護を
行かう目的で二重管構造の配管が採用されている。更に
、近年、消防法等による石油等のパイシライン技術基準
において、市街地並びに河川上、陰道上及び道路上その
他の告示で定める場所に配管を設置する場合は、漏洩拡
散防止措置全槽するよう義務付けられており(消防法第
28条の22)、特に河川上あるいは道路上の横断に際
しては二重管構造の配管が採用されている。
In general, piping with a double pipe structure is used for the jacket method and for the purpose of protecting heat and cold insulation materials in buried areas. Furthermore, in recent years, under the fire service law, etc., the technical standards for piping lines for petroleum, etc. require that all tanks be equipped with measures to prevent leakage and diffusion when piping is installed in urban areas, over rivers, over shaded roads, on roads, and other locations specified by public notice. (Article 28-22 of the Fire Service Act), and especially when crossing rivers or roads, piping with a double pipe structure is used.

このような二重管構造の配管は、その内管と外管の温度
差によって生じる伸縮の差を吸収する処理が必要である
Such double-tube structure piping requires treatment to absorb the difference in expansion and contraction caused by the temperature difference between the inner tube and the outer tube.

そのため、従来は内管に鋼板製のりプやゴム等のスに一
すを取シ付けて内管と外管が直接接触しないように施工
するとともに、曲管付近や直管部分の適当な位置で鋼板
製のリブプレートを内管及び外管に溶接して内外管を互
いに固定するのが一般的であった。
Therefore, in the past, the inner pipe was constructed with steel plate glue or rubber material attached to it to prevent direct contact between the inner pipe and the outer pipe, and the construction was carried out at appropriate locations near bent pipes and straight pipes. It was common practice to weld steel rib plates to the inner and outer tubes to fix the inner and outer tubes together.

しかし、このような二重管構造の配管では、内外管が鋼
材により接続固定されているため、内管と外管の温度差
によって生じる伸縮の差が制限され、リブ及びリプ溶接
部の配管に過大な応力(熱応力)が発生し、配管が破壊
される恐れがあった。
However, in such double-tube structure piping, the inner and outer tubes are connected and fixed by steel, which limits the expansion and contraction caused by the temperature difference between the inner and outer tubes, and the piping at the rib and lip welds. There was a risk that excessive stress (thermal stress) would occur and the piping would be destroyed.

そこで、従来、外管と内管の固定部分の長手方向前後に
おいて、外管に膨張吸収部を設け、上記熱応力の発生を
防止するようにしたものがある(特開昭48−6911
5 )。
Therefore, conventionally, an expansion absorbing portion is provided in the outer tube before and after the fixed portion of the outer tube and the inner tube in the longitudinal direction to prevent the occurrence of the above-mentioned thermal stress (Japanese Patent Laid-Open No. 48-6911
5).

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

配管には直管部と曲がり部とがあるが、この曲がシ部に
おいては、直管部の伸縮による曲がり部の集中応力の発
生防止、曲がシ部で内外管が直接接触するのを避けるた
め、及び外管の前記膨張吸収部を有効に作用させる等の
理由によシ、やはり内外管を固定するのが普通である。
Piping has a straight section and a bent section, and the curved section prevents the generation of concentrated stress at the bent section due to expansion and contraction of the straight section, and prevents direct contact between the inner and outer pipes at the bent section. In order to avoid this, and to make the expansion absorbing portion of the outer tube work effectively, it is common to fix the inner and outer tubes.

したがって、従来の外管に膨張吸収部を設けた配管では
、各自がシ部毎にその曲がシ部の固定部分の前後におい
て膨張吸収部を設ける必要がちり、曲がシ部で祉熱応力
の発生が避は難く、二重管の製作上の困難もともなう。
Therefore, in conventional piping in which an expansion absorbing part is provided in the outer pipe, it is necessary to provide an expansion absorbing part before and after the fixed part of the curved part for each bent part, and there is a risk of stress due to thermal protection at the bent part. The occurrence of this is unavoidable, and it also poses difficulties in manufacturing the double pipe.

更に、膨張吸収部は頻繁に伸縮、進退を繰勺返すため、
この膨張吸収部での漏洩防止上の気密性が損なわれる恐
れもある。
Furthermore, since the expansion and absorption part frequently expands and contracts and advances and retreats,
There is also a possibility that the airtightness in preventing leakage in this expansion/absorbing portion may be impaired.

本発明は上記実情に鑑みてなされたもので、温度変化に
対する内外管の伸縮量の差の処理を安価に、より効果的
に行なうこ、とができる二重管構造の配管を提供するこ
とを目的とする。
The present invention has been made in view of the above-mentioned circumstances, and an object of the present invention is to provide piping with a double-pipe structure that can more effectively handle the difference in the amount of expansion and contraction between the inner and outer tubes in response to temperature changes at low cost. purpose.

〔問題点を解決するための手段〕[Means for solving problems]

本発明によれは、曲がり部を有する二重管構造の配管に
おいて、外管内径よりも外管との間に遊びができる程度
に小さいスペーサを適宜間隔で内管に固定し、前記曲が
り部付近に固定点を設けず該内管を外管に遊挿し、かつ
外管に伸縮続手部を設けるようにしている。
According to the present invention, in a pipe having a double pipe structure having a bent part, spacers smaller than the inner diameter of the outer pipe are fixed to the inner pipe at appropriate intervals to the extent that there is play between the inner pipe and the outer pipe, and The inner tube is inserted loosely into the outer tube without providing any fixing points, and the outer tube is provided with a telescopic joint.

〔実施例〕〔Example〕

以下、本発明を添付図面を参照して詳細に説明する。 Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

第1図は本発明に係る二重管構造の配管の一実施例を示
すもので、加熱流体輸送ラインの河川横断時における敷
設例を示している。同図において、この配管は、内管1
と外管2とから二重管構造金成し、また4つの曲がり部
3a〜3dと5つの直管部4a〜4Cとからなるクラン
ク状の形状に敷設されている。なお、直管部4m、4c
、4sは水平に敷設され、上記クランク状のクランク腕
部に相当する直管部4b、4dは垂直に敷設されている
FIG. 1 shows an embodiment of piping having a double pipe structure according to the present invention, and shows an example of laying a heated fluid transport line when crossing a river. In the same figure, this piping is the inner pipe 1
It has a double pipe structure made of metal and an outer pipe 2, and is laid in a crank-like shape consisting of four bent parts 3a to 3d and five straight pipe parts 4a to 4C. In addition, straight pipe parts 4m, 4c
, 4s are laid horizontally, and the straight pipe portions 4b, 4d corresponding to the crank-shaped crank arms are laid vertically.

また、内管1は適宜間隔でスペーサ5 (5’ 、 5
″)が取り付けられており、このスペーサにより外管2
と直接接触することなく外管内に遊挿され、内外管相互
間は曲がり部3a〜3dにおいで固定されていない。一
方、外管2には伸縮継手部6が設けられている。
In addition, the inner tube 1 is provided with spacers 5 (5', 5
″) is attached, and this spacer allows the outer tube 2
The inner and outer tubes are loosely inserted into the outer tube without being in direct contact with each other, and the inner and outer tubes are not fixed at the bends 3a to 3d. On the other hand, the outer tube 2 is provided with an expansion joint portion 6.

第2図はこの二重管構造の配管の断面図で、特に水平に
敷設された直管部に関して示している。
FIG. 2 is a cross-sectional view of this double-pipe structure, and particularly shows the straight pipe section laid horizontally.

同図において、内管lの外側には輸送流体の温度降下を
考慮した保温材7が張設され、更にその外側には保温材
7が外管2と直接接触しないようにスに一す5が取り付
けられている。保温材7はケイ酸カルシウム等の成型品
又はウレタン発泡材等からなシ、内管1の外側に限らず
、外管2の外側に施すこともできる。
In the figure, a heat insulating material 7 is stretched on the outside of the inner pipe 1 in consideration of the temperature drop of the transport fluid, and furthermore, a heat insulating material 7 is placed on the outside so that the heat insulating material 7 does not come into direct contact with the outer pipe 2. is installed. The heat insulating material 7 is made of a molded product such as calcium silicate or a urethane foam material, and can be applied not only to the outside of the inner tube 1 but also to the outside of the outer tube 2.

また、ここで注目すべきことは、第2図からも明らかな
ように、スペーサ5と外管内壁との間に意図的に間隙を
設けていることである。この間隙は保温材7の厚み、配
管の伸び率、スペーサ5の高さ、二重管の組み立て方法
によっても異なるが、2〜5tyn程度が好寸しい。間
隙がこれよシ大きいと、外管サイズが太くなシネ経済で
あシ、一方これより小さいと内外管の伸縮差の吸収性が
少なく、外管2の伸縮継手部6がいつも作用するので、
同継手の耐久性が悪くなり、また施工性も悪くなる。
Also, what should be noted here is that, as is clear from FIG. 2, a gap is intentionally provided between the spacer 5 and the inner wall of the outer tube. Although this gap varies depending on the thickness of the heat insulating material 7, the elongation rate of the pipe, the height of the spacer 5, and the method of assembling the double pipe, it is preferably about 2 to 5 tyn. If the gap is larger than this, the outer tube size will be thicker and economical, but if it is smaller than this, there will be little absorption of the difference in expansion and contraction between the inner and outer tubes, and the expansion joint 6 of the outer tube 2 will always act.
The durability of the joint deteriorates, and the workability also deteriorates.

なお、スペーサ5はグラスチック、ゴム、セラミックス
等の非電導性材料からなるものが好ましいが、特に第1
図の垂直な直管部4b、4dにかけるスペーサ5′につ
いては、外管2′1に伸縮力で押す力が作用し、またス
ペーサ5″は垂直な直管部4b、4dの配管重量が作用
するので、伸縮量や配管サイズを考慮し鋼板製を考慮す
ることも必要である。ただし、鋼板製の場合は、少なく
とも外管内壁と接する部分が非電導・性材料で絶縁され
たものを用いることによって、通常電気防食のために内
管に動電している電流が外管に流れることを防止するこ
とができる。また、スペーサの形状は・リブ状、歯車状
、ケ゛り状など任意の形状でよい。
It should be noted that the spacer 5 is preferably made of a non-conductive material such as glass, rubber, or ceramics.
As for the spacer 5' that is placed on the vertical straight pipe sections 4b and 4d in the figure, a pushing force is applied to the outer tube 2'1 due to expansion and contraction force, and the spacer 5'' is connected to the pipe weight of the vertical straight pipe sections 4b and 4d. Therefore, it is necessary to consider the amount of expansion and contraction and piping size, and consider using a steel plate.However, in the case of a steel plate, at least the part that contacts the inner wall of the outer tube should be insulated with a non-conductive or conductive material. By using this spacer, it is possible to prevent the current that is normally applied to the inner tube for cathodic protection from flowing to the outer tube.The shape of the spacer can be arbitrary, such as rib-like, gear-like, or cage-like. The shape is fine.

一方、スペーサの取付間隔は、配管の径、内管の内容物
、保温材の強度、スペーサの強度等全考慮のうえ決定し
、一般には2〜5m程度であるが、上記と同様の’hB
由で大きい力が作用する箇所では比較的短い間隔で取り
付けることが好ブしい。
On the other hand, the spacer installation interval is determined after taking into account the diameter of the pipe, the contents of the inner pipe, the strength of the heat insulating material, the strength of the spacer, etc., and is generally about 2 to 5 m.
Therefore, it is preferable to install them at relatively short intervals in locations where large forces are applied.

第3図は第1図の直管部4Cの一部断面図で、特に外管
2の伸縮継手部6の構造に関して示している。同図にお
いて、分離離間した一方の外管の端部には、他方の外管
の端部全囲繞するスリーブ6aが取9付けられている。
FIG. 3 is a partial sectional view of the straight pipe section 4C shown in FIG. 1, particularly showing the structure of the expansion joint section 6 of the outer tube 2. In the figure, a sleeve 6a that completely surrounds the end of the other outer tube is attached to the end of one of the separated outer tubes.

このスリーブ6aの先端部と外管との間隙には、シール
部材6bが配設され、このシール部材6bはスリーブ先
端部に固定された止め具6cによって該スリーブ先端に
保持されるようになっている。
A sealing member 6b is disposed in the gap between the tip of the sleeve 6a and the outer tube, and the sealing member 6b is held at the tip of the sleeve by a stopper 6c fixed to the tip of the sleeve. There is.

したがって、伸縮継手部6を挾む両外管相互間に長手方
向の力が作用すると、シール部材6bとこれが接触する
外管周面とが摺動面となって両外管相互間が移動し、上
記長手方向の力、すなわち両外管相互間の移動を吸収す
ることにkる。
Therefore, when a longitudinal force acts between the two outer tubes that sandwich the expansion joint 6, the seal member 6b and the outer tube circumferential surface with which it comes into contact act as a sliding surface, causing the two outer tubes to move. , to absorb the longitudinal force, ie the movement between the two outer tubes.

また、上記伸縮継手部6の両端近傍は、伸縮継手部6が
正しく軸方向に伸縮できるように配管支持台8により支
持式れ、かつ間管が地震時等により配管橋から落下しな
いようにU&シルトによ勺配管支持台8に取り付けられ
ている。
In addition, the vicinity of both ends of the expansion joint 6 are supported by pipe supports 8 so that the expansion joint 6 can expand and contract in the axial direction correctly, and U & It is attached to the piping support stand 8 with silt.

次に、この二重管構造の配管の作用について説明する。Next, the action of this double pipe structure piping will be explained.

水平な直管部4a、4e、4eにおいて(第1図)、内
外管の長平方向の伸縮差が、垂直な直管部4b。
In the horizontal straight pipe parts 4a, 4e, and 4e (Fig. 1), the difference in expansion and contraction in the longitudinal direction of the inner and outer pipes is the vertical straight pipe part 4b.

4dに作用する場合、その伸縮差は垂直な直管部4、 
h 、 4 dにおけるス被−?s’と外管内壁との間
隙によシー次的に吸収される。
4d, the difference in expansion and contraction is the vertical straight pipe part 4,
h, 4 d cover? It is sequentially absorbed by the gap between s' and the inner wall of the outer tube.

寸だ、上記伸縮差が上記間隙による吸収量を越えZ)場
合には、ス被−サ5′が外管内壁に当接して外管を押圧
することになるが、この押圧力によシ外管の伸Mg手部
6が伸縮するため、その押圧力、づ−なわち上Bじ間隙
による吸収量を越えた伸縮差は、ここて二次的に吸収量
れる。
If the expansion/contraction difference exceeds the amount of absorption by the gap (Z), the cover 5' will come into contact with the inner wall of the outer tube and press the outer tube, but this pressing force will cause the Since the expanded Mg arm portion 6 of the outer tube expands and contracts, its pressing force, that is, the difference in expansion and contraction that exceeds the amount absorbed by the upper gap B is secondarily absorbed here.

一方、rへ垂な直管部4 b 、 4 d VCおいて
、内外管の長手方向に伸縮差が生じた場合には、その伸
縮差は上記と同様1て水平な直管部4g、4c、4eに
、!’、−rrrるスー?−サと外管内壁との間隙によ
り吸収てれる。なお、直垂i直管部4b、4dのように
比較的短い部分は、伸縮差も小さく、上記間隙′で十分
吸収できるため、更に外管に伸縮継手部を設ける必要に
ない。
On the other hand, if there is a difference in expansion and contraction in the longitudinal direction of the inner and outer tubes in the straight pipe parts 4b and 4d VC perpendicular to , to 4e,! ', -rrr Sue? - It is absorbed by the gap between the sensor and the inner wall of the outer tube. In addition, in relatively short portions such as the vertical i-straight pipe portions 4b and 4d, the difference in expansion and contraction is small and the above-mentioned gap ' can sufficiently absorb the difference, so there is no need to further provide an expansion joint in the outer tube.

このj:うに、この二重管構造の配管は、スに−サと外
管内壁との間隙と、伸縮継手部の両方で伸縮差を吸収す
ることができる。
This piping with a double pipe structure can absorb the difference in expansion and contraction both in the gap between the pipe and the inner wall of the outer pipe and in the expansion joint.

なお、本実施例では河川横断時の敷設例について説明し
たが、道路上の横断時、その他二重管構造を必要とする
構内、地上や地下の水平配管などいかなる箇所におい、
ても本発明は適用できるものである。また、配管の形状
も本実施例のクランク形のものに限らず、種々のものが
考えられ、約90″のL形の曲がり部1つ金有する配管
、あるいけ鈍角(く形)の曲がシ部1つを有する配管、
またはこれらの組み合わせからなるいかなる形状の配管
も含むものである。第4図(a) 、 (b)、および
(C)はそれぞれ上記り形およびく形の曲がり部を含ん
だ他の配管例を示すものである。なお、X−7平面は水
平面を示している。第4図(、)は、2つのL形の曲が
り部の組み合わせからなる配管である。
In this example, we have explained an example of installation when crossing a river, but in any place such as when crossing a road, inside a premises that requires a double pipe structure, horizontal piping above ground or underground, etc.
The present invention is applicable to any case. In addition, the shape of the piping is not limited to the crank shape of this example, but various shapes can be considered, such as piping with a single L-shaped bend of about 90", or a pipe with an obtuse angle (square) bend. Piping having one part,
It also includes any type of piping made of a combination of these. FIGS. 4(a), 4(b), and 4(C) show other examples of piping including the above-mentioned bow-shaped and rectangular bent portions, respectively. Note that the X-7 plane indicates a horizontal plane. FIG. 4(,) shows a pipe consisting of a combination of two L-shaped bends.

もち論、いずれか一方をく形のもの上用いてもよい。第
4図(b)は1つのL形の曲がり部と2つのく形の曲が
り部の組み合わせからなる配管であり、第4図(c)は
3つのL形の曲がシ部の組み合わせから力る配管である
Of course, either one may be used for a Ku-shaped object. Figure 4(b) shows a pipe consisting of a combination of one L-shaped bent part and two box-shaped bent parts, and Figure 4(c) shows a piping system consisting of a combination of three L-shaped bent parts. This is the piping.

ま“た、伸縮継手部は、伸紬可能で、漏洩拡散防止上十
分水密性が保持されるものであれば、本人施例のような
スリーブ型に限ラス、ユニバーサル型、べ、ローズ型等
、種々のものを利用することができるが、作動時の反力
が小でく比較的安価という理由から、スリーブ型が好ま
しい。また、伸縮継手部の配設箇所、個数も本実施例に
限定されない。更に、内管の端部はポンダ、タンク等に
接続されるが、外管端部は漏洩拡散防止用等のように月
数型にしてもよいし、また内管との間に各種流体’t 
:a、 jために密閉型とすることもできる。
In addition, expansion joints should be limited to sleeve types such as the one used in my case, such as lath, universal, bellows, etc., as long as they are expandable and sufficiently watertight to prevent leakage and diffusion. Various types can be used, but the sleeve type is preferable because the reaction force during operation is small and it is relatively inexpensive.Also, the location and number of expansion joints are limited to those in this example. Furthermore, the end of the inner pipe is connected to a ponder, tank, etc., but the end of the outer pipe may be shaped like a cylinder to prevent leakage and diffusion. fluid't
:a, j It can also be made into a closed type.

〔発明の効果〕〔Effect of the invention〕

以上説明したように本発明によれば、内外管の伸縮差金
、ス被−サと外管内壁との間隙、および外管の伸縮筬手
マ;1へにより効果的に吸収することができる。′+/
ζ、上記伸X¥7i差が小さい場合にはスに一部と外管
内壁との間隙で十分吸収できるため、伸縮メ床手部/ぺ
常時作用することがなく、伸縮継手部の劣化を防止でき
る。更に、内外管を互いに固定する必要がないためかj
工が1)11単となシ、捷た固定点が々いグこめ固足点
からの熱放散の防止及び電気防食しζダ1す2)絶縁が
容易である。
As explained above, according to the present invention, it is possible to more effectively absorb into the expansion/contraction difference between the inner and outer tubes, the gap between the cover and the inner wall of the outer tube, and the expansion/contraction grip of the outer tube. ′+/
ζ, If the above expansion It can be prevented. Furthermore, it is not necessary to fix the inner and outer tubes to each other.
The construction is 1) 11 strands, and the spun fixing points are very effective at preventing heat dissipation from the fixing point and providing cathodic protection.2) It is easy to insulate.

したがって、漏洩拡散防止用二重管あるいは各種高温ま
たは低温の流体輸送用・母イブ等の敷設に有利に応用す
ることができる。
Therefore, it can be advantageously applied to the installation of double pipes for preventing leakage and diffusion, or mother tubes for transporting various high-temperature or low-temperature fluids.

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

第1図は本発明に係る二重管構造の配管の一実施例を示
す全体概念図、第2図は第1図の二重管構造を示す断面
図、第3図は第1図の伸縮継手部の構造を示す一部断面
図、第4図は本発明に係る二重管構造の配管を適用した
他の形状の配管図である。 1・・・内管、2・・外管、3a〜3d・・・曲がり部
・4a〜4e・・・直管部、5 、5’ 、 5”・・
・スペーサ、6・・・伸縮接手部、7・・保温材、8・
・・配管支持台、9・・・Uゼルト。 メー\                      
         〆1\Oj)
Fig. 1 is an overall conceptual diagram showing an embodiment of piping with a double pipe structure according to the present invention, Fig. 2 is a sectional view showing the double pipe structure of Fig. 1, and Fig. 3 is an expansion/contraction diagram of Fig. 1. FIG. 4 is a partial cross-sectional view showing the structure of the joint part, and is a diagram of piping of another shape to which the piping of the double pipe structure according to the present invention is applied. 1...Inner pipe, 2...Outer pipe, 3a to 3d...Bent part, 4a to 4e...Straight pipe part, 5, 5', 5"...
・Spacer, 6... Expandable joint part, 7... Heat insulating material, 8...
...Piping support stand, 9...U Zelt. Baa\
〆1\Oj)

Claims (4)

【特許請求の範囲】[Claims] (1)内管と外管とからなり、曲がり部を有する二重管
構造の配管において、外管内径よりも外管との間に遊び
ができる程度に小さいスペーサを適宜間隔で内管に固定
し、前記曲がり部付近に固定点を設けず該内管を外管に
遊挿し、かつ外管に伸縮継手部を設けてなる二重管構造
の配管。
(1) In piping with a double pipe structure consisting of an inner pipe and an outer pipe and having a bent part, spacers smaller than the inner diameter of the outer pipe are fixed to the inner pipe at appropriate intervals to allow play between the outer pipe and the outer pipe. The pipe has a double pipe structure, in which the inner pipe is loosely inserted into the outer pipe without providing a fixing point near the bent part, and the outer pipe is provided with an expansion joint.
(2)前記スペーサは、少なくとも内管と外管とを電気
絶縁するものである特許請求の範囲第(1)項記載の二
重管構造の配管。
(2) The double pipe structure piping according to claim (1), wherein the spacer electrically insulates at least the inner pipe and the outer pipe.
(3)前記スペーサの外径は、外管内径よりも2〜5c
m小さい特許請求の範囲第(1)項記載の二重管構造の
配管。
(3) The outer diameter of the spacer is 2 to 5 cm larger than the inner diameter of the outer tube.
A pipe having a double pipe structure according to claim (1).
(4)前記スペーサの取付間隔は、2〜5m程度で、前
記曲がり部付近では比較的短い間隔である特許請求の範
囲第(1)項記載の二重管構造の配管。
(4) The double pipe structure piping according to claim (1), wherein the spacers are installed at intervals of about 2 to 5 m, and are relatively short in the vicinity of the bend.
JP14566584A 1984-07-13 1984-07-13 Piping having double pipe structure Granted JPS6124889A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14566584A JPS6124889A (en) 1984-07-13 1984-07-13 Piping having double pipe structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14566584A JPS6124889A (en) 1984-07-13 1984-07-13 Piping having double pipe structure

Publications (2)

Publication Number Publication Date
JPS6124889A true JPS6124889A (en) 1986-02-03
JPH0214591B2 JPH0214591B2 (en) 1990-04-09

Family

ID=15390253

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14566584A Granted JPS6124889A (en) 1984-07-13 1984-07-13 Piping having double pipe structure

Country Status (1)

Country Link
JP (1) JPS6124889A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03237963A (en) * 1990-02-16 1991-10-23 Matsushita Electric Ind Co Ltd Dishwasher
JP2010151156A (en) * 2008-12-24 2010-07-08 Jfe Engineering Corp Underground double-walled pipe and pipeline having the underground double-walled pipe
WO2017179620A1 (en) * 2016-04-12 2017-10-19 三菱日立パワーシステムズ株式会社 Piping structure and boiler system
KR20220034958A (en) * 2020-09-11 2022-03-21 정우이앤이 주식회사 Vacuum insulated piping
JPWO2023152842A1 (en) * 2022-02-09 2023-08-17

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5743088A (en) * 1980-08-28 1982-03-10 Nippon Kokan Kk Zigzag pipings structure by double pipe

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5743088A (en) * 1980-08-28 1982-03-10 Nippon Kokan Kk Zigzag pipings structure by double pipe

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03237963A (en) * 1990-02-16 1991-10-23 Matsushita Electric Ind Co Ltd Dishwasher
JP2010151156A (en) * 2008-12-24 2010-07-08 Jfe Engineering Corp Underground double-walled pipe and pipeline having the underground double-walled pipe
WO2017179620A1 (en) * 2016-04-12 2017-10-19 三菱日立パワーシステムズ株式会社 Piping structure and boiler system
JP2017190815A (en) * 2016-04-12 2017-10-19 三菱日立パワーシステムズ株式会社 Piping structure and boiler system
KR20220034958A (en) * 2020-09-11 2022-03-21 정우이앤이 주식회사 Vacuum insulated piping
JPWO2023152842A1 (en) * 2022-02-09 2023-08-17

Also Published As

Publication number Publication date
JPH0214591B2 (en) 1990-04-09

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