JPH0562280B2 - - Google Patents
Info
- Publication number
- JPH0562280B2 JPH0562280B2 JP60067359A JP6735985A JPH0562280B2 JP H0562280 B2 JPH0562280 B2 JP H0562280B2 JP 60067359 A JP60067359 A JP 60067359A JP 6735985 A JP6735985 A JP 6735985A JP H0562280 B2 JPH0562280 B2 JP H0562280B2
- Authority
- JP
- Japan
- Prior art keywords
- resin
- pig
- pressure
- pipe
- 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.)
- Expired - Lifetime
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/18—Appliances for use in repairing pipes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Pipe Accessories (AREA)
Description
本発明は、主として地下に布設されている通信
用ケーブル等の引込み管路となる既設配管、ある
いは、ガス管などの既設配管を、埋設状態のまま
管内から、腐蝕孔を閉塞したり、管を補強すべく
管内面に樹脂のライニング塗膜を形成するような
補修を施す既設配管の補修工法に関するものであ
る。
The present invention is a method for plugging corrosion holes or removing existing pipes such as communication cables, etc., which are mainly laid underground, or existing pipes such as gas pipes from within the pipes while still buried. The present invention relates to a repair method for existing piping that involves forming a resin lining coating on the inner surface of the pipe for reinforcement.
地下に埋設された通信ケーブル用ケーブル等の
引込み管路となる既設配管は、これが道路下など
に布設されていることから長年月の間に、道路上
を通行する車輛の振動あるいは地震などによりそ
の管の継手部の接合状態が変化して管継手部に間
隙が生じたり、また経年により管壁が劣化して腐
蝕孔が生じたりする等の原因から、管路内に地下
水等の侵入が生じる不都合があつた。
そこで近時、その腐蝕孔を閉塞したり管を補強
するように、管内面に樹脂のライニング塗膜を形
成する補修が考えられている。
この種の補修工法の一種として、地下に埋設さ
れた既設管の管内に、補修用の樹脂と、この樹脂
を後方から押動して行くピグとを導入し、ピグの
牽引により、樹脂を、管路に沿つて一方の分離開
口部から他方の分離開口部に向けて移動して行く
過程で、ピグの外周と管内面との間の間隙から樹
脂を後方へ流出させ、その管内面に所要厚さのラ
イニング塗膜を形成するような既設管路の補修工
法が、例えば特公昭58−50779号公報にみられる
ようにより提案されている。
Existing piping, which serves as a lead-in conduit for communication cables buried underground, is laid under roads, so over many years it has been damaged by vibrations from vehicles passing on the road, earthquakes, etc. Groundwater, etc. can enter into pipes due to changes in the joint condition of pipe joints, creating gaps in pipe joints, or corrosion holes forming due to deterioration of pipe walls over time. There was an inconvenience. Therefore, recent efforts have been made to repair the pipe by forming a resin lining coating on the inner surface of the pipe in order to close the corrosion holes and reinforce the pipe. As a type of repair method, a repair resin and a pig that pushes the resin from behind are introduced into the existing pipe buried underground, and the resin is pulled by the pig. In the process of moving along the pipe from one separation opening to the other, the resin flows backward from the gap between the outer periphery of the pig and the inner surface of the pipe, and the required amount is applied to the inner surface of the pipe. A method of repairing existing pipes by forming a thick lining coating film has been proposed, for example, in Japanese Patent Publication No. 58-50779.
上述の補修工法において、管内面に形成される
樹脂ライニング塗膜の厚みは、樹脂の牽引移動に
よつて樹脂と管内壁との間の粘性抵抗からピグの
直前の樹脂に生起する樹脂圧、に大きく依存され
るものであり、この樹脂圧は、ピグの前方に注入
される樹脂の量(樹脂長)やピグの牽引速度等に
よつて変化されるものである。従つて、補修区間
の初期段階では、樹脂の量が多く樹脂圧は高いこ
とからライニング塗膜の厚さが厚く、補修の進行
につれて補修後段では、ピグの前側の樹脂量が減
少するに伴ない樹脂圧が次第に低下して、樹脂ラ
イニング塗膜の厚みも次第に薄くなるように変化
する。このような厚みの減少を補償して管全長に
わたり均一厚さの樹脂ライニング塗膜を形成する
ため、従来、ピグの牽引速度を変化させる工法が
あるが、この方式の場合、進行中、所定のプログ
ラムに従つて牽引速度を順次変化させる方式とし
なければならず、これでは装置が複雑になる問題
がある上、実際の厚みは往々にして均一にならな
い等の問題があつた。
In the above repair method, the thickness of the resin lining film formed on the inner surface of the pipe depends on the resin pressure generated in the resin just in front of the pig due to the viscous resistance between the resin and the inner wall of the pipe due to the traction movement of the resin. This resin pressure varies depending on the amount of resin injected in front of the pig (resin length), the pulling speed of the pig, etc. Therefore, at the initial stage of the repair section, the amount of resin is large and the resin pressure is high, resulting in a thick lining coating film, and as the repair progresses, in the later stages of the repair, as the amount of resin on the front side of the pig decreases. As the resin pressure gradually decreases, the thickness of the resin lining coating also changes to become gradually thinner. In order to compensate for this decrease in thickness and form a resin lining film with a uniform thickness over the entire length of the pipe, there is a conventional construction method that changes the pulling speed of the pig. The traction speed must be changed sequentially according to a program, which has the problem of complicating the device and causing problems such as the actual thickness often not being uniform.
本発明は、上述の問題点を課題として提案され
たもので、補修の進行により樹脂量(樹脂圧)が
変化しても、形成される樹脂ライニング塗膜の厚
さを均一化できるように、ライニング塗膜の厚み
に直接関与する樹脂圧と所定の比例関係をもつて
ピグの外周と管内面との間のライニング間隙を制
御することにより、管全長にわたり均一厚さの樹
脂ライニング塗膜を形成し得るように改良された
既設配管の補修工法を提供しようとするものであ
る。
The present invention was proposed to address the above-mentioned problems, and is designed to make the thickness of the resin lining coating film uniform even if the amount of resin (resin pressure) changes as the repair progresses. By controlling the lining gap between the outer circumference of the pig and the inner surface of the pipe in a predetermined proportional relationship with the resin pressure, which is directly related to the thickness of the lining film, a resin lining film with a uniform thickness is formed over the entire length of the pipe. The purpose of this project is to provide an improved method for repairing existing piping.
この目的を達成するため本発明は、樹脂を押動
するピグの、内部に、中空の圧力室を設けてピグ
の外周を半径方向に拡縮できる構成となし、また
ピグの前側に、移動樹脂の樹脂圧を検知する圧力
センサを装備して、該センサにより検出された樹
脂圧を、設定されたパラメータに応じて所定の比
例関係となる信号に変換を行ない、この信号に応
じた油圧、圧力調整弁を介して前記ピグの圧力室
内に導入することにより、ピグの外周と管内面と
の間に形成されるライニング間隙を樹脂量(樹脂
圧)に対応した間隙とすることで、所望厚さの樹
脂ライニング塗膜が管全長にわたつて均一に形成
でき得るようにしてなることを特徴とするもので
ある。
In order to achieve this object, the present invention has a structure in which a hollow pressure chamber is provided inside the pig that pushes the resin so that the outer periphery of the pig can be expanded and contracted in the radial direction. Equipped with a pressure sensor that detects resin pressure, the resin pressure detected by the sensor is converted into a signal that has a predetermined proportional relationship according to the set parameters, and the oil pressure and pressure are adjusted according to this signal. By introducing the resin into the pressure chamber of the pig through the valve, the lining gap formed between the outer periphery of the pig and the inner surface of the pipe corresponds to the amount of resin (resin pressure), thereby achieving the desired thickness. It is characterized in that the resin lining coating can be formed uniformly over the entire length of the pipe.
以下、図面を参照して本発明方法の一実施例を
具体的に説明する。
第1図は補修施工の状態を概略的に示す図であ
り、図において符号1は、道路下等の地下に配管
された補修対象の既設管路(通信ケーブル等の引
込み管路)の一部である。この既設管路1は一般
的にマンホールを介して道路下に長く布設されて
いるもので、マンホールとマンホールの間を1単
位の補修空間として、その一方の分離解放端を開
口したマンホール内において、その分離開放口か
ら既設管路1内に、ピグ2が導入され、このピグ
2は牽引索3により管路1内に沿つて牽引される
ように、管内に通線された牽引索3に取付けられ
ている。このピグ2の導入にあたり、ピグ2の前
側にはその管内に樹脂D、例えばエポキシ系樹脂
が注入される。
上記ピグ2は、第3図に示されているように進
行方向の先端側に硬質弾性材、例えば硬度が60度
程度のネオプレンゴム等からなる截頭円錐状の頭
部片21と、これに続く円柱状の軟質弾性材、例
えば硬度50度程度の硬質ネオプレンスポンジ等か
らなる胴部片22とを、その前後端に配置した支
持円板で挾持して構成のものである。そして、上
記頭部片21の円錐面には、その直前の樹脂Dの
圧力を検出する圧力センサ41が埋込状態に配設
され、これは信号ケーブル42により前記ピグ導
入開口部を介して外部の制御盤4(第2図参照)
に接続される。また胴部片22の内部には、圧力
室23が、中空に形成されてあり、この圧力室2
3に、第2図に示す油圧回路5の、モータ51に
より駆動される油圧ポンプ52からの圧油が、ホ
ース54を介して導入され、圧力調整弁53で設
定される油圧の大きさに応じてピグ2の外周面を
半径方向に拡張、収縮できるようにしている。
補修施工にあたり、上述のピグ2は、ウインチ
を駆動することにより牽引索3に引かれて既設管
路1内を、導入側から他端側へ牽引され、このピ
グ2の牽引により、樹脂Dが押動されて管内を移
動するもので、この移動時、樹脂Dが、ピグ2の
外周面と管内面との間の間隙から後方に流出され
て既設配管1内の管内面に樹脂ライニング塗膜1
dが形成されるものである。
このようにして形成される樹脂ライニング塗膜
1dの厚みは、ピグ2により押動される樹脂Dの
樹脂圧、特にピグ2の直前の樹脂Dに生起する樹
脂圧に左右されるので、本発明では、その補修の
進行時、上記樹脂圧を歪ゲージ等でなる圧力セン
サ41で検出し、それを、信号ケーブル42を介
して制御盤4のアンプ43に伝送させ、ここで設
定器44で任意に設定されるパラメータ値によつ
て、樹脂圧と所定の比例関係となるような信号に
増幅、変換させて、モータ駆動回路45を経て圧
力調整弁53を開または閉方向に操作する駆動モ
ータ46を駆動する。これにより油圧ポンプ52
からの圧油は、圧力調整弁53によりバイパスさ
れてその油圧は調整され、樹脂圧に応じた圧油
が、ホース54を介して圧力室23に導入される
ようになる。
上述の手段を装備していると、牽引により生じ
たピグ2の直前の樹脂Dの圧力は、圧力センサ4
1により検知され、アンプ43において、設定器
44によるパラメータに応じて樹脂圧に所定の比
例関係をもつ信号に、さらに圧力調整弁53を介
して所定の比例関係となる油圧に変換されるの
で、この油圧により圧力室23を介してピグ2の
外周面と既設管路1の内周面との間(ライニング
間隙)に生じる摺接面圧は、樹脂圧に応じた面圧
となり、管内周面に設定パラメータに応じた所望
厚さの均一な樹脂ライニング塗膜1dが管全長に
わたつて形成されるようになる。
このようにライニング塗膜1dの厚みを左右す
る因子(樹脂Dの圧力)を直接検出し、これに応
じてピグ2と管内面との間の摺接面圧を設定する
ので、ライニング塗膜の厚みの均一性を、補修区
間の初期から終期の段階に至るまで均一に維持す
ることができるようになる。また、油圧を用いて
操作を行なうので、信号伝達の遅れがなく、厚み
制御の追従性が良好となり、牽引速度の変化や管
内面形状の変化、あるいはピグ前方の空気圧の変
動などによる樹脂圧の変動に迅速に対応すること
ができるようになる。
なお、上述のピグ2として、そのピグの外周面
に、進行方向前側に開口して樹脂Dを既設配管1
に管継手部に案内するようにした複数の樹脂導入
用溝条と、後方に開口して管継手部内に滞溜して
いる空気を導入樹脂と置換して後方へ逃す複数の
逃出用溝条と、を設けた置換ピグとすることによ
り、管継手部に対する樹脂Dの充填をより確実に
することができる。
また、ピグ2の外周面後部に、複数のヒレ片を
設けて周方向の凹溝を形成するようにすると、ピ
グ2の外周面と管内面との間において摺動する樹
脂Dの圧力を周方向にわたつて均一化することが
でき、均一な樹脂ライニング塗膜1dを形成する
により有効となる。
このようにした樹脂ライニング塗膜1dの形成
にあたり、ライニング塗膜の厚みを所要の厚みに
設定したい場合には、設定器44によつて比例関
係のパラメータ値を変えることにより、任意に所
望の厚みに設定することができ、形成された樹脂
ライニング塗膜は所望の均一な厚みに形成される
ようになる。
Hereinafter, one embodiment of the method of the present invention will be specifically described with reference to the drawings. Figure 1 is a diagram schematically showing the state of repair work, and in the diagram, reference numeral 1 indicates a part of the existing pipe (lead pipe for communication cables, etc.) that is to be repaired and is installed underground under the road. It is. This existing pipe 1 is generally laid long under the road via a manhole, and the space between the manholes is used as one unit of repair space, and inside the manhole with one separated open end opened, A pig 2 is introduced into the existing pipeline 1 through the separation opening, and the pig 2 is attached to a tow rope 3 that is passed through the pipe so that the pig 2 is towed along the interior of the pipeline 1 by the tow rope 3. It is being When the pig 2 is introduced, a resin D, for example, an epoxy resin, is injected into the tube on the front side of the pig 2. As shown in FIG. 3, the pig 2 has a truncated conical head piece 21 made of a hard elastic material, such as neoprene rubber with a hardness of about 60 degrees, on the forward end side in the direction of movement. The body piece 22 is made of a cylindrical soft elastic material, such as a hard neoprene sponge having a hardness of about 50 degrees, and is held between support disks placed at the front and rear ends of the body piece 22. A pressure sensor 41 is embedded in the conical surface of the head piece 21 to detect the pressure of the resin D immediately before the pressure sensor 41, which is externally connected via the pig introduction opening by a signal cable 42. control panel 4 (see Figure 2)
connected to. Further, a pressure chamber 23 is formed hollow inside the body piece 22.
3, pressure oil from a hydraulic pump 52 driven by a motor 51 in the hydraulic circuit 5 shown in FIG. The outer peripheral surface of the pig 2 can be expanded and contracted in the radial direction. During repair work, the above-mentioned pig 2 is pulled by a tow rope 3 by driving a winch and is towed inside the existing pipeline 1 from the introduction side to the other end. It is pushed and moved inside the pipe, and during this movement, the resin D flows backward from the gap between the outer peripheral surface of the pig 2 and the inner surface of the pipe, and forms a resin lining coating on the inner surface of the pipe inside the existing pipe 1. 1
d is formed. The thickness of the resin lining coating film 1d formed in this way depends on the resin pressure of the resin D pushed by the pig 2, especially the resin pressure generated on the resin D immediately before the pig 2, so the present invention Then, as the repair progresses, the resin pressure is detected by a pressure sensor 41 made of a strain gauge, etc., and transmitted to the amplifier 43 of the control panel 4 via the signal cable 42, where it can be set arbitrarily by the setting device 44. A drive motor 46 amplifies and converts the signal into a signal that has a predetermined proportional relationship with the resin pressure according to parameter values set in , and operates the pressure regulating valve 53 in the opening or closing direction via the motor drive circuit 45. to drive. As a result, the hydraulic pump 52
The pressure oil is bypassed by the pressure regulating valve 53 to adjust its oil pressure, and pressure oil corresponding to the resin pressure is introduced into the pressure chamber 23 via the hose 54. When equipped with the above-mentioned means, the pressure of the resin D immediately in front of the pig 2 caused by traction can be detected by the pressure sensor 4.
1, and in the amplifier 43, it is converted into a signal having a predetermined proportional relationship to the resin pressure according to the parameters by the setting device 44, and further converted into an oil pressure having a predetermined proportional relationship via the pressure regulating valve 53. The sliding surface pressure generated between the outer circumferential surface of the pig 2 and the inner circumferential surface of the existing pipe line 1 (lining gap) due to this oil pressure via the pressure chamber 23 becomes a surface pressure corresponding to the resin pressure, and the pressure on the inner circumferential surface of the pipe A uniform resin lining coating film 1d having a desired thickness according to the set parameters is formed over the entire length of the pipe. In this way, the factor that influences the thickness of the lining coating film 1d (pressure of the resin D) is directly detected, and the sliding surface pressure between the pig 2 and the inner surface of the pipe is set accordingly. It becomes possible to maintain uniform thickness from the initial stage to the final stage of the repair section. In addition, since the operation is performed using hydraulic pressure, there is no delay in signal transmission, and thickness control has good followability, and resin pressure can be adjusted due to changes in pulling speed, changes in tube inner surface shape, or fluctuations in air pressure in front of the pig. Be able to respond quickly to changes. In addition, as the above-mentioned pig 2, the resin D is inserted into the existing pipe 1 with an opening toward the front side in the traveling direction on the outer peripheral surface of the pig.
A plurality of grooves for introducing resin into the pipe joint, and a plurality of escape grooves that open rearward to replace the introduced resin with air accumulated in the pipe joint and release it to the rear. By using a replacement pig provided with the strips, it is possible to more reliably fill the pipe joint portion with the resin D. Furthermore, if a plurality of fin pieces are provided at the rear of the outer circumferential surface of the pig 2 to form circumferential grooves, the pressure of the resin D sliding between the outer circumferential surface of the pig 2 and the inner surface of the tube can be reduced. It can be made uniform in all directions, and is more effective in forming a uniform resin lining coating film 1d. When forming the resin lining coating film 1d in this way, if you want to set the thickness of the lining coating film to a required thickness, you can arbitrarily set the desired thickness by changing the proportional relationship parameter value using the setting device 44. The resin lining coating film thus formed can be set to have a desired uniform thickness.
本発明は、以上に詳述したような補修工法であ
るので、補修区間の既設管路内においてピグを牽
引、移動させることにより樹脂ライニング塗膜を
形成するような補修を施工するにあたり、補修区
間の全長にわたつて、形成される樹脂ライニング
塗膜の厚みを、任意の所望の厚みで均一に形成で
きるようになり、かつその制御性が極めて良好で
あるという効果を奏することができる。
Since the present invention is a repair method as described in detail above, when carrying out repairs such as forming a resin lining film by towing and moving a pig within the existing pipeline in the repair section, The thickness of the resin lining coating film to be formed can be uniformly formed at any desired thickness over the entire length of the coating film, and the controllability thereof is extremely good.
第1図は本発明による補修工法の一実施例を示
す概略図、第2図は樹脂ライニング塗膜の厚み制
御回路のブロツク線図、第3図はピグの構成を示
す概略図である。
1……既設管路、1d……樹脂ライニング塗
膜、2……ピグ、21……截頭円錐状の頭部片、
22……胴部片、23……圧力室、3……牽引
索、4……制御盤、41……圧力センサ、42…
…信号ケーブル、43……アンプ、44……パラ
メータ値を設定する設定器、45……モータ駆動
回路、46……駆動用モータ、5……油圧回路、
51……モータ、52……油圧ポンプ、53……
圧力調整弁、54……ホース。
FIG. 1 is a schematic diagram showing an embodiment of the repair method according to the present invention, FIG. 2 is a block diagram of a resin lining coating thickness control circuit, and FIG. 3 is a schematic diagram showing the configuration of a pig. 1... Existing pipe line, 1d... Resin lining coating film, 2... Pig, 21... truncated conical head piece,
22... Body piece, 23... Pressure chamber, 3... Traction cable, 4... Control panel, 41... Pressure sensor, 42...
... Signal cable, 43 ... Amplifier, 44 ... Setting device for setting parameter values, 45 ... Motor drive circuit, 46 ... Drive motor, 5 ... Hydraulic circuit,
51...Motor, 52...Hydraulic pump, 53...
Pressure regulating valve, 54...hose.
Claims (1)
管内に、樹脂と、この樹脂を後方から押動して行
くピグとを導入し、 上記ピグの牽引により樹脂を押動して行く工程
時に、ピグの外周と管内面との間の間隙をライニ
ング間隙として該間隙から樹脂を後方へ流出させ
ることでその管内面に所要厚さのライニング塗膜
を形成する際、 樹脂の移動により上記ピグの直前に生起する樹
脂圧を、ピグの前側に装備した圧力センサにより
検知すると共に、この検出信号により樹脂量の変
化に伴う樹脂圧の変動と所定の比例関係で制御さ
れる油圧を、上記ピグの内部に形成された中空の
圧力室に導入して、 樹脂量が多く樹脂圧が大きい時はピグの外径を
拡径するように、また樹脂量が少なく樹脂圧が小
さい時はピグの外径を縮径するように、ピグの外
径を樹脂圧の検出信号により拡縮制御させて前記
ライニング間隙を変化させ、管内面に形成する樹
脂ライニング塗膜の厚さを、その管全長にわたり
所望の値で均一に形成できるようにしたことを特
徴とする既設配管の補修工法。[Claims] 1. A resin and a pig that pushes the resin from behind are introduced into the pipe of an existing pipe such as a communication pipe laid underground, and the resin is pulled by the pig. During the pushing process, the gap between the outer periphery of the pig and the inner surface of the tube is used as a lining gap, and the resin flows backward from the gap to form a lining coating film of the required thickness on the inner surface of the tube. The resin pressure generated just before the pig due to the movement of the resin is detected by a pressure sensor installed on the front side of the pig, and this detection signal is used to control fluctuations in resin pressure due to changes in resin amount in a predetermined proportional relationship. The hydraulic pressure is introduced into the hollow pressure chamber formed inside the pig, so that when the amount of resin is large and the resin pressure is high, the outside diameter of the pig is expanded, and when the amount of resin is small and the resin pressure is low, the outside diameter of the pig is expanded. When the outer diameter of the pig is small, the outer diameter of the pig is expanded or contracted by the resin pressure detection signal to change the lining gap, and the thickness of the resin lining coating formed on the inner surface of the pipe is adjusted. A method for repairing existing piping, characterized by making it possible to uniformly form the pipe to a desired value over the entire length of the pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60067359A JPS61228195A (en) | 1985-03-30 | 1985-03-30 | Method of construction of repair of existing piping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60067359A JPS61228195A (en) | 1985-03-30 | 1985-03-30 | Method of construction of repair of existing piping |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61228195A JPS61228195A (en) | 1986-10-11 |
| JPH0562280B2 true JPH0562280B2 (en) | 1993-09-08 |
Family
ID=13342737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60067359A Granted JPS61228195A (en) | 1985-03-30 | 1985-03-30 | Method of construction of repair of existing piping |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61228195A (en) |
-
1985
- 1985-03-30 JP JP60067359A patent/JPS61228195A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61228195A (en) | 1986-10-11 |
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