JPS61276006A - Air flow control device for pipe reclamating work - Google Patents

Air flow control device for pipe reclamating work

Info

Publication number
JPS61276006A
JPS61276006A JP60118481A JP11848185A JPS61276006A JP S61276006 A JPS61276006 A JP S61276006A JP 60118481 A JP60118481 A JP 60118481A JP 11848185 A JP11848185 A JP 11848185A JP S61276006 A JPS61276006 A JP S61276006A
Authority
JP
Japan
Prior art keywords
pipe
air flow
flow rate
pressure
lining
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
JP60118481A
Other languages
Japanese (ja)
Inventor
Toshio Kobayashi
敏雄 小林
Morio Ichino
市野 盛夫
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.)
PIPE RIFURETSUSHIYU KK
Original Assignee
PIPE RIFURETSUSHIYU KK
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 PIPE RIFURETSUSHIYU KK filed Critical PIPE RIFURETSUSHIYU KK
Priority to JP60118481A priority Critical patent/JPS61276006A/en
Publication of JPS61276006A publication Critical patent/JPS61276006A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/18Appliances for use in repairing pipes

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Coating Apparatus (AREA)
  • Flow Control (AREA)
  • Cleaning In General (AREA)

Abstract

PURPOSE:To execute the air flow control without depending on the perception of the operator, automatically and suitably and to hold the pipe reclamating work at the high level by setting the sequencer beforehand in accordance with the characteristic of the provided pipe. CONSTITUTION:When the electric power source is turned on, an in-pipe remaining water removing mode is set, a manual driving unit 16 is operated, thereby, electromagnetic valves 111-11n are successively opened, and after that, when the valve is closed, the process of the corrosion rate inspection advances. Here, the valves 111-11n are successively opened and the pressure drop of respective provided pipes is recorded. In the same way, the rust in the provided pipe is dried. Next, the same process is repeated, and at the downstream side of pipe joints 121-12n, the sand is supplied and ground. In the leaking test, the prescribed quantity of the pressure in the provided pipe is pressured by a pressure adjusting valve 4, an opening closing valve 3 is tightened, and kept as it is for the prescribed time, and the indicated value of respective pressure gages is confirmed. Next, at the downstream side of the valves 111-11n, the cleaned water is supplied, cleaning is executed and in the same process, the drying process advances. At the lining process, in accordance with the prescribed lining coated film thickness, a suitable air flow is supplied to respective provided pipes based upon the size and the length of the provided pipe and lining is equally executed to the internal surface of these provided pipes.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、管更正工事に用いられる空気の流量を制御す
るための装置に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a device for controlling the flow rate of air used in pipe rehabilitation work.

〈従来の技術〉 従来から既設管路の内壁に形成された錆を除去し必要に
応じて管の内壁面にライニングを施すようにした管更正
工事が行なわれている。このような管更正工事に於ては
、第1図に示されたように、多数の工程からなっている
<Prior Art> Pipe rehabilitation work has heretofore been carried out by removing rust formed on the inner wall of an existing pipe and, if necessary, lining the inner wall of the pipe. Such pipe rehabilitation work consists of a number of steps, as shown in Figure 1.

即ち、既設管路の配管の一部を外し、その上流端及び下
流端に管更正工事用の配管類を接続し、(ST1 ) 
、次いで既設管内に空気流を導入して既設管内の残水を
除去しくST2>、既設管に於ける圧力降下に基づき既
設管内の発錆状況を評価しく5T3)、次いで継続して
高速の空気流を供給することにより管内の錆を乾燥させ
(ST4)、錆を脆い状態にし、次の研磨工程に於ける
研磨が良好に行なわれるようにする。
In other words, a part of the existing pipeline is removed, and piping for pipe rehabilitation work is connected to its upstream and downstream ends (ST1).
Next, an air flow is introduced into the existing pipe to remove residual water in the existing pipe (ST2>), and the state of rust inside the existing pipe is evaluated based on the pressure drop in the existing pipe (5T3), and then high-speed air flow is continuously introduced into the existing pipe. By supplying the flow, the rust inside the pipe is dried (ST4), and the rust is made brittle so that polishing in the next polishing step can be performed well.

続いて、高速の空気流により砂などの研磨材を既設管内
にて搬送しく5T5) 、管内の錆を除去し、続いて既
設管内に於ける圧力降下を測定することにより研磨状況
を評価する(Sr1)。更に、既設管内部を所定圧に加
圧し、圧力の減衰状況を測定することにより既設管の漏
洩試験を行なう(Sr7)。
Next, the abrasive material such as sand is transported inside the existing pipe using a high-speed air flow (5T5), rust is removed inside the pipe, and the polishing status is evaluated by measuring the pressure drop inside the existing pipe (5T5). Sr1). Furthermore, a leakage test of the existing pipe is conducted by pressurizing the inside of the existing pipe to a predetermined pressure and measuring the state of pressure attenuation (Sr7).

続いて、管内に水を導入し、管内を洗浄する(Sr8)
。再び空気流を既設管内に導入して洗浄用に用いられた
水を除去する(Sr9)。更に必要に応じてエポキシ樹
脂などを用いて管の内壁面にライニングを施す(ST1
0)。ライニングを施す際にも、高速の空気流を用いて
管の内壁面に均質なライニングが施されるようにし、次
いで同じく空気流によりライニング塗膜を乾燥させる。
Next, water is introduced into the pipe to clean the inside of the pipe (Sr8)
. Air flow is again introduced into the existing pipe to remove the water used for cleaning (Sr9). Furthermore, if necessary, line the inner wall surface of the tube using epoxy resin or the like (ST1
0). When applying the lining, a high-velocity air stream is used to ensure that a homogeneous lining is applied to the inner wall surface of the tube, and then the lining film is dried by the same air stream.

ライニング工程の終了後再び漏洩試験(ST11)を行
ない、既設管から管更正用の装置を取外して、既設管路
を元の状態に復旧しく5T12)、既設管を使用してみ
て、既設管が適正に復旧されたか否かを検査する(ST
13)。
After the completion of the lining process, a leakage test (ST11) is carried out again, the pipe rehabilitation equipment is removed from the existing pipe, and the existing pipe is restored to its original state (5T12). Inspect whether it has been properly restored (ST
13).

〈発明が解決しようとする問題点〉 このように、管更正工事は多数の工程からなり、しかも
工程の多くに於て高速の空気流を管内に導入する必要が
あり、しかも工程毎に既設管に供給されるべき空気圧、
即ち空気流量が異なり、従来は既設管の上流端に圧力計
を設置して管内に供給されるべき空気流量を手動により
調節していた。
<Problems to be solved by the invention> As described above, pipe rehabilitation work consists of many steps, and in many of the steps it is necessary to introduce high-speed airflow into the pipe, and each step requires the introduction of high-speed airflow into the pipe. the air pressure to be supplied to,
That is, the air flow rate is different, and conventionally, a pressure gauge was installed at the upstream end of the existing pipe to manually adjust the air flow rate to be supplied into the pipe.

−しかしながら、このような管更正工事に於て重要なパ
ラメータは空気流量であり、既設管の上流端に設けられ
た圧力計は、必ずしも既設管内に導入される空気流の流
量の尺度とはなり得ない。何故なら、圧力計の指示値と
実際の既設管内の流量との関係は、既設管の内径及びそ
の長さばかりでなく、途中の屈曲状態、或いは用いられ
ている各種の管継手の特性の影響を強く受けるからであ
る。
- However, the important parameter in such pipe rehabilitation work is the air flow rate, and the pressure gauge installed at the upstream end of the existing pipe is not necessarily a measure of the flow rate of the air flow introduced into the existing pipe. I don't get it. This is because the relationship between the reading on the pressure gauge and the actual flow rate in the existing pipe is affected not only by the inner diameter of the existing pipe and its length, but also by the bending condition along the way and the characteristics of the various pipe fittings used. This is because they are strongly affected by

従って、従来は、オペレータの勘に頼って既設管路に導
入される空気圧を設定するようにしていたが、必ずしも
高品質の工事結果を達成することができなかった。
Therefore, conventionally, the air pressure introduced into the existing pipeline has been set by relying on the operator's intuition, but it has not always been possible to achieve high-quality construction results.

く問題点を解決するための手段〉 このような従来技術の欠点に鑑み、本発明の主な目的は
、オペレータの勘に頼ることなく管更正工事を自動的に
かつ適切に行ない得るような管更正工事用空気流量制御
装置を提供することにある。
Means for Solving the Problems> In view of the shortcomings of the prior art, the main object of the present invention is to provide a pipe repair work that can automatically and appropriately perform pipe rehabilitation work without relying on the operator's intuition. An object of the present invention is to provide an air flow rate control device for renovation work.

〈作用〉 このように管更正工事の各工程毎に最適な流量もって空
気流を既設管内に導入させることができるため、オペレ
ータの勘に頼ることなく、常に高いレベルの工事品質を
達成することが可能となる。
<Function> In this way, airflow can be introduced into existing pipes at the optimal flow rate for each step of pipe rehabilitation work, making it possible to consistently achieve a high level of construction quality without relying on the operator's intuition. It becomes possible.

〈実施例〉 以下、本発明の好適実施例を添付の図面について詳しく
説明する。
<Embodiments> Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第2図は本発明に基づく空気流量制御装置の構成を図式
的に示す説明図である。ポンプとエアタンクとからなる
ものであって良い空気圧源1には主管路2が接続されて
おり、主管路2にはその上流側から順に開閉弁3、調節
弁4及びピトー管8が設けられ、該主管路2の下流端は
n個の分岐管に分岐するマニホールドをなし、各分岐管
101〜10nにはそれぞれ電磁弁111〜11゜及び
既設管に接続されるべき管継手121〜12.が設けら
れている。
FIG. 2 is an explanatory diagram schematically showing the configuration of an air flow rate control device based on the present invention. A main pipe line 2 is connected to the air pressure source 1, which may be composed of a pump and an air tank, and the main pipe line 2 is provided with an on-off valve 3, a control valve 4, and a pitot pipe 8 in this order from the upstream side. The downstream end of the main pipe 2 forms a manifold that branches into n branch pipes, and each of the branch pipes 101 to 10n is equipped with a solenoid valve 111 to 11° and a pipe joint 121 to 12° to be connected to the existing pipe. is provided.

圧力調節弁4は所謂パイロット式のものであって、パイ
ロブ1〜圧管路7から供給されるパイロット圧を減圧弁
6により減圧し、アクチュエータ5により圧力調節弁4
を制御するようにしてなるものである。また、ピトー管
8には主管路2内の流量を現す尺度としての差圧を測定
するための差圧計9が設けられ、主管路2内の流量に対
応する電気信号を発生し得るものである。電磁弁111
〜11nは複数の既設管のそれぞれを流量制御装置に選
択的に接続するためのものである。
The pressure regulating valve 4 is of a so-called pilot type, and the pilot pressure supplied from the pyrobe 1 to the pressure line 7 is reduced by the pressure reducing valve 6, and the pressure regulating valve 4 is reduced by the actuator 5.
This is done by controlling the Further, the pitot tube 8 is provided with a differential pressure gauge 9 for measuring the differential pressure as a measure of the flow rate in the main conduit 2, and is capable of generating an electrical signal corresponding to the flow rate in the main conduit 2. . Solenoid valve 111
-11n are for selectively connecting each of the plurality of existing pipes to the flow rate control device.

この空気流m制御装置を制御するための制御装置13内
には、電源スィッチその他の手動モード、或いは諸パラ
メータの設定に用いられる手動スイッチを備える制御盤
15、流量制御装置の各作動モードを定めるシーケンサ
14及び流量制御のためのコントローラ17が内蔵され
ている。また既設管路の下流端などに於て作業を行なう
オペレータが処理されるべき既設管路を変更したり、新
たな作業モードの開始時点を指示するために用いる手動
運転ユニット16が接続されている。コントローラ13
と手動運転ユニット16とは互いに電話により接続され
、コントローラ側のオペレータと手動運転ユニット側の
オペレータとの間での打合せが可能にしである。しかし
ながら一般には、コントローラ13を常時オペレータが
監視する必要はない。
A control device 13 for controlling the airflow control device includes a control panel 15 equipped with a power switch and other manual modes, or manual switches used to set various parameters, and a control panel 15 that determines each operating mode of the flow rate control device. A sequencer 14 and a controller 17 for flow rate control are built-in. Also connected is a manual operation unit 16 that is used by an operator working at the downstream end of an existing pipeline to change the existing pipeline to be processed or to instruct the start point of a new work mode. . Controller 13
and the manual operation unit 16 are connected to each other by telephone, allowing a meeting between the operator on the controller side and the operator on the manual operation unit side. However, in general, it is not necessary for an operator to constantly monitor the controller 13.

シーケンサ14は開閉弁3、コントローラ17及び手動
運転ユニット16に接続されており、予め設定された所
定の作動モードを順次実現する働きをする。コントロー
ラ17は、制御入力として差圧系9の出力を受入れ、制
御出力として調節弁4のアクチュエータに制御出力とし
ての作動信号を供給する。またシーケンサ14により定
められる目標値がコントローラ17に各作動モードごと
に供給されることとなる。
The sequencer 14 is connected to the on-off valve 3, the controller 17, and the manual operation unit 16, and functions to sequentially realize predetermined operation modes set in advance. The controller 17 receives the output of the differential pressure system 9 as a control input, and supplies an actuation signal as a control output to the actuator of the control valve 4 as a control output. Further, the target value determined by the sequencer 14 is supplied to the controller 17 for each operation mode.

次に第1図のフローチャートに基づいて本発明に基づく
流量制御装置の作動要領について説明する。尚、本発明
に基づく流量制御装置は、第1図に於ける管内残水除去
(Sr2>からライニング工程(ST10)までを自動
化せんとするものであって、主にこれらの過程について
31明する。
Next, the operating procedure of the flow rate control device according to the present invention will be explained based on the flowchart shown in FIG. The flow rate control device based on the present invention is intended to automate the process from removing residual water in the pipe (Sr2> to the lining process (ST10) in Fig. 1, and these processes will mainly be explained in 31. .

まず、第2図に示された流量制御装置に電源を投入する
と、自動的に管内残水除去(Sr2)のモードが設定さ
れ、手動運転ユニット16を操作することにより、電磁
弁111〜11.を順次選択的に開き、最後の電磁弁が
開かれた後これを閉じると自動的に次の腐蝕度検査(S
r3)の過程に進む。次の腐蝕度検査(Sr3)の過程
に於ては、Sr2と同様に電磁弁111〜11oを順次
開き、各既設管に於ける圧力降下を自動的に記録する。
First, when power is applied to the flow rate control device shown in FIG. are selectively opened sequentially, and when the last solenoid valve is opened and closed, the next corrosion degree inspection (S
Proceed to step r3). In the process of the next corrosion degree inspection (Sr3), similarly to Sr2, the solenoid valves 111 to 11o are sequentially opened and the pressure drop in each existing pipe is automatically recorded.

この記録結果は後の研磨工程(Sr5)に於ける研磨時
間を設定するために利用することができる。尚上記した
二つの工程に於て圧力調節弁4は全開の状態にある。管
内鏡乾燥工程(Sr4)に於ても、上記2工程と同様に
して既設管内の錆を乾燥させる。
This recorded result can be used to set the polishing time in the subsequent polishing step (Sr5). Incidentally, in the above two steps, the pressure regulating valve 4 is in a fully open state. In the tube endoscope drying step (Sr4), rust inside the existing pipe is dried in the same manner as in the above two steps.

次の研磨工程(Sr5)に於ても前記工程と同様の工程
が繰返されるが、管継手121〜12゜の下流側にて所
要量の研磨材としての砂が供給される。
In the next polishing step (Sr5), the same steps as those described above are repeated, but a required amount of sand as an abrasive is supplied downstream of the pipe joints 121-12°.

漏洩試験(Sr7)に於ては、圧力調整弁4により、既
設管内の圧力を3Kg/cmまで7JG圧し、次いで開
閉弁3を締め、所定時間そのままにし各既設管に設けら
れた圧力計の指示値の変化を監視し、既設管の漏洩がな
いことを確認する。
In the leakage test (Sr7), the pressure inside the existing pipes is increased to 7JG to 3Kg/cm using the pressure regulating valve 4, and then the on-off valve 3 is closed and left as it is for a predetermined period of time until the pressure gauge installed in each existing pipe indicates the pressure. Monitor changes in values and confirm that there are no leaks from existing pipes.

次の洗浄工程(Sr1)に於ては加圧空気の供給が必要
でなく、図示されていない別途の管路により各電磁弁1
11〜11oの下流側にて洗浄水を供給する。次いで乾
燥工程(Sr9)に於てはSr2〜Sr4と同様の工程
を行ない洗浄水を完全に除去し、次いでライニング過程
(ST10)に進む。特にライニング工程に於ては、供
給される空気流量の大小によりライニングの塗膜厚さが
左右されるため、所要のライニングの塗膜の厚さに応じ
て、また既設管の寸法及び長さに基づき適正な空気流量
を各既設管に供給してこれ等既設管の内壁面にライニン
グを均一に施す。
In the next cleaning process (Sr1), there is no need to supply pressurized air, and a separate pipe line (not shown) is provided for each solenoid valve 1.
Cleaning water is supplied on the downstream side of 11 to 11o. Next, in the drying step (Sr9), the same steps as Sr2 to Sr4 are performed to completely remove the washing water, and then the process proceeds to the lining step (ST10). In particular, in the lining process, the thickness of the lining coating depends on the amount of air flow supplied, so the thickness of the lining coating depends on the size and length of the existing pipe. Based on this, an appropriate air flow rate is supplied to each existing pipe, and the inner walls of these existing pipes are uniformly lined.

このように本発明によれば、既設管の特性に応じてシー
ケンサを予め設定しておけば、オペレータの勘に回答頼
ることなく、所定のシーケンスに従って管更正工事を行
なうことができる。
As described above, according to the present invention, by setting the sequencer in advance according to the characteristics of the existing pipe, pipe rehabilitation work can be performed according to a predetermined sequence without relying on the operator's intuition.

〈発明の効果〉 このように本発明によれば、管更正工事に於けるオペレ
ータに対する負担が軽減され、しかもすべての工程を自
動的に処理することができ、管更正工事に要する時間を
大幅に短縮することができる。しかも供給される空気の
流量を各既設管ごとに適正値に設定することができるた
め、管更正工事の工事品質を常に高いレベルに保持する
ことが可能となり、その効果は極めて大である。
<Effects of the Invention> As described above, according to the present invention, the burden on operators during pipe rehabilitation work is reduced, and all processes can be automatically processed, significantly reducing the time required for pipe rehabilitation work. Can be shortened. Moreover, since the flow rate of the supplied air can be set to an appropriate value for each existing pipe, the quality of pipe rehabilitation work can always be maintained at a high level, which is extremely effective.

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

第1図は本発明に基づく空気流量制御装置を応用するこ
とのできる管更正工事の過程を示すフロー図である。 第2図は本発明に基づく管更正工事用空気流量制御装置
の機能的構成を示すダイアグラム図である。 1・・・空気圧源    2・・・主管路3・・・開閉
弁     4・・・圧力調節弁5・・・アクチュエー
タ 6・・・減圧弁7・・・パイロット圧管路8・・・
ピトー管9・・・差圧計     10・・・分岐管路
11・・・電磁弁    12・・・管継手13・・・
制御装置   14・・・シーケンサ15・・・制御盤
    16・・・手動運転ユニット17・・・コント
ローラ 特許出願人  株式会社パイプリフレッシュ代  理 
 人  弁理士  大 島 陽 −第1図
FIG. 1 is a flow diagram showing the process of pipe rehabilitation work to which the air flow rate control device based on the present invention can be applied. FIG. 2 is a diagram showing the functional configuration of the air flow control device for pipe rehabilitation work based on the present invention. 1... Air pressure source 2... Main pipe line 3... Open/close valve 4... Pressure adjustment valve 5... Actuator 6... Pressure reducing valve 7... Pilot pressure pipe line 8...
Pitot tube 9... Differential pressure gauge 10... Branch pipe line 11... Solenoid valve 12... Pipe joint 13...
Control device 14...Sequencer 15...Control panel 16...Manual operation unit 17...Controller Patent applicant Pipe Refresh Co., Ltd. Agent
Person Patent Attorney Yo Oshima - Figure 1

Claims (1)

【特許請求の範囲】 管更正工事用空気流量制御装置であって、 空気圧源と、 前記空気圧源の下流側に接続された主管路と、前記主管
路の下流端に設けられた、更正されるべき管に接続され
るべき管継手と、 前記主管路の中間部に設けられた流量制御弁と前記流量
制御弁の下流側の前記主管路に設けられた流量測定手段
と、 管更正工事の各工程に対応する作動モードを順次定める
シーケンサと、 前記流量測定手段の出力信号に基づき前記流量制御弁を
作動させることにより、前記シーケンサにより設定され
る作動モードごとに前記主管路内の目標流量を設定し得
るようにされたコントローラとを備える空気流量制動装
置。
[Scope of Claims] An air flow control device for pipe rehabilitation work, comprising: an air pressure source; a main pipe connected to the downstream side of the air pressure source; and a pipe installed at the downstream end of the main pipe to be repaired. a pipe joint to be connected to the main pipe; a flow control valve provided in the middle of the main pipe; a flow rate measuring means provided in the main pipe downstream of the flow control valve; and pipe rehabilitation work. a sequencer that sequentially determines operating modes corresponding to processes; and a target flow rate in the main pipe for each operating mode set by the sequencer by operating the flow rate control valve based on an output signal of the flow rate measuring means. An air flow damping device comprising: a controller adapted to control the air flow rate;
JP60118481A 1985-05-31 1985-05-31 Air flow control device for pipe reclamating work Pending JPS61276006A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60118481A JPS61276006A (en) 1985-05-31 1985-05-31 Air flow control device for pipe reclamating work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60118481A JPS61276006A (en) 1985-05-31 1985-05-31 Air flow control device for pipe reclamating work

Publications (1)

Publication Number Publication Date
JPS61276006A true JPS61276006A (en) 1986-12-06

Family

ID=14737741

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60118481A Pending JPS61276006A (en) 1985-05-31 1985-05-31 Air flow control device for pipe reclamating work

Country Status (1)

Country Link
JP (1) JPS61276006A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59170903A (en) * 1983-03-17 1984-09-27 Tokyo Keiki Co Ltd Digital valve control device
JPS59216667A (en) * 1983-05-23 1984-12-06 Nippon Plant Service Center:Kk Lining method of pipe inner wall

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59170903A (en) * 1983-03-17 1984-09-27 Tokyo Keiki Co Ltd Digital valve control device
JPS59216667A (en) * 1983-05-23 1984-12-06 Nippon Plant Service Center:Kk Lining method of pipe inner wall

Similar Documents

Publication Publication Date Title
AU741019B2 (en) Apparatus for internally coating live gas pipe joints or other discontinuities
JP2003502156A (en) Method and apparatus for inserting and propelling a coating device into and through a live gas pipeline
EP0789180B1 (en) Method of lining the internal surface of a pipe
US2483082A (en) Repairing water pipes and equipment for use therein
CA2311049C (en) Method for cleaning and renovating pipelines
EP0922899B1 (en) Method of repairing an existing pipeline including a primary pipe and a branch pipe
US6726778B2 (en) Method for cleaning and renovating pipelines
CN117095584A (en) A training platform for simulating leakage in pressure pipe networks
JP3454406B2 (en) Leakage and flow rate inspection device
JP2000334363A (en) Renewing apparatus and renewing method for junction or branch pipe
CA2408579C (en) Method for cleaning and renovating pipelines
US4699078A (en) Apparatus for repairing a pipeline
KR100874730B1 (en) Coating method inside the pipe
JPH038906B2 (en)
JP2580079B2 (en) New and old replacement method of gas supply service pipe
GB2361288A (en) Valve vibration
EP0697557A2 (en) Method for lining and quickly selaing pipes, in particular for drinking water pipes
JP2700328B2 (en) Repair method for lining of pipe inner surface
JP7376888B2 (en) Pipe repair equipment
JPH01293167A (en) Method for repairing lining of inner surface of pipe
JPH0327345B2 (en)
JPH11244801A (en) In-piping cleaning method and its apparatus
CN121715983A (en) Self-adaptive adjusting process system of double-gun water vapor rust-proof sand blasting machine
JPS60175580A (en) Application of lining to inner wall of pipe
CN106269333A (en) Foaming agent or bubble-tight agent coating method in pipeline