JPS6184488A - Method of regenerating superannuated pipe - Google Patents

Method of regenerating superannuated pipe

Info

Publication number
JPS6184488A
JPS6184488A JP59205563A JP20556384A JPS6184488A JP S6184488 A JPS6184488 A JP S6184488A JP 59205563 A JP59205563 A JP 59205563A JP 20556384 A JP20556384 A JP 20556384A JP S6184488 A JPS6184488 A JP S6184488A
Authority
JP
Japan
Prior art keywords
pipe
old
pipes
inner pipe
pressure injection
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
JP59205563A
Other languages
Japanese (ja)
Other versions
JPH0154594B2 (en
Inventor
耕平 上田
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP59205563A priority Critical patent/JPS6184488A/en
Publication of JPS6184488A publication Critical patent/JPS6184488A/en
Publication of JPH0154594B2 publication Critical patent/JPH0154594B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

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】 <工>産業上の利用分野 本発明は老朽化した高底パイプラインや陸上パイプライ
ンその他の管体等の老朽管を再生使用できるよう構成し
た、老朽管の再生方法に関するも゛のである。
[Detailed description of the invention] <Engineering> Industrial application field The present invention is a method for regenerating old pipes, which is configured to reuse old pipes such as old high-bottom pipelines, land pipelines, and other pipe bodies. It's also about.

<■>従来の技術 石油、ガス、水その他の流体の運送手段としてパイプラ
イン等の管体が存在する。
<■> Prior Art Pipe bodies such as pipelines exist as a means of transporting oil, gas, water, and other fluids.

しかしこうしたパイプラインは数年から数十年でパイプ
の内部に腐蝕が発生して漏洩事故が起こることがある。
However, over a period of several years to several decades, corrosion can occur inside the pipes, leading to leakage accidents.

そのために新たにパイプを敷設することも考えられるが
、敷設するルートの確保や工事費等に問題が残るため、
既設の老朽管を利用して新設管を敷設する方法が成され
ている。
It is possible to lay new pipes for this purpose, but there are still problems with securing the route and construction costs.
One method is to use existing old pipes to lay new pipes.

例えば、老朽管に沿って一定の間隔で立坑を掘り、老朽
管の最大外径より大きい内径を有するパイプを前記立坑
に降ろし、パイプど老朽管との管芯を合せて新設管を掘
進し、新設管が覆った所の老朽管を切断するなどして新
設管内から1友きだし立坑内から排除する方法である。
For example, a vertical shaft is dug at regular intervals along an old pipe, a pipe having an inner diameter larger than the maximum outer diameter of the old pipe is lowered into the shaft, the core of the pipe is aligned with the old pipe, and a new pipe is dug. This method involves cutting off the old pipes that are covered by the new pipes and removing them from the shaft.

く■〉本発明が解決しようとする問題点上記の例に代表
される老朽管の敷設替え工法には、次のような問題点が
存在する。
■〉Problems to be Solved by the Present Invention The following problems exist in the method of replacing old pipes as typified by the above example.

(イ)老朽管を撤去しなければならない等工事か煩雑で
工費がかかり、工期も長い。
(b) The work is complicated and expensive, as obsolete pipes must be removed, and the construction period is long.

(ロ)新設管の挿入にあIこっては先端で牽引する方法
、後方から押込む方法があるが、牽引するためには老朽
管の先端からワイヤーを通す等工事に手間かかかる。
(b) When inserting a new pipe, there are two methods: towing it at the tip or pushing it in from the rear, but towing it requires a lot of work, such as passing a wire through the tip of the old pipe.

また牽引ライ1フーーが老朽管の内面に傷をつける。In addition, the towed Lie 1 Fuu damages the inner surface of the old pipe.

さらに押込む方法では過大な圧縮力が動き内パイプに座
屈等の光生の恐れもある。
Furthermore, with the pushing method, there is a risk that excessive compressive force may cause buckling or other defects in the moving pipe.

本発明は以上のような問題点を解決するために成された
もので、新しいパイプと老朽管を一体化することによっ
て工費節減、工期の短縮等を計ることができ、しかも新
設管に悪影響を与えることのない、老朽管の再生方法を
提供することを目的どする。
The present invention was made to solve the above-mentioned problems, and by integrating new pipes and old pipes, it is possible to reduce construction costs and shorten the construction period, and moreover, it does not have a negative impact on newly installed pipes. The purpose is to provide a method for regenerating old pipes without causing damage.

< IV >問題点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では次のような手段を採用した。
<IV> Means for solving the problems In order to achieve the above object, the present invention employs the following means.

(イ)老朽管の中にできるだけ薄肉の内パイプを挿入す
る。
(b) Insert an inner pipe as thin as possible into the old pipe.

(ロ)老朽管内への内パイプの挿入にあたっては、内パ
イプの先端を閉塞しておき、後方から圧力水や圧丘空気
等を注入して閉塞した内パイプに圧力を加えて行なう。
(b) When inserting an inner pipe into an old pipe, the tip of the inner pipe is closed off, and pressure water, pressure air, etc. is injected from behind to apply pressure to the blocked inner pipe.

(ハ)溶接等によって複数の内パイプを軸方向に接続し
、必要長の内パイプ群を老朽管内に敷設する。
(c) Connect multiple inner pipes in the axial direction by welding, etc., and lay a group of inner pipes of the required length inside the old pipe.

(二〉老朽管と内パイプ群との間には固化材を充填し、
老朽管と内パイプ群とを一体にした二Φ管構造の再生管
を施工する。
(2) Fill the space between the old pipe and the inner pipe group with a solidifying material,
We will construct a recycled pipe with a two-diameter pipe structure that integrates the old pipe and the inner pipe group.

<V>実施例(第1.6図) 次に本発明の実施例を図面にもとづいて説明するが、そ
の前に使用する各部材について説明する。
<V> Embodiment (Fig. 1.6) Next, an embodiment of the present invention will be described based on the drawings, but before that, each member used will be explained.

第1図においてAは老朽管、1は内パイプ、2は蓋体、
3は圧力圧入パイプ、4は反力枠である。
In Figure 1, A is an old pipe, 1 is an inner pipe, 2 is a lid body,
3 is a pressure fitting pipe, and 4 is a reaction frame.

(イ)内パイプ 内パイプ1は老朽管△の内側に挿入可能な直径の両端開
放の管体である。
(A) Inner Pipe The inner pipe 1 is a tube body with both ends open and having a diameter that can be inserted into the inside of the aged pipe △.

そして内パイプ1を接続してできた内パイプ群Bと老朽
管Aからなる再生管Cの内空断面をでき   j! るだけ老朽管Aにちかずけるため、内パイプ1の外径は
老朽管Aの内径にもかいものとし、さらに薄肉タイプの
管体を使用する。
Then, create the internal cross-section of the regenerated pipe C, which is made up of the inner pipe group B created by connecting the inner pipes 1 and the old pipe A. j! Since the inner pipe 1 is close to the aged pipe A, the outer diameter of the inner pipe 1 is made to match the inner diameter of the aged pipe A, and a thin-walled pipe body is used.

さらに内パイプ1の外周には老朽管Aに挿入する時にス
ペーサー的作用をはだす複数の突起体11を突設づる。
Furthermore, a plurality of protrusions 11 are protruded from the outer periphery of the inner pipe 1 to act as spacers when inserted into the aged pipe A.

(第6図参照) この突起体11は、内パイプ群Bの外周に螺旋状に並ふ
ように位置する。
(See FIG. 6) The protrusions 11 are arranged spirally around the outer periphery of the inner pipe group B.

ざらに内パイプ1の先端には、内パイプ1に着脱自在の
蓋体2を嵌合して構成する。
A removable lid body 2 is fitted to the tip of the inner pipe 1.

蓋体2は膜構造のもの等でも良く、あるいは先頭の内パ
イプ1の先端を閉塞して形成する場合もある。
The lid 2 may have a membrane structure or the like, or may be formed by closing the tip of the inner pipe 1 at the front.

なa5先頭の内パイプ1の先端は内径が小さくなるよう
に形成し、挿入の際、老朽管への内側の突起物(例えば
溶接のタレ等)に影響を受けないようにすることも考え
られる。
It is also possible to form the tip of the inner pipe 1 at the top of A5 so that the inner diameter is small so that it will not be affected by protrusions on the inside of the old pipe (for example, welding sag) when inserting it. .

(ロ)圧力注入パイプ    − 圧力?」ミ人パイプ3は塁端に圧力取入れ口31を在し
自由端に圧力注入口32を有する筒体である。
(b) Pressure injection pipe − Pressure? The pipe 3 is a cylindrical body having a pressure intake port 31 at the base end and a pressure inlet port 32 at the free end.

そして圧力注入口32側を内パイプ1に1■合し、反力
枠4によって老朽管Aと連結する。
Then, the pressure injection port 32 side is fitted to the inner pipe 1, and connected to the aged pipe A by the reaction force frame 4.

この圧力注入パイプ3を介して内パイプ1内に圧力水等
を注入する。
Pressure water or the like is injected into the inner pipe 1 through this pressure injection pipe 3.

(ハ)反力枠 反力枠4は老朽管Aと圧力注入パイプ3を連結して圧力
注入パイプ3に作用する反力を老朽管Aに伝える枠体で
ある。
(c) Reaction force frame The reaction force frame 4 is a frame body that connects the aged pipe A and the pressure injection pipe 3 and transmits the reaction force acting on the pressure injection pipe 3 to the aged pipe A.

従って老朽管A以外の壁面、構造物から反力を取る時に
は反力枠4は不必要となる。
Therefore, the reaction force frame 4 is unnecessary when taking reaction force from walls and structures other than the aged pipe A.

次に上記の各部材を用いての、老朽管の再生方法につい
て説明する。(第2〜5図) (イ)先端内パイプの挿入(第2図) 老朽管Aの端部から、先端を蓋体2等で閉塞した内パイ
プ1を挿入する。
Next, a method for regenerating old pipes using the above-mentioned members will be explained. (Figs. 2 to 5) (a) Inserting the inner pipe at the tip (Fig. 2) From the end of the aged pipe A, insert the inner pipe 1 whose end is closed with the lid 2 or the like.

そして内パイプ1の他端に圧力注入パイプ3の圧力注入
口32側を嵌合する。
Then, the pressure injection port 32 side of the pressure injection pipe 3 is fitted to the other end of the inner pipe 1.

次に老朽管Aと圧力注入パイプ3を反力枠4で連結した
後、圧力注入を開始する。
Next, after connecting the aged pipe A and the pressure injection pipe 3 with the reaction force frame 4, pressure injection is started.

(口〉注入開始(第2図) 老朽管Aと圧力注入パイプ3を反力枠4で連結した後、
圧力注入を開始する。
(Port) Start of injection (Fig. 2) After connecting the old pipe A and the pressure injection pipe 3 with the reaction force frame 4,
Start pressure injection.

注入圧力の反力は反力枠4によって老)う管△に受けざ
ぜているので、圧力注入時に圧力注入パイプ3が移動す
ることはない。
Since the reaction force of the injection pressure is applied to the aging pipe Δ by the reaction force frame 4, the pressure injection pipe 3 does not move during pressure injection.

(ハ)内パイプ群の敷設く第3図) 圧力注入により老朽管A内に挿入された内パイプ1の後
端に、新たな内パイプ1を溶接等によって接続し内パイ
プ群Bを形成していく。
(C) Laying the inner pipe group (Figure 3) A new inner pipe 1 is connected by welding or the like to the rear end of the inner pipe 1 inserted into the old pipe A by pressure injection to form the inner pipe group B. To go.

すなわら先頭の内パイプ1を老朽管A内に挿入したら、
反力枠4、及び圧力注入パイプ3を取り外して次の内パ
イプ1を溶接等によって先行する内パイプ1に接続する
In other words, if you insert the first inner pipe 1 into the old pipe A,
The reaction frame 4 and the pressure injection pipe 3 are removed, and the next inner pipe 1 is connected to the preceding inner pipe 1 by welding or the like.

なお各内パイプ1の接続は、内パイプ1の外周面に螺旋
状に配置された突起体11が、内パイプ群Bの外周面で
も螺旋状になるように接続する。
The inner pipes 1 are connected in such a way that the protrusions 11 arranged spirally on the outer circumferential surface of the inner pipes 1 are also connected spirally on the outer circumferential surface of the inner pipe group B.

(第1.6図参照) 接続終了後、第4図に示すように再び反力枠4、及び圧
力注入パイプ3をセットして内パイプ群Bを圧入する。
(See Figure 1.6) After the connection is completed, as shown in Figure 4, the reaction frame 4 and pressure injection pipe 3 are set again and the inner pipe group B is press-fitted.

(第5図) (ニ)固化材の注入(第6図) ゼ朽管Aと、複数の内パイプ1からなる内パイプl!T
 Bとの間に、固化材5を注入して内外を一体にする。
(Fig. 5) (d) Injection of solidifying material (Fig. 6) Inner pipe 1 consisting of ze-decomposition pipe A and plural inner pipes 1! T
A solidifying material 5 is injected between the inside and the outside to integrate the inside and outside.

そして内パイプl!IB先端の蓋体2を取除く等しで、
老朽管Aと内パイプ群Bとからなる再生管Cの敷設を終
了する。
And the inner pipe! By removing the lid 2 at the tip of the IB, etc.
The installation of regenerated pipe C consisting of aged pipe A and inner pipe group B is completed.

(ホ)その他の実施例1 上記実施例以外の方法で内パイプ群Bを形成Jることち
できる。
(E) Other Embodiments 1 The inner pipe group B can be formed by a method other than the above embodiments.

すなわら、先端を閉塞し、内部に圧力注入パイプ3を内
蔵した内パイプ1を老朽管A内に挿入し、その内パイプ
1の後胤に新たな内パイプ1を溶接した後に圧力注入を
行う。
That is, the inner pipe 1 with its tip closed and the pressure injection pipe 3 built inside is inserted into the old pipe A, and a new inner pipe 1 is welded to the progeny of the inner pipe 1, and then pressure injection is performed. .

内パイプ1内の圧力注入パイプ3は、圧力注入孔32か
らの圧力水等が内パイプ1内に充満することにより後退
する。
The pressure injection pipe 3 inside the inner pipe 1 is retracted as the inner pipe 1 is filled with pressure water etc. from the pressure injection hole 32.

反力枠4に当圧するまで後退してさらに圧力性xtmv
″5・jll(麦”(DM、+<471815    
Retreat until it comes into contact with the reaction force frame 4 and further pressurize xtmv
``5・jll (wheat)'' (DM, +<471815
.

管A内に送り込む。Send it into pipe A.

次に圧力注入パイプ3を再び内パイプ1内に挿入して新
たな内パイプ1を接続する。
Next, the pressure injection pipe 3 is reinserted into the inner pipe 1 and a new inner pipe 1 is connected.

なお後方の内パイプ1を老朽管A内に送り込む時、圧力
注入パイプ3が同時に前進するように構゛成することも
考えられる。
It is also conceivable that when the rear inner pipe 1 is fed into the aged pipe A, the pressure injection pipe 3 is moved forward at the same time.

くべ)その池の実施例2 また第7図に示すように、圧力注入パイプ3を押出ず、
送り込み装置6を使用して行なうことも考えられる。
Example 2 of the pond Also, as shown in Fig. 7, the pressure injection pipe 3 is not pushed out,
It is also conceivable to use the feeding device 6.

ツなわら、圧力注入パイプ3の圧力取入れ口31側に送
り込みvR装置を設置する。
At the same time, a vR device is installed on the pressure intake port 31 side of the pressure injection pipe 3.

送り込み装置6は例えばラック、ビニオン機構R等によ
り圧力注入パイプ3を押出すよう構成する。
The feeding device 6 is configured to push out the pressure injection pipe 3 using, for example, a rack or a pinion mechanism R.

そして新たな内パイプ1を、すでに挿入された内パイプ
81:Bの後端に接続した後、圧力注入をしつつ、送り
込み装置6で圧力性、入パイプ3を前進させる。く第7
図) 一定の距離だけ前進させたらもとの位置まで圧力注入パ
イプ3−を後退させて、ざらに新たな内パイプ1を接続
し、この工程を繰返す方法である。
After connecting the new inner pipe 1 to the rear end of the already inserted inner pipe 81:B, while injecting pressure, the inlet pipe 3 is moved forward by the feeding device 6. 7th
(Figure) After advancing a certain distance, the pressure injection pipe 3- is retreated to its original position, a new inner pipe 1 is roughly connected, and this process is repeated.

< Vl >発明の効果 本i明は以上説明したようになるので次のような効果を
期待することができる。
<Vl> Effects of the Invention Since the present invention has been described above, the following effects can be expected.

(イ)再生管の構築にあたっては、老朽管内に内パイプ
を接続して挿入し・、複数の内パイプからなる内パイプ
群と老朽管の間に固化材を注入して行なった。
(b) In constructing the regenerated pipe, an inner pipe was connected and inserted into the old pipe, and a solidifying material was injected between the inner pipe group consisting of multiple inner pipes and the old pipe.

従って老朽管撤去の手間を必要とせず工期の短縮、工費
の低減を計ることかできる。
Therefore, it is possible to shorten the construction period and reduce construction costs without requiring the trouble of removing old pipes.

(ロ)老朽管内への内パイプの挿入にあたっては、内パ
イプの先端舎、取り外しのできるh体等で閉塞して、後
方から圧力水や圧搾空気等を注入して蓋体に圧力を加え
て行なった。
(b) When inserting the inner pipe into an old pipe, close the end of the inner pipe with a removable H body, etc., and apply pressure to the lid body by injecting pressurized water, compressed air, etc. from the rear. I did it.

前方から牽引するのと同様の作用をもたらす。It has the same effect as traction from the front.

寸なわら後方から内パイプ肝を押し込む方法ではないの
で、パイプに圧縮力がかからず、内パイプ群に悪影響を
与えることがない。
Since this method does not involve pushing the inner pipes from behind, no compressive force is applied to the pipes, and there is no adverse effect on the inner pipes.

(ハ)再生管は、老朽管と内パイプ群とからなる二重管
か、一体の(吊造の管体となる。
(c) The regenerated pipe will be either a double pipe consisting of an old pipe and a group of inner pipes, or a one-piece (suspended pipe) body.

従って外部からの圧力等に対しては老朽管が内パイプ群
を保没し、内面は新たな内パイプからなる内パイプ群な
ので耐腐蝕性が高く、強靭な管体として再生することが
できる。
Therefore, the old pipes preserve the inner pipe group against external pressure, etc., and the inner pipe group is made up of new inner pipes on the inner surface, so it is highly corrosion resistant and can be regenerated as a strong pipe body.

(ニ)内パイプの外周には突起体が取付1ノられている
ので、1irr人時に、内パイプと老朽管とがn)妄接
触せず、摩擦が少ないばかりでなく、老朽管の溶接タレ
等に引掛かることなくスムーズに挿入が(牙なえる。
(D) Since a protrusion is attached to the outer circumference of the inner pipe, there is no accidental contact between the inner pipe and the old pipe during 1irr operation, and not only is there less friction, but there is also no welding sag on the old pipe. It can be inserted smoothly without getting caught.

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

第1図:本発明の老朽管の再生方法に使用する各部材の
説明図 第2〜5図二本発明の老朽管の再生方法の説明図第6図
:本発明の老朽管の再生方法による再生管の説明図 第7図゛−その他の実施例2の説明図 1:内パイプ 2:蓋体 3;圧力注入パイプ4:反力
枠 5:固化材
Figure 1: An explanatory diagram of each member used in the method for regenerating old pipes of the present invention. Figures 2-5. Explanatory diagram of regeneration pipe Figure 7 - Other explanatory diagram of Example 2 1: Inner pipe 2: Lid body 3; Pressure injection pipe 4: Reaction force frame 5: Solidifying material

Claims (1)

【特許請求の範囲】[Claims] 老朽管内に先端を閉塞した内パイプを挿入し、この内パ
イプを加圧して老朽管内を前進させ、内パイプ群と老朽
管との間に固化材を注入することを特徴とする、老朽管
の再生方法。
A method for repairing old pipes, which is characterized by inserting an inner pipe with a blocked tip into the old pipe, pressurizing the inner pipe to move it forward inside the old pipe, and injecting a solidifying material between the group of inner pipes and the old pipe. How to play.
JP59205563A 1984-10-02 1984-10-02 Method of regenerating superannuated pipe Granted JPS6184488A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59205563A JPS6184488A (en) 1984-10-02 1984-10-02 Method of regenerating superannuated pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59205563A JPS6184488A (en) 1984-10-02 1984-10-02 Method of regenerating superannuated pipe

Publications (2)

Publication Number Publication Date
JPS6184488A true JPS6184488A (en) 1986-04-30
JPH0154594B2 JPH0154594B2 (en) 1989-11-20

Family

ID=16508963

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59205563A Granted JPS6184488A (en) 1984-10-02 1984-10-02 Method of regenerating superannuated pipe

Country Status (1)

Country Link
JP (1) JPS6184488A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06159552A (en) * 1993-08-13 1994-06-07 Taisei Corp Method for recovering existing pipe
JP2007071258A (en) * 2005-09-05 2007-03-22 Taisei Corp Reproduction method for old ramshackle pipe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3816989B2 (en) * 1996-08-09 2006-08-30 大成建設株式会社 Multiple pipe construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06159552A (en) * 1993-08-13 1994-06-07 Taisei Corp Method for recovering existing pipe
JP2007071258A (en) * 2005-09-05 2007-03-22 Taisei Corp Reproduction method for old ramshackle pipe
JP4599254B2 (en) * 2005-09-05 2010-12-15 大成建設株式会社 How to regenerate old pipes

Also Published As

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JPH0154594B2 (en) 1989-11-20

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