Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6059033B2 - Conduit lining method - Google Patents
[go: Go Back, main page]

JPS6059033B2 - Conduit lining method - Google Patents

Conduit lining method

Info

Publication number
JPS6059033B2
JPS6059033B2 JP14094080A JP14094080A JPS6059033B2 JP S6059033 B2 JPS6059033 B2 JP S6059033B2 JP 14094080 A JP14094080 A JP 14094080A JP 14094080 A JP14094080 A JP 14094080A JP S6059033 B2 JPS6059033 B2 JP S6059033B2
Authority
JP
Japan
Prior art keywords
diameter pipe
diameter
small
running
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
Application number
JP14094080A
Other languages
Japanese (ja)
Other versions
JPS5765364A (en
Inventor
隆 中尾
裕史 村瀬
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.)
Osaka Gas Co Ltd
Original Assignee
Osaka Gas Co Ltd
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 Osaka Gas Co Ltd filed Critical Osaka Gas Co Ltd
Priority to JP14094080A priority Critical patent/JPS6059033B2/en
Publication of JPS5765364A publication Critical patent/JPS5765364A/en
Publication of JPS6059033B2 publication Critical patent/JPS6059033B2/en
Expired 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
    • F16L58/00Protection of pipes or pipe fittings against corrosion or incrustation
    • F16L58/02Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Description

【発明の詳細な説明】 本発明は、大径管の適所から1つ又は複数の小径管が分
岐されている導管内に挿入した物体の管内走行によつて
流動性シール剤を大径管、分岐小径管を含む全導管内面
に筒膜状にライニングする方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a flowable sealant to be applied to a large-diameter pipe by running an object inserted into a conduit into which one or more small-diameter pipes are branched from a proper location of a large-diameter pipe. The present invention relates to a method of lining the inner surface of all conduits including branched small-diameter pipes in the form of a cylindrical membrane.

従来、単一管をライニングする方法に第7図のイ、口に
示すように前後一対の走行物体(ピグ)3、3間に流動
性シール剤4を挾在させた状態でこれらを背後からの流
体圧力Fや牽引ワイヤーWによつて導管P_内を走行さ
せたり、或いは予め導管P_全体に流動性シール剤5を
充満させておいて走行物体6を管内で走行させる方法が
知られている。
Conventionally, the method of lining a single pipe involves inserting a fluid sealant 4 between a pair of running objects (pigs) 3 and 3 in the front and back, as shown in Fig. 7A and 7B, and lining them from behind. There are known methods in which a moving object 6 is caused to travel within the conduit P_ by the fluid pressure F or a traction wire W, or the entire conduit P_ is filled with a fluid sealant 5 in advance and a traveling object 6 is caused to travel within the pipe. .

しカルながら、この方法を、大径管に小径管がj分岐さ
れた導管のライニングに適用すると次のような問題があ
つて、実際には、分岐部を切断分離し、大径管、小径管
を別個にライニングしており、分岐部の切断分離作業、
特に地下埋設管の場合は土壌掘削作業、ならびにそれら
の復旧作業に・多大な手間がかかつていた。
However, when this method is applied to the lining of a conduit where a small diameter pipe is j-branched into a large diameter pipe, the following problems arise. The pipes are lined separately, so cutting and separating the branch parts,
In particular, in the case of underground pipes, soil excavation work and restoration work require a great deal of effort.

その問題とは、第8図のイ、口で示すように小径管P_
、側からライニングすると小径走行物体7の径が大径管
P_、に合わないために、大径管P_、へ移行した段階
で、大径管P2側に走行流体圧力をかけても走行が停止
してしまつたり、逆に大径管P2側からライニングする
とシール剤8が小径管P1の分岐部内に浸入し、閉塞を
生じるということである。
The problem is that the small diameter pipe P_
When lining from the , side, the diameter of the small-diameter running object 7 does not match the large-diameter pipe P_, so when it moves to the large-diameter pipe P_, the running stops even if the running fluid pressure is applied to the large-diameter pipe P2 side. If the pipe is lined from the large diameter pipe P2 side, the sealant 8 will enter the branch of the small diameter pipe P1 and cause blockage.

従つて、分岐小径管が多数あると既述の通り作業性の著
しく悪い作業方法が余儀なく強いられていた。本発明に
よる導管ライニング方法は、かかる問題に鑑みて開発さ
れたもので、前記小径管に対応する小径走行物体を、そ
れが大径管内に到達移入するまで、小径管内において走
行させてその内面をライニングする工程と、大径管に対
応する大径走行物体を、前記の移入した小径走行物体の
排出を兼ねる状態て大径管内において走行させてその内
面をライニングする工程と、この大径管ライニング工程
で小径管の分岐部内に浸入した余剰シール剤を大径管側
に押戻す工程、ならびに、この押戻し余剰シール剤を大
径管内において移送する工程の組合せよりなり、単一の
小径管を有する範囲の導管部分にあつては、前記各工程
を前記の記載順に行うことを特徴とする。
Therefore, when there are a large number of branched small-diameter pipes, a work method with extremely poor workability is forced as described above. The conduit lining method according to the present invention was developed in view of this problem, and involves running a small-diameter traveling object corresponding to the small-diameter pipe in the small-diameter pipe until it reaches the inside of the large-diameter pipe, thereby coating the inner surface of the pipe. a step of lining the large-diameter pipe; a step of lining the inner surface of the large-diameter pipe by running a large-diameter traveling object corresponding to the large-diameter pipe in a state that also serves to discharge the introduced small-diameter traveling object; and a step of lining the inner surface of the large-diameter pipe; It consists of a process of pushing back the excess sealant that has entered the branch part of the small diameter pipe during the process to the large diameter pipe, and a process of transferring this pushed-back excess sealant into the large diameter pipe, and it is possible to separate a single small diameter pipe. In the case of a conduit portion having a range of 1 to 3, the above steps are performed in the order described above.

即ち、小径管および大径管を各々所期通りにラーイニン
グできるのは勿論、殊に、小径管ライニング工程終了時
点で大径管内に移入した小径走行物体を次の大径管ライ
ニング時に同時排出し、かつこの大径管ライニング工程
で小径管の分岐部内に浸入した余剰シール剤をそのあと
の工程て大径管.側に押戻して小径管分岐部の閉塞を解
消し、かつ、更にそのあとの工程で押戻し余剰シール剤
を大径管内て移送して大径管のライニングに消費したり
或いは外部排出して結局、管内残置状態を解消してしま
うから、従来の如く、分岐部の切断分.離作業、とりわ
け地下埋設管の場合の土壌掘削作業、ならびにそれらの
復旧作業といつた大掛かりて多大な手間を要する諸作業
を省略して作業性を大巾に向上することができ、又、シ
ール剤量の設定如何によつては余剰シール剤をライニン
グに有・効に消費して無駄をなくすことも可能であり、
殊に多数の分岐小径管がある場合にその効果を存分に発
揮する。
In other words, not only can small diameter pipes and large diameter pipes be lined as expected, but especially small diameter moving objects that have entered the large diameter pipe at the end of the small diameter pipe lining process can be simultaneously ejected during the next large diameter pipe lining. In addition, the excess sealant that seeped into the branch of the small diameter pipe during this large diameter pipe lining process is removed from the large diameter pipe in the subsequent process. The excess sealant is pushed back to the side to eliminate the blockage at the small-diameter pipe branch, and in the subsequent process, the excess sealant is transferred into the large-diameter pipe and used for lining the large-diameter pipe, or is discharged to the outside. In the end, since the remaining condition inside the pipe is eliminated, it is necessary to cut the branch part as in the conventional method. It is possible to greatly improve work efficiency by omitting extensive and time-consuming work such as soil excavation work in the case of underground pipes and restoration work. Depending on how the amount of sealant is set, it is possible to use excess sealant effectively in the lining and eliminate waste.
This effect is particularly effective when there are many branched small-diameter pipes.

本発明方法の実施態様を第1図ないし第4図に示す基本
的な工程順に説明すると、1導管Pにおける小径管P1
内に、流動性シール剤S1と、それを前後から挾む一対
の小径走行物体1,1とを挿入し、走行用流体圧力付与
下にそれらを小径管P1内において、大径管P2内に到
達移入するまで走行させることにより小径管P1内面に
前記シール剤S1を筒膜状にライニングする(第1図)
The embodiment of the method of the present invention will be explained in the basic order of steps shown in FIGS. 1 to 4. Small diameter pipe P1 in one conduit P
A fluid sealing agent S1 and a pair of small-diameter running objects 1, 1 sandwiching it from the front and back are inserted into the inside, and they are placed inside the small-diameter pipe P1 and then into the large-diameter pipe P2 while applying fluid pressure for running. The inner surface of the small diameter pipe P1 is lined with the sealant S1 in the form of a cylindrical film by running the pipe until it reaches the point where it reaches the end (Fig. 1).
.

2導管Pにおける大径管P2内に、流動性シール剤S2
とそれを前後から挾む一対の大径走行物体2,2とを挿
入し、走行用流体圧力付与下にそれらを大径管P2内に
おいて走行させることにより、1の小径管ライニング工
程で大径管P2内に移入した一対の小径走行物体1,1
および余剰シール剤S1″を排出しながら大径管P2内
面に前記シール剤S2を筒膜状にライニングする(第2
図)。
2 In the large diameter pipe P2 of the conduit P, a fluid sealing agent S2 is placed.
and a pair of large-diameter running objects 2, 2 sandwiching it from the front and back, and by running them inside the large-diameter pipe P2 under application of running fluid pressure, a large-diameter pipe can be formed in the small-diameter pipe lining step 1. A pair of small-diameter running objects 1, 1 that have moved into the pipe P2
Then, the inner surface of the large-diameter pipe P2 is lined with the sealant S2 in the form of a cylindrical film while discharging the excess sealant S1'' (second
figure).

この工程では小径管P1の開口端を閉塞しておくことが
望ましい。
In this step, it is desirable to close the open end of the small diameter pipe P1.

尚1,2の工程での小径、大径走行物体1,2は、夫々
、小径、大径管Pl,P2の内半径よりライニング筒膜
の厚みをさし引いた半径をもつ。
The small-diameter and large-diameter traveling objects 1 and 2 in steps 1 and 2 have radii obtained by subtracting the thickness of the lining tube membrane from the inner radius of the small-diameter and large-diameter pipes Pl and P2, respectively.

3小径管P1内において1と同径の小径走行物体1″を
流体圧力付与下に大径管P2内に移入するまて走行させ
て、2の大径管ライニング工程で小径管P1の分岐部内
に浸入していた余剰シール剤S2″を大径管P2側へ押
戻す(第3図)。
3. Inside the small diameter pipe P1, a small diameter traveling object 1'' having the same diameter as 1 is moved into the large diameter pipe P2 under fluid pressure, and in the large diameter pipe lining step 2, the small diameter traveling object 1'' is moved into the large diameter pipe P2, and in the large diameter pipe lining step 2, the small diameter traveling object 1'' having the same diameter as 1 is moved into the large diameter pipe P2. The excess sealant S2'' that had entered the pipe is pushed back toward the large diameter pipe P2 (Fig. 3).

4大径管P2内において大径走行物体2″を流体圧力付
与下に走行させて、3の余剰シール剤押戻し工程て大径
管P2に移入した押戻し余剰シール剤ジと小径走行物体
1″とを大径管P2内て移送する(第4図)。
4. The large-diameter running object 2'' is run under fluid pressure inside the large-diameter pipe P2, and the pushed-back excess sealant transferred into the large-diameter pipe P2 and the small-diameter running object 1 in the surplus sealant push-back step of 3 are removed. '' is transferred through the large-diameter pipe P2 (Fig. 4).

この工程でも小径管P1の開口端を閉塞しておくことが
望ましい。
Also in this step, it is desirable to close the open end of the small diameter pipe P1.

尚、4の工程ての大径走行物体2″は、ライニングシー
ル剤の小径管への浸入を極力回避するように、2の工程
ての、大径走行物体2より少なくともその走行時にはや
)小径にしておくことが望ましい。
The large-diameter traveling object 2'' in step 4 has a smaller diameter (at least during its travel) than the large-diameter traveling object 2 in step 2, in order to avoid the lining sealant from entering the small-diameter pipe as much as possible. It is desirable to keep it as

又そのようにすることによつて特に4の工程では押戻し
余剰シール剤S2″を走行下手側において大径管P2の
ライニングに消費し得る。走行物体2″の径は、最初か
らそうなつているもよいし、又、走行背圧調整でそのよ
うにするもよい。上記基本的工程についての有用な変形
態様を列挙すると、(イ)1,2の工程では、前後一対
の走行物体1,1,2,2を用いる代わりに、夫々シー
ル剤Sl,S2″を管内全体に充満したのち、一つの走
行物体1,2を走行させることによりライニングするも
よい。(ロ)2の工程では、前後一対の走行物体2,2
又は(イ)で言う単一の走行物体2の走行を第7図と同
様牽引によつて行つてもよい。
In addition, by doing so, especially in step 4, the pushed-back excess sealant S2'' can be consumed for lining the large diameter pipe P2 on the lower side of the traveling object. Alternatively, this may be done by adjusting the running back pressure. To enumerate useful modifications of the above basic process, (a) In steps 1 and 2, instead of using a pair of running objects 1, 1, 2, and 2, sealants Sl and S2'' are applied inside the pipe, respectively. After the entire area is filled, lining may be performed by running one running object 1, 2. (B) In the step 2, a pair of running objects 2, 2 in front and back
Alternatively, the traveling of the single traveling object 2 referred to in (a) may be carried out by towing as in FIG. 7.

(ハ)3の工程での余剰シール剤■″の押戻しや、4の
工程での押戻し余剰シール剤S2″の移送を、走行物体
1″,2″を用いずに、単に流体圧送のみで行うもよい
(c) The pushing back of the excess sealant ■'' in step 3 and the transfer of the pushed-back excess sealant S2'' in step 4 can be carried out simply by fluid pressure feeding without using the running objects 1'' and 2''. You can also do it with

以上の基本的工程は、単一の小径管P1を有する範囲の
導管P部分についてのものであつたが、次に、小径管P
1が多数ある導管P範囲に対しての実際的な施工態様を
二、三挙げる。
The above basic process was for a range of conduit P having a single small diameter pipe P1.
Here are a few practical construction methods for the conduit P range in which there are a large number of pipes.

その説明に当つて理解を容易にするために、図面上で、
1の小径管ライニング工程を8 2の大径管ライニング工程を8 3の余剰シール剤押戻し工程をC、 4の押戻し余剰シール剤移送工程をO で表わす。
In order to make the explanation easier to understand, on the drawings,
The small diameter pipe lining step 1 is represented by 8, the large diameter pipe lining step 2 is represented by 8, the surplus sealant pushing back step 3 is represented by C, and the pushing back surplus sealant transfer step 4 is represented by O.

又、破線で囲んだ部分に付した〔1〕,〔■〕,〔■〕
等の記号は、大きく分けての時間順を表わす。
Also, [1], [■], [■] are attached to the part surrounded by the broken line.
Symbols such as , etc. indicate the roughly divided time order.

4と8との関係については、大別して第5図イ,口の二
通りがある。
Regarding the relationship between 4 and 8, there are two main types: A and A in Figure 5.

第5図イは、複数の小径管P1の夫々に対して8を行つ
てのち、大径管P2に対し一挙に8を行うものである。
In FIG. 5A, 8 is performed on each of the plurality of small diameter pipes P1, and then 8 is performed on the large diameter pipe P2 all at once.

小径管P1群に対する8は、同時でもよいし、時間差を
おいて並行してもよいし、一つが完了したあと次に移る
という順序でもよい。第5図口は、1つの小径管P1に
対し6を行つてのち、その小径管P1を有する範囲の大
径管P2部分に対して8を行うという〔1〕で囲んだ〔
8→8〕の組合わせを、〔■〕,〔■〕というふうに順
次的に行うものである。
8 for the small-diameter pipe P1 group may be performed simultaneously, in parallel with a time difference, or in an order in which one is completed and then moved to the next. The opening in Figure 5 is circled with [1], which states that 6 is performed on one small diameter pipe P1, and then 8 is performed on the large diameter pipe P2 in the range that includes the small diameter pipe P1.
The combinations 8→8] are performed sequentially as [■] and [■].

6とOとの関係については、大別して第6図イ,口の二
通りがある。
Regarding the relationship between 6 and O, there are two main types: A and Q in Figure 6.

第6図イは、複数の小径管P1の夫々に対してCを行つ
てのち、大径管P2に対し一挙にOを行うものである。
In FIG. 6A, after C is performed on each of the plurality of small diameter pipes P1, O is performed on the large diameter pipes P2 all at once.

小径管P1群に対するOは、同時でも、時間差をおいて
並行しても、或いは一つが済んだのち次に移るという順
でも、何れでもよい。第6図口は、1つの小径管P1に
対しOを行つてのち、その小径管P1を有する範囲の大
径管P2部分に対して0を行うという〔1〕で囲んだ〔
C→0〕の組合わせを、〔旧,〔■〕というふうに順次
的に行うものである。
O for the small diameter pipe P1 group may be performed simultaneously, in parallel with a time difference, or in any order such as finishing one and moving on to the next. The opening in Figure 6 is circled with [1] that indicates that O is performed on one small-diameter pipe P1, and then 0 is performed on the large-diameter pipe P2 in the range that includes the small-diameter pipe P1.
The combinations of C→0] are sequentially performed as [old, ■].

さて、8とOとの関係であるが、これは、第5図イー第
6図イ 第5図イ→第6図口 第5図口→第6図イ 第5図口→第6図口 の四通りの組合わせがあり、何れを選ぶも任意であるが
、第1番目と第4番目のものがより実際的である。
Now, the relationship between 8 and O is as follows: Figure 5 E Figure 6 Figure 5 B → Figure 6 mouth Figure 5 mouth → Figure 6 A Figure 5 mouth → Figure 6 mouth There are four combinations, and any one can be selected arbitrarily, but the first and fourth combinations are more practical.

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

図面は本発明に係る導管ライニング方法の実施の態様を
例示し、第1図ないし第4図は基本的な施工要領を順次
的に示す概略断面図である。 第5図イ,口および第6図イ,口は実際的な施工要領の
モデル図である。第7図イ,口は単一管に対す″る一般
的なライニング方法を示す概略断面図、第8図イ,口は
その方法を分岐小径管付き導管に対し、単純に適用した
場合の問題を指摘する概略断面図である。P・・・・・
・導管、P1・・・・・・小径管、P2・・・・・・大
径管、・S2″・・・・・余剰シール剤、1,1″・・
・・・・小径走行物体、2,2″ ・・・大径走行物体
The drawings illustrate embodiments of the conduit lining method according to the present invention, and FIGS. 1 to 4 are schematic sectional views sequentially showing basic construction procedures. Figure 5 A and Figure 6 A and Figure 6 are model diagrams of practical construction procedures. Figure 7 (A) is a schematic cross-sectional view showing a general lining method for a single pipe, and Figure 8 (A) is a schematic cross-sectional view showing the general lining method for a single pipe. It is a schematic cross-sectional view pointing out.P...
・Conduit, P1...Small diameter pipe, P2...Large diameter pipe, ・S2''...Excess sealant, 1,1''...
...Small diameter running object, 2,2''...Large diameter running object.

Claims (1)

【特許請求の範囲】 1 大径管P_2の適所から小径管P_1が分岐されて
いる導管P内に挿入した物体の管内走行によつて流動性
シール剤を導管P内面に筒膜状にライニングする方法で
あつて、前記小径管P_1に対応する小径走行物体1を
、それが大径管P_2内に到達移入するまで、小径管P
_1内において走行させてその内面をライニングする工
程と、大径管P_2に対応する大径走行物体2を、前記
の移入した小径走行物体1の排出を兼ねる状態で大径管
P_2内において走行させてその内面をライニングする
工程と、この大径管ライニング工程で小径管P_1の分
岐部内に浸入した余剰シール剤S_2′を大径管P_2
側に押戻す工程、ならびに、この押戻し余剰シール剤S
_2′を大径管P_2内において移送する工程の組合せ
よりなり、単一の小径管P_1を有する範囲の導管P部
分にあつては、前記各工程を前記の記載順に行うことを
特徴とする導管ライニング方法。 2 前記余剰シール剤押戻しを小径管P_1内に小径走
行物体1′を走行させることによつて行う特許請求の範
囲第1項に記載の導管ライニング方法。 3 前記押戻し余剰シール剤S_2′の移送を、大径管
P_2内に大径走行物体2′を走行させることによつて
行う特許請求の範囲第1項又は第2項の何れかに記載の
導管ライニング方法。 4 前記押戻し余剰シール剤S_2′の移送は、その大
径走行物体2′を、前記大径管ライニング工程の大径走
行物体2よりやゝ小径の状態で走行させることによつて
行う特許請求の範囲第3項に記載の導管ライニング方法
[Scope of Claims] 1. The inner surface of the conduit P is lined with a fluid sealant in the form of a cylindrical film by running an object inserted into the conduit P into which the small diameter pipe P_1 is branched from the appropriate location of the large diameter pipe P_2. The method includes moving a small-diameter traveling object 1 corresponding to the small-diameter pipe P_1 into the small-diameter pipe P_2 until it reaches and moves into the large-diameter pipe P_2.
A process of running inside the large diameter pipe P_1 and lining its inner surface, and running the large diameter running object 2 corresponding to the large diameter pipe P_2 inside the large diameter pipe P_2 while also discharging the introduced small diameter running object 1. The process of lining the inner surface of the large-diameter pipe P_1 and the process of lining the large-diameter pipe P_1 remove excess sealant S_2' that has penetrated into the branch part of the small-diameter pipe P_1.
The process of pushing back to the side and this pushing back excess sealant S
A conduit consisting of a combination of steps of transferring __2' in a large diameter pipe P_2, and in the case of a conduit P portion having a single small diameter pipe P_1, each of the above steps is performed in the order described above. Lining method. 2. The conduit lining method according to claim 1, wherein the excess sealant is pushed back by running a small-diameter traveling object 1' inside the small-diameter pipe P_1. 3. The method according to claim 1 or 2, wherein the pushed-back excess sealant S_2' is transferred by running a large-diameter traveling object 2' inside the large-diameter pipe P_2. Conduit lining method. 4. A patent claim in which the pushing-back excess sealant S_2' is transferred by running the large-diameter traveling object 2' in a state with a much smaller diameter than the large-diameter traveling object 2 in the large-diameter pipe lining process. The conduit lining method according to item 3.
JP14094080A 1980-10-07 1980-10-07 Conduit lining method Expired JPS6059033B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14094080A JPS6059033B2 (en) 1980-10-07 1980-10-07 Conduit lining method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14094080A JPS6059033B2 (en) 1980-10-07 1980-10-07 Conduit lining method

Publications (2)

Publication Number Publication Date
JPS5765364A JPS5765364A (en) 1982-04-20
JPS6059033B2 true JPS6059033B2 (en) 1985-12-23

Family

ID=15280347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14094080A Expired JPS6059033B2 (en) 1980-10-07 1980-10-07 Conduit lining method

Country Status (1)

Country Link
JP (1) JPS6059033B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5775179A (en) * 1980-10-24 1982-05-11 Osaka Gas Co Ltd Lining method for conduit

Also Published As

Publication number Publication date
JPS5765364A (en) 1982-04-20

Similar Documents

Publication Publication Date Title
US4584963A (en) System for repairing joints in pipes laid underground
JPS6059033B2 (en) Conduit lining method
GB2131910A (en) Pig for repairing interior portions of a pipeline
JPS6059032B2 (en) Conduit lining method
JP3515604B2 (en) Pipe lining method
JP2821538B2 (en) Pig introduction device for pipe inner surface lining repair method
JPS6124065B2 (en)
JP3685594B2 (en) In-line lining method
JP2843930B2 (en) Pipe line lining method
JPS5895565A (en) Internal surface lining method for pipe
JPH01304086A (en) Lining method for branch pipe
JPS5945077B2 (en) Method for promoting and burying small diameter soft ducts
JP3167253B2 (en) Rehabilitation repair method for existing piping
JPH0529513B2 (en)
JPH0131672Y2 (en)
JPH01255419A (en) Repair work for underground conduit line
JPH03278866A (en) Method for lining inner surface of piping
JPH01111475A (en) Inner face lining method for pipe having different size bores with branch pipe
JPS6226831B2 (en)
JPS62106867A (en) Apparatus for lining inner surface of heterodiameter pipeline
JPH0492187A (en) Repairing method of underground pipeline
JP2852616B2 (en) Existing pipe lining repair method
JPH0751622A (en) Pipe inner surface lining repair method
JPS6115771A (en) Resin feeding pig for repairing pipe joint part of existing piping
JPS60139359A (en) Resin conveying pig for repairing pipe joint part of existing pipe