JPH0533118B2 - - Google Patents
Info
- Publication number
- JPH0533118B2 JPH0533118B2 JP7171885A JP7171885A JPH0533118B2 JP H0533118 B2 JPH0533118 B2 JP H0533118B2 JP 7171885 A JP7171885 A JP 7171885A JP 7171885 A JP7171885 A JP 7171885A JP H0533118 B2 JPH0533118 B2 JP H0533118B2
- Authority
- JP
- Japan
- Prior art keywords
- liner
- lining
- pipe
- pig
- 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.)
- Expired - Lifetime
Links
- 229920005989 resin Polymers 0.000 claims description 25
- 239000011347 resin Substances 0.000 claims description 25
- 238000000034 method Methods 0.000 claims description 20
- 230000009974 thixotropic effect Effects 0.000 claims description 7
- 230000005484 gravity Effects 0.000 claims description 5
- 238000001816 cooling Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 241000282887 Suidae Species 0.000 description 7
- 239000003822 epoxy resin Substances 0.000 description 6
- 229920000647 polyepoxide Polymers 0.000 description 6
- 238000000576 coating method Methods 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- 238000002156 mixing Methods 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 235000004347 Perilla Nutrition 0.000 description 1
- 244000124853 Perilla frutescens Species 0.000 description 1
- 238000003723 Smelting Methods 0.000 description 1
- 230000003213 activating effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000007670 refining Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、上下水道、化学工業、製紙、製鉄、
製錬業等々、広く産業社会の各分野において、主
として既設のパイプラインをそのまゝの状態で内
面にライニングを施す一方法に関し、特に従来ク
リーニング用または異種液の区分輸送用等として
知られているピグと下述するライナーとを組合わ
せて、これらを水力圧送することにより、大口径
且つ長距離のパイプラインに対しても所要厚の樹
脂ライニングを容易に行うようにしたことを技術
的特徴とするものである。[Detailed description of the invention] [Industrial application field] The present invention is applicable to water supply and sewage, chemical industry, paper manufacturing, iron manufacturing,
In various fields of industrial society, such as smelting and refining, it is mainly concerned with a method of lining the inner surface of existing pipelines as they are, and in particular, it is known as a method for lining the inner surface of existing pipelines as they are, especially for cleaning or transporting different types of liquids separately. The technical feature is that by combining the pig with the liner described below and hydraulically transporting these, it is possible to easily line pipelines with the required thickness with resin even for large-diameter and long-distance pipelines. That is.
従来から比較的長いパイプラインの内面に、塗
料や接着剤等を薄く塗布する所謂コーテイング手
段としてピグと呼ばれる物体を使用して行う方法
が知られいるが、その内容は、
(1) 予め、パイプ内を貫通させたワイヤーの一端
側に所定の間隔を置いて複数個のピグを取付
け、これらのピグ相互間に塗料を注入した上、
該ワイヤーを牽引してコーテイングする方法。
Conventionally, a method has been known in which an object called a pig is used as a coating method to apply a thin layer of paint, adhesive, etc. to the inner surface of a relatively long pipeline. Attach multiple pigs at a predetermined interval to one end of the wire that has been passed through the wire, inject paint between these pigs, and
A method of pulling and coating the wire.
(2) ピグを2個以上使用し、ピグ相互間に接着剤
等を介在させて、それらを気体又は液体によつ
て圧送する方法。(2) A method in which two or more pigs are used, an adhesive or the like is interposed between the pigs, and the pigs are pumped using gas or liquid.
等がそれであり、上記ピグは、(1)の場合には管内
径よりも2mm程度小さいものが使用されるが、流
体で圧送する(2)の場合には管内径と同じか、それ
よりも大きい径のピグが使用されていたのであ
る。In the case of (1), the pig used is about 2 mm smaller than the inner diameter of the pipe, but in the case of (2), in which fluid is used for pumping, the pig is the same as or smaller than the inner diameter of the pipe. Large diameter pigs were used.
然しながら、(1)のワイヤーを用いてピグを牽引
する工法は、長大な管路や屈曲の多い配管には実
際上適用が困難であつたし、又(2)の流体圧を利用
する工程においても、ピグを気体の圧縮性流体で
圧送するものは、ピグが間歇的或いは波動的に走
行し易く、ピグの速度をある程度上げなければ安
定走行が得られなかつたから、樹脂を低粘度に限
定することが条件となり、また水力を圧送源とす
るものは、後続ピグに管内径よりも大きいピグを
用いる関係上、接着剤の粘度や走行速度は前者よ
りも緩和されるが、いづれにしてもそのコーテイ
ング厚は一工程当たり数十ミクロンとなり、ピン
ホール等が発生し易くなつて制度の高い全面コー
テイングは期待出来なかつたのである。 However, the method (1) of pulling the pig using a wire is difficult to apply in practice to long pipelines or pipes with many bends, and it is difficult to apply the method (2) of using fluid pressure. However, in the case where the pig is pumped with a gaseous compressible fluid, the pig tends to run intermittently or in waves, and stable running cannot be achieved unless the speed of the pig is increased to a certain extent, so the resin is limited to a low viscosity. In addition, in the case where hydraulic power is used as the pumping source, the viscosity of the adhesive and running speed are lower than in the former because the following pig is larger than the inner diameter of the pipe, but in any case, The thickness of the coating was several tens of microns per process, and pinholes were likely to occur, making it impossible to expect a highly accurate all-over coating.
更に、このような低粘度域の樹脂を使用する工
法では、配管にソケツトやエルボ等のネジ込み式
継手金具が用いられていて管路が直径方向に拡が
る場合には、該段差部分の内面に対してコーテイ
ングを完成させることができず、いきおい全溶接
式のパイプラインへの適用に限られるものであつ
た。 Furthermore, in construction methods that use resins in the low viscosity range, if threaded fittings such as sockets or elbows are used for piping and the pipe expands in the diametrical direction, the inner surface of the stepped portion However, it was not possible to complete the coating, and the application was limited to fully welded pipelines.
そこで本発明は、パイプラインと一端側から管
内径と略同径の砲弾形ピグと、該ピグより1〜4
mm小径の1以上のライナーを順次一定の間隔で装
填し、上記ピグと各ライナー相互間にチクソトロ
ピツク性を付与し且つ粘度2000〜400000cps(20
℃)の水中常温硬化型の樹脂を当該パイプライン
のライニングに必要な量を充填した後、最後尾の
ライナーを水圧によつて毎秒10cm以下の緩速度で
管路内を走行せしめ、一回の工程でその内面に膜
厚0.5〜2mmの樹脂をライニングするようにした
ことにより、従来困難とされていた特に大口径且
つ長距離のパイプラインに対する内面のライニン
グ作業を高精度で実施可能とし、併せて叙述した
諸問題をも悉く解決したものである。
Therefore, the present invention provides a bullet-shaped pig with approximately the same diameter as the pipe inner diameter from the pipeline and one end side, and 1 to 4 points from the pig.
One or more liners with a small diameter of mm are sequentially loaded at regular intervals to impart thixotropic properties between the pig and each liner, and have a viscosity of 2,000 to 400,000 cps (20
After filling the required amount of cold-curing resin in water (°C) to line the pipeline, the last liner is moved through the pipeline at a slow speed of less than 10 cm per second by water pressure, and then By lining the inner surface with resin with a film thickness of 0.5 to 2 mm during the process, it is now possible to perform the inner lining work of particularly large-diameter and long-distance pipelines with high precision, which was previously considered difficult. All of the problems described above have been resolved.
本発明のライニング方法は、上記ピグと接続の
ライナーとの間に注入された樹脂が、ライナーの
進行につれてチクソトロピツク性を発揮して特に
該ライナーの外周とパイプ内面間に挾在する樹脂
の流動性を増加させる一方、ライナーが通過して
上記挾圧状態が解除された部分の樹脂の粘性を急
速に増大せしめてライニングを効果的に行うとい
う作用を奏するものである。
In the lining method of the present invention, the resin injected between the pig and the connecting liner exhibits thixotropic properties as the liner progresses, and in particular the fluidity of the resin sandwiched between the outer periphery of the liner and the inner surface of the pipe is improved. At the same time, it rapidly increases the viscosity of the resin in the area where the liner passes and the clamping pressure is released, thereby effectively performing lining.
本発明方法の実施例としては、ライニング作業
が比較的容易な溶接接続の直管についてはこれを
省略し、専ら管路に段差を生ずるネジ込み式の管
縦手を使用した配管についての実施例を記述する
ことゝする。但し、説明の簡単のための各実施例
とも下記の配管仕様によつて行つたものである。
As an example of the method of the present invention, weld-connected straight pipes whose lining work is relatively easy will be omitted, and examples will be focused on pipes using threaded pipe vertical pipes that create steps in the pipe line. to describe. However, for ease of explanation, each example was carried out using the following piping specifications.
即ち、第1図において、管内径80.7mmの鋼管1
を2個のソケツト2と3個のエルボ3を用いて接
続した立ち上り1個所を含む全長10mの管路とし
たものである。 That is, in Fig. 1, steel pipe 1 with an inner diameter of 80.7 mm
The pipe is connected using two sockets 2 and three elbows 3 and has a total length of 10 m including one rising point.
(その1)
この実施例は、パイプの下底部が摩耗或いは腐
食の著しい管路に対して有効な上下に偏肉したラ
イニングを形成させることを目的としたものであ
つて、第1,2図において、圧力計、流量計、温
度計等が取付けられたゲージパイプaを取り外し
て適宜な手段で管内をクリーニングした後、その
開口より直径80mm、長さ150mmの砲弾形ポリウレ
タンピグ4とエラスチツク性を有する直径78mm、
長さ150mm、比重0.15の砲弾形ライナー5の各1
個を順次挿入し、両者の間に下記仕様のチクソト
ロピツク性を付与した2液混合の水中常温硬化型
エポキシ樹脂6を4.5Kg注入した後、上記ゲージ
パイプaを取付け、ライナー5の後方から水圧を
かけて平均速度、毎秒7cmで進行せしめ、上記ピ
グ4及びライナー5が管末端から放出されるまで
圧送したものである。(Part 1) The purpose of this embodiment is to form a lining with uneven thickness at the top and bottom, which is effective for pipe lines where the bottom part of the pipe is severely worn or corroded. After removing the gauge pipe a to which the pressure gauge, flow meter, thermometer, etc. were attached and cleaning the inside of the pipe by an appropriate means, a bullet-shaped polyurethane pig 4 with a diameter of 80 mm and a length of 150 mm and an elastic material were inserted through its opening. having a diameter of 78mm,
1 each of 5 bullet-shaped liners with a length of 150 mm and a specific gravity of 0.15
After injecting 4.5 kg of a two-component mixed water-curable epoxy resin 6 with thixotropic properties according to the specifications below between them, the gauge pipe a was attached, and the water pressure was applied from the rear of the liner 5. The pipe was fed at an average speed of 7 cm per second until the pig 4 and liner 5 were discharged from the end of the pipe.
(使用エポキシ樹脂の仕様)
主 剤 粘度 3000cps(20℃)
硬化剤 粘度 3000cps(20℃)
混合直後 粘度 3000cps(20℃)
混合比 主剤:硬化剤=2:1
そして上記樹脂6の水中硬化後、その縦手部分
から3本の直管をそれぞれ切り離した上、各管を
3等分してライニング7の厚さを測定した。(Specifications of the epoxy resin used) Base resin Viscosity 3000cps (20℃) Curing agent Viscosity 3000cps (20℃) Immediately after mixing Viscosity 3000cps (20℃) Mixing ratio Base resin: Curing agent = 2:1 And after curing the resin 6 in water, Three straight pipes were cut out from the longitudinal part, each pipe was divided into three equal parts, and the thickness of the lining 7 was measured.
上記実施例ではライナー5の比重を0.15とした
ものであるから、該ライナーが圧送水を浮力を受
けて管内を浮上した状態で推進させるものと見ら
れ、予想通り上記各測定点における天井部の平均
厚が0.7mmまた下底部でのそれが1.3mmであつた。 In the above example, the specific gravity of the liner 5 was set to 0.15, so it is assumed that the liner receives the buoyant force and propels the pumped water in a floating state within the pipe, and as expected, the ceiling section at each of the above measurement points The average thickness was 0.7 mm, and the thickness at the bottom was 1.3 mm.
尚、このような低粘度を樹脂6を使用した場合
の上記ライナー5は、内部を中空とし、該空洞内
に任意な冷却用材を充填することにより、管内壁
とライナー5間の樹脂6を冷却しその粘度を高
め、管内でのライナーの進行や所謂タレの防止等
の施工性を向上させる上で好結果を収め得たもの
である。 In addition, when using the resin 6 with such a low viscosity, the liner 5 has a hollow interior, and by filling the cavity with an arbitrary cooling material, the resin 6 between the inner wall of the pipe and the liner 5 can be cooled. Good results were achieved in increasing the viscosity of perilla and improving workability, such as the advancement of the liner within the pipe and the prevention of so-called sagging.
但し、上記実施例の砲弾形ライナー5でエルボ
部3においてライナー5の後端部による擦過現象
が部分的に認められた。 However, in the bullet-shaped liner 5 of the above example, abrasion phenomenon due to the rear end of the liner 5 was partially observed at the elbow portion 3.
(その2)
この実施例は、管内面の全周に均等で且つ比較
的厚肉のライニングを施すことを目的としたもの
であつて、第3図に見られるように前出と同形の
ピグ4の後方向に比重が1.0、直径76mmのエラス
チツク性球形ライナー5′2個を一定間隔で挿入
すると共に、各空間に下記仕様のチクソトロピツ
ク性を付与したエポキシ樹脂6を2.3Kgづつ上例
の要領で管内に注入し、それらを水力で毎秒1.5
cmの速度で推進させるこにより、管内面の全周に
亘り平均的に2.0mm厚のライニング7を得たもの
である。(Part 2) This embodiment aims to apply an even and relatively thick lining to the entire circumference of the inner surface of the pipe, and as shown in Fig. 3, a pig of the same shape as the previous one is used. Two elastic spherical liners 5' with a specific gravity of 1.0 and a diameter of 76 mm are inserted at regular intervals in the rear direction of 4, and 2.3 kg of epoxy resin 6 with thixotropic properties given the following specifications is applied to each space in the same manner as in the above example. injected into the pipes at 1.5 per second by hydraulic force.
By propelling the tube at a speed of 1.5 cm, a lining 7 having an average thickness of 2.0 mm was obtained over the entire circumference of the inner surface of the tube.
(使用エポキシ樹脂の仕様)
主 剤 粘度400000cps(20℃)
硬化剤 粘度160000cps(20℃)
混合直後 粘度300000cps(20℃)
混合比 主剤:硬化剤=2:1
尚、上記2つの実施例に示した砲弾形ライナー
5と球形ライナー5′とは、互いに組合せを変更
することは自由であるが、特に最後尾に球形ライ
ナー5′を配置することにより、エルボ3部分に
おける擦過現象を効果的に解消し得るものであ
る。(Specifications of the epoxy resin used) Base resin Viscosity 400,000 cps (20℃) Curing agent Viscosity 160,000 cps (20℃) Immediately after mixing Viscosity 300,000 cps (20℃) Mixing ratio Base resin: Curing agent = 2:1 Note that the above two examples show Although it is possible to freely change the combination of the bullet-shaped liner 5 and the spherical liner 5', especially by arranging the spherical liner 5' at the rearmost position, the abrasion phenomenon at the elbow 3 part can be effectively eliminated. It is possible.
本発明は、当初に述べた異種液の区分輸送用ピ
グの基礎的原理とエポキシ樹脂の物理化学的特性
に基づいた複合的現象を利用したものであるが、
その基本モデルは第4図に示した通りである。
The present invention utilizes a complex phenomenon based on the basic principle of the pig for compartmentalized transportation of different liquids mentioned at the beginning and the physicochemical properties of epoxy resin.
The basic model is shown in Figure 4.
即ち、上記ライナーとパイプの断面が同心状に
ある場合を例にとると、圧送水の層流域におい
て、流速の分布は概ね矢印で表された通りとな
り、該矢印の急激に小さくなつている部分はライ
ナーと管内面との隙間を流れる環状流の部分を示
し、一点鎖線はそれらの境界面を意味するもので
あるが、隙間部分における圧力勾配は隙間の厚さ
が狭くなればなる程大きくなり、管の中央部との
差が一層開くことゝなる。 In other words, taking as an example the case where the cross sections of the liner and pipe are concentric, in the laminar region of the pumped water, the distribution of flow velocity is approximately as indicated by the arrow, and the rapidly decreasing portion of the arrow indicates the part of the annular flow that flows through the gap between the liner and the inner surface of the pipe, and the dash-dotted line indicates the interface between them, but the pressure gradient in the gap becomes larger as the thickness of the gap becomes narrower. , the difference with the center of the tube becomes even wider.
要するに上記圧力勾配の大きさは、管内面とラ
イナーとの空隙量、圧送水の流速及び管内径の関
数として理論的に算定可能なことが知られてい
る。 In short, it is known that the magnitude of the pressure gradient can be calculated theoretically as a function of the amount of void between the inner surface of the pipe and the liner, the flow rate of the pumped water, and the inner diameter of the pipe.
而して、上記各実施例に開示した本発明のライ
ニング方法は、そのピグ4及びライナー5,5′
を水等の非圧縮性流体によつて推進させることに
より、その間に介在する樹脂6が後続ライナーの
押力を受けて内部流動し、チクソトロピツク性を
活性化させて流動性を増大する一方、ライナー外
周と管内面との間に挾在する樹脂がライナー5の
弾性、剛性によつて剪断されつゝ繰り返し管内面
に強く圧迫されるから、このような動的現象の下
でライナー5の推進によつて管内面にとり残され
た樹脂は、最後尾のライナーが通過することによ
つて逆に粘度が急激に高まり、タレを生じること
なく確実に水中硬化するのである。 Therefore, the lining method of the present invention disclosed in each of the above embodiments is applicable to the pig 4 and the liners 5, 5'.
By propelling the resin 6 with an incompressible fluid such as water, the resin 6 interposed between them flows internally under the pressure of the succeeding liner, activating thixotropic properties and increasing fluidity. The resin sandwiched between the outer periphery and the inner surface of the tube is sheared by the elasticity and rigidity of the liner 5 and is repeatedly pressed strongly against the inner surface of the tube, so that the liner 5 cannot be propelled under such dynamic phenomena. Therefore, the viscosity of the resin left behind on the inner surface of the tube increases rapidly as the last liner passes through, and it is reliably cured in water without causing any sag.
更に本発明、パイプラインの接続部、屈曲部等
においてネジ込み式の管縦手を用いた場合の段差
部に対しても、ピグ4とライナー5相互間の樹脂
6が加圧状態で該部を通過するため、所望のライ
ニングが確保できるものである。 Furthermore, according to the present invention, the resin 6 between the pig 4 and the liner 5 is pressurized so that the resin 6 between the pig 4 and the liner 5 can be applied to stepped portions where a screw-in type pipe vertical arm is used at a pipeline connection portion, a bent portion, etc. , the desired lining can be secured.
又本発明の技術において、上記先頭のピグは緩
速度で前進し、しかも圧送水圧が比較的低いた
め、従前のクリーニング用ピグのように歪みを受
けてその前面にまで樹脂が漏出すことはなく、又
後続のライナーは管径よりも幾分小さいが最後尾
から前方へと圧力紛失分だけ小さい圧送圧がピグ
側に伝達されるので後続ライナーが常時ピグを押
し勧める形となつて、ピグとライナー相互間の樹
脂6は常に管路一杯に充満した状態が保たれるの
である。 In addition, in the technology of the present invention, the leading pig moves forward at a slow speed and the water pressure is relatively low, so that unlike conventional cleaning pigs, resin will not leak out to the front surface due to distortion. Also, the following liner is somewhat smaller than the pipe diameter, but since the pressure that is smaller by the amount of pressure loss is transmitted from the rear end to the front to the pig side, the following liner constantly pushes the pig, and the pig The resin 6 between the liners is always kept full of the pipe.
以上述べたように本発明の管内ライニング方法
は、ピグとライナー間に介在するチクソトロピツ
ク性を有する水中常温硬化型の樹脂が、水圧によ
つて緩速度で推進されるライナーの作用で順次管
内面に塗着されるものであるから、ライニング厚
の大小に関わらず作業がスムースである上、ライ
ナーの直径及び比重を適宜変更することにより、
用途に応じてライニング厚及び上下の偏肉が自由
に設定できるという格別の効果を発揮する他、特
に従来困難とされていた大口径、長距離或は管内
に段差のあるパイプラインに対しても厚肉のライ
ニングが極めて容易且つ高能率に施工できる等、
多くの優れた効果が得られるものである。
As described above, in the pipe lining method of the present invention, the thixotropic underwater cold-curing resin interposed between the pig and the liner is sequentially applied to the inner surface of the pipe by the action of the liner, which is propelled at a slow speed by water pressure. Since it is applied, the work is smooth regardless of the thickness of the lining, and by changing the diameter and specific gravity of the liner as appropriate,
In addition to demonstrating the exceptional effect of being able to freely set the lining thickness and uneven wall thickness on the top and bottom depending on the application, it is also particularly effective for large diameter, long distance, or pipelines with steps inside the pipe, which were previously considered difficult. Thick wall lining can be constructed extremely easily and efficiently, etc.
Many excellent effects can be obtained.
第1図は本発明方法の実施例におけるパイプラ
インの側面図、第2図はパイプラインの一部を切
欠して示す部分拡大図、又第3図は他の実施例に
おけるパイプラインの部分拡大図、更に第4図は
管内層流域における流速の変化を示す模式図であ
る。
尚、図中、1……鋼管、2……ソケツト、3…
…エルボ、4……ピグ、5,5′……ライナー、
6……エポキシ樹脂。
Fig. 1 is a side view of a pipeline in an embodiment of the method of the present invention, Fig. 2 is a partial enlarged view showing a part of the pipeline cut away, and Fig. 3 is a partially enlarged view of a pipeline in another embodiment. FIG. 4 is a schematic diagram showing changes in flow velocity in the laminar region within the pipe. In addition, in the figure, 1...steel pipe, 2...socket, 3...
...Elbow, 4...Pig, 5,5'...Liner,
6...Epoxy resin.
Claims (1)
これよりも1〜4mm小さい径の1または複数個の
ライナー5,5′を順次挿入し、これらピグ4と
ライナー5,5′相互間に適当な粘度とチクソト
ロピツク性を有する水中常温硬化型の樹脂6を必
要量介在させ、最終尾のライナーを水力によつて
毎秒10cm以下の緩速度で圧送するようにしたパイ
プラインのライニング方法。 2 ライナーの比重が0.15〜1.2である特許請求
の範囲第1項記載のパイプラインのライニング方
法。 3 ライナーが冷却用材を収納可能である特許請
求の範囲第1項又は第2項記載のパイプラインの
ライニング方法。 4 ライナーが砲弾形である特許請求の範囲第1
〜3項のうちいずれか1項記載のパイプラインの
ライニング方法。 5 ライナーが球形である特許請求の範囲第1〜
3項のうちいずれか1項記載のパイプラインのラ
イニング方法。 6 ライナーが砲弾形と球形の組合わせである特
許請求の範囲第1〜3項のうちいずれか1項記載
のパイプラインのライニング方法。[Claims] 1. A bullet-shaped pig 4 having approximately the same diameter as the inner diameter of the pipe,
One or more liners 5, 5' having a diameter 1 to 4 mm smaller than this are sequentially inserted, and an underwater cold-curing resin having an appropriate viscosity and thixotropic property is inserted between the pig 4 and the liners 5, 5'. A pipeline lining method in which a required amount of 6 is interposed, and the final liner is pumped by hydraulic power at a slow speed of 10 cm or less per second. 2. The pipeline lining method according to claim 1, wherein the liner has a specific gravity of 0.15 to 1.2. 3. The pipeline lining method according to claim 1 or 2, wherein the liner is capable of storing a cooling material. 4 Claim 1 in which the liner is bullet-shaped
The method for lining a pipeline according to any one of the items 1 to 3. 5 Claims 1 to 5 in which the liner is spherical
The method for lining a pipeline according to any one of item 3. 6. The method for lining a pipeline according to any one of claims 1 to 3, wherein the liner is a combination of a bullet shape and a spherical shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7171885A JPS61230773A (en) | 1985-04-04 | 1985-04-04 | Method for lining pipeline |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7171885A JPS61230773A (en) | 1985-04-04 | 1985-04-04 | Method for lining pipeline |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61230773A JPS61230773A (en) | 1986-10-15 |
JPH0533118B2 true JPH0533118B2 (en) | 1993-05-18 |
Family
ID=13468580
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7171885A Granted JPS61230773A (en) | 1985-04-04 | 1985-04-04 | Method for lining pipeline |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61230773A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61287481A (en) * | 1985-06-14 | 1986-12-17 | Tank Eng Kk | Process for lining inside surface of pipe |
JPS63248482A (en) * | 1987-04-02 | 1988-10-14 | Osaka Gas Co Ltd | Method for lining inner wall surface of pipe |
JP5744704B2 (en) * | 2011-11-02 | 2015-07-08 | 東京瓦斯株式会社 | Resin lining method and resin lining jig for existing pipe inner surface |
-
1985
- 1985-04-04 JP JP7171885A patent/JPS61230773A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS61230773A (en) | 1986-10-15 |
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