JPS61126223A - Method for repairing and reproducing underground buried piping - Google Patents

Method for repairing and reproducing underground buried piping

Info

Publication number
JPS61126223A
JPS61126223A JP59248033A JP24803384A JPS61126223A JP S61126223 A JPS61126223 A JP S61126223A JP 59248033 A JP59248033 A JP 59248033A JP 24803384 A JP24803384 A JP 24803384A JP S61126223 A JPS61126223 A JP S61126223A
Authority
JP
Japan
Prior art keywords
pipe
segments
buried pipe
inner pipe
segment
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
JP59248033A
Other languages
Japanese (ja)
Other versions
JPH0515850B2 (en
Inventor
Kenzo Takahashi
賢三 高橋
富山 政人
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP59248033A priority Critical patent/JPS61126223A/en
Publication of JPS61126223A publication Critical patent/JPS61126223A/en
Publication of JPH0515850B2 publication Critical patent/JPH0515850B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes
    • 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
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/1645Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a sealing material being introduced inside the pipe by means of a tool moving in the pipe
    • F16L55/16455Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a sealing material being introduced inside the pipe by means of a tool moving in the pipe a part of the tool defining, together with the inner wall of the pipe, an enclosed space into which sealing material is injected
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes
    • E03F2003/065Refurbishing of sewer pipes, e.g. by coating, lining

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Mechanical Engineering (AREA)
  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To repair and reproduce an existing buried pipe from the interior as it is, by a method wherein a cage type frame is arranged in the existing buried pipe, a segment is secured to the frame to form an inner pipe, and a space between the inner pipe and the buried pipe is filled with a filler for solidifying. CONSTITUTION:A cage type frame 5 is inserted into an existing buried pipe 1. Segments 8 made of synthetic resin, each formed in an arc of a circle in cross section and having the same length as that of a distance between ring seams 6 of the frame 5, are conveyed into the frame 5. The segment 8 is engaged with the ring seam 6 and a side seam 12 to form an inner pipe 14. A filler 15, such as mortar, FRP, is poured in a space between the inner pipe 14 and the existing buried pipe 1 for solidifying to secure together the inner pipe 14 and the existing buried pipe 1. This enables the existing buried pipe to be repaired for reclaimation as it is.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は上下水道管、ガス導管等の地下埋設配管の補修
再生方法に関し、特にその配管を埋設した状態で配管の
補修が行える地下埋設配管の補修再生方法に関するもの
である。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for repairing and regenerating underground pipes such as water supply and sewerage pipes and gas pipes, and particularly to underground pipes that can be repaired while the pipes are buried. The present invention relates to a method for repairing and reproducing.

た配管が腐蝕などにより老朽化した場合、補修のため地
盤を掘り起こし、その老朽化した配管を取り外し、新配
管を・接続したのら、埋め戻している。
When existing pipes become obsolete due to corrosion, etc., the ground is dug up for repair, the old pipes are removed, new pipes are connected, and the pipes are backfilled.

[発明が解決しようとする問題点] しかしながらこの補修作業は、配管径が小さい場合には
問題は少ないが、管径が大きくなると掘り起す深さが深
くなり、工期が長くなり、交通の妨げとなるため、好ま
しくなく、かつその作業も高価なものとなりやすい。
[Problems to be solved by the invention] However, this repair work poses few problems when the diameter of the pipe is small, but as the diameter of the pipe becomes larger, the depth of excavation becomes deeper, the construction period becomes longer, and it becomes a hindrance to traffic. This is undesirable, and the work tends to be expensive.

[発明の目的] 本発明は上記事情を考慮してなされたもので、老朽化し
た配管を埋設したままの状態でその配管の補修が行える
地下埋設配管の補修再生方法を提供することを目的とす
る。
[Object of the Invention] The present invention has been made in consideration of the above circumstances, and an object of the present invention is to provide a method for repairing and regenerating underground pipes that can repair aging pipes while the pipes remain buried. do.

[発明の概要] 本発明は、上記の目的を達成するために、地下に埋設さ
れて老朽化した配管内に、該配管内壁に所定の間隙を形
成すべく縮径された内管を、その周方向と長手方向に分
割したセグメントで形成し、これらセグメントを上記配
管内に搬入すると共にそのセグメントを周方向と長手方
向に継いで内管を組み立てた後、該内管と上記配管との
上記間隙内にモルタル等の充填材を充填することを特徴
とするもので、例えば埋設配管のマンホールなどを利用
し、そのマンホールからセグメントを埋設配管内に搬入
し、その内でセグメントを継いで内管を形成し、その内
管と配管との間にFRP、モルタル等の充填材を充填す
ることにより、その内管を新設管として用いることがで
きるようにしたものである。
[Summary of the Invention] In order to achieve the above-mentioned object, the present invention provides an inner pipe which has been reduced in diameter to form a predetermined gap on the inner wall of the pipe, in an aged pipe buried underground. It is formed by segments divided in the circumferential direction and the longitudinal direction, and after carrying these segments into the piping and connecting the segments in the circumferential direction and the longitudinal direction to assemble the inner pipe, the inner pipe and the piping are connected to each other. This method is characterized by filling the gap with a filler such as mortar. For example, a manhole in an underground pipe is used, and the segments are carried into the underground pipe through the manhole, and the segments are connected within the pipe to form the inner pipe. By forming a pipe and filling a filler such as FRP or mortar between the inner pipe and the pipe, the inner pipe can be used as a newly installed pipe.

[実施例] 以下本発明に係る地下埋設配管の補修再生方法の好適一
実施例を添付図面に基づいて説明する。
[Embodiment] A preferred embodiment of the method for repairing and regenerating underground piping according to the present invention will be described below with reference to the accompanying drawings.

第1図において、1は、地中2に埋設された埋設配管で
、例えば上下水道、ガス導管などの本管からなり、適宜
マンホール3が設けられている。この既設の埋設配管1
は例えばコンクリート管や鋼管などからなり、図示のよ
うに亀裂4などが入り老朽化しているとする。
In FIG. 1, reference numeral 1 denotes a buried pipe buried underground 2, consisting of, for example, a main pipe of water, sewerage, gas, etc., and manholes 3 are provided as appropriate. This existing buried piping 1
For example, it is assumed that the pipe is made of concrete pipes or steel pipes, and is old and has cracks 4 as shown in the figure.

この埋設配管1内に先ず第3図に示すようにカゴ型のフ
レーム5を挿入する。このフレーム5は断面口字形の円
環状のリングシーム6と、そのリングシーム6間を連結
する断面口字形のサイドシーム7とからなる。このカゴ
型のフレーム5は適宜の長さごと、マンホール3側から
埋設配管1内に挿入し、その埋設配管1内で順次接続組
み立てる。このフレーム5を挿入組立て後埋設配管1の
内壁と所定の間隙を隔てるよ゛うスペーサ(図示せず)
等にて保持する。
First, a cage-shaped frame 5 is inserted into the buried pipe 1 as shown in FIG. The frame 5 is composed of an annular ring seam 6 having an opening-shaped cross section and a side seam 7 having an opening-shaped cross section connecting the ring seams 6. This cage-shaped frame 5 is inserted into the buried pipe 1 from the manhole 3 side at an appropriate length, and connected and assembled in sequence within the buried pipe 1. After inserting and assembling this frame 5, a spacer (not shown) is used to separate the inner wall of the buried pipe 1 and a predetermined gap.
etc. will be maintained.

次にこのフレーム5内に、断面円弧状でかつ上記フレー
ム5のリングシーム6の間隔と同じ長さの合成樹脂等か
らなるセグメント8を搬入し、そのセグメント8の前後
端の前後7ランジ部9をり″’j>−A6O@11 o
t、:weaa、 tj、t7%   。
Next, a segment 8 made of synthetic resin or the like having an arcuate cross section and the same length as the interval between the ring seams 6 of the frame 5 is carried into this frame 5, and the front and rear 7 flange portions 9 at the front and rear ends of the segment 8 are introduced.り″'j>-A6O@11 o
t, :weaa, tj, t7%.

ント8の両側のサイドフランジ部11をサイドシーム7
の溝部12に嵌め込む。
Connect the side flange portions 11 on both sides of the mount 8 to the side seam 7.
Fit it into the groove 12 of.

第5図に示すようにセグメント8を円周方向に順次その
サイドフランジ部11をリングシーム6に嵌め込んだの
ち、そのサイドフランジ部11問とサイドシーム7の溝
部12内にエポキシ樹脂などの合成樹脂13を充填して
硬化させる。またセグメント8の前後端も、第6図に示
すようにその前侵フランジ部9 I?J及びリングシー
ム6の溝部10内に合成樹脂13を充填し【硬化させる
As shown in FIG. 5, after fitting the side flanges 11 of the segments 8 in the circumferential direction into the ring seam 6, a synthetic material such as epoxy resin is applied to the side flanges 11 and the grooves 12 of the side seams 7. The resin 13 is filled and cured. Furthermore, the front and rear ends of the segment 8 are also connected to the front and rear flange portions 9, as shown in FIG. The synthetic resin 13 is filled into the groove 10 of the J and ring seam 6 and then cured.

また第2図に示すように埋設配管1中に屈曲部1aがあ
る場合には、その曲率に合ばてカゴ型フレーム5aを屈
曲させて組み立て、またそのフレーム5aに吹め込むセ
グメント8aもその曲率に合せて形成する。
In addition, if there is a bent part 1a in the buried pipe 1 as shown in Fig. 2, the cage-shaped frame 5a is bent and assembled according to the curvature of the bent part 1a, and the segments 8a to be blown into the frame 5a are also shaped accordingly. Form according to the curvature.

以上にようにして埋設配管1の補111べき個所に、フ
レーム5を順次接合し組み立てながら配設すると共にそ
のフレーム5内からセグメント8を嵌め込み合成樹脂1
3で接着したのち、そのセグメント8で形成される内管
14と埋設配管1との間隙にモルタルやF RPなどの
合成樹脂からなる充填材15を注入し、その埋設配管1
内に内管14を固定する。
As described above, the frames 5 are sequentially joined and assembled at the locations where the buried piping 1 should be supplemented, and the segments 8 are fitted from within the frames 5 to fit the synthetic resin 111.
3, a filler 15 made of mortar or synthetic resin such as FRP is injected into the gap between the inner pipe 14 formed by the segments 8 and the buried pipe 1, and the buried pipe 1 is
The inner tube 14 is fixed therein.

この場合、第5図に示づようにカゴ型フレーム5のリン
グシーム6に第7図に示すように充填材15を注入する
ためのノズル孔16を設けておき、そのノズル孔16か
ら充填材15を注入する。
In this case, as shown in FIG. 5, a nozzle hole 16 for injecting the filler 15 is provided in the ring seam 6 of the cage-shaped frame 5 as shown in FIG. Inject 15.

かくして、埋設配管1内に、第4図に示すようにセグメ
ント8からなる内管14が一体に形成でき、この内g1
4を新たなガス或は上下水道の通路17として使用でき
る。この場合、通路17の断面積は小さくなるが、セグ
メント8の内面或はセグメント8全体をFRPなど表面
が流体1211’(係数の小さい材料を用いることによ
り圧力損失を増大させないようにする。
In this way, an inner pipe 14 consisting of segments 8 can be integrally formed within the buried pipe 1, as shown in FIG.
4 can be used as a new gas or water/sewerage passage 17. In this case, the cross-sectional area of the passage 17 becomes smaller, but the inner surface of the segment 8 or the entire segment 8 is made of FRP or the like with a fluid 1211' (a material with a small coefficient) so as not to increase the pressure loss.

また、第8図、第9図はセグメント8を継ぐ他の実施例
を示し、第8図に示すように円周方向に3分割したセグ
メント8の両端部を接合する場合に、その両端部に沿っ
て軸方向に延在するカラー18を設け、第9図に示すよ
うにセグメント8の内周から冊ネジ19をカラー18に
螺合してそのセグメント8を円周方向に固定するように
してもよい。またけグメント8の長手方向の接続は同様
にカラーをリング状に形成し■1ネジで固定する。
Moreover, FIGS. 8 and 9 show other embodiments of joining the segments 8, and when joining both ends of the segment 8 divided into three in the circumferential direction as shown in FIG. A collar 18 is provided that extends in the axial direction along the segment 8, and a book screw 19 is screwed into the collar 18 from the inner periphery of the segment 8 to fix the segment 8 in the circumferential direction, as shown in FIG. Good too. In addition, to connect the segment 8 in the longitudinal direction, similarly form the collar into a ring shape and fix it with the 1 screw.

この例においては第1〜7図に示したカゴ型フレームを
用いずに内管14を形成することができる。
In this example, the inner tube 14 can be formed without using the cage-shaped frame shown in FIGS. 1-7.

第10図はセグメント8を継ぐ場合のさらに他の例を示
し、セグメント8の円周方向の端部23を重ね合せ、一
方の端部23に予め袋ナツト20を埋設し、他方の端部
23から皿ネジ21をその袋ナツト20に螺合して直接
セグメント8同志を接合して内管14を形成するように
したものである。この場合セグメント8の長手方向も同
様に重ね合せ、袋ナツトと皿ネジで接合する。
FIG. 10 shows still another example of joining the segments 8, in which the circumferential ends 23 of the segments 8 are overlapped, a cap nut 20 is embedded in one end 23 in advance, and the other end 23 is The inner tube 14 is formed by screwing a countersunk screw 21 into the cap nut 20 and directly joining the segments 8 to each other. In this case, the segments 8 are also overlapped in the longitudinal direction and joined using cap nuts and countersunk screws.

第11図は埋設配管1の屈曲部1aに設置する内管14
aの例を示し、セグメント22を図示のように円筒状の
短管状に形成しかつその前後端を相互に嵌め込めるよう
テーパー状に形成し、その短管状のセグメント22を埋
設配管1の屈曲部の曲率に合せて曲げ、その状態でその
セグメント22の内周面にFRP等の合成樹脂のライニ
ング(図示せず)を施して内管14の屈曲部を形成する
ようにしてもよい。
FIG. 11 shows an inner pipe 14 installed at the bent part 1a of the buried pipe 1.
Example a is shown in which the segment 22 is formed into a short cylindrical tube shape as shown in the figure, and its front and rear ends are tapered so that they can be fitted into each other, and the short tube-shaped segment 22 is connected to the bent part of the buried pipe 1. The bent portion of the inner tube 14 may be formed by lining the inner peripheral surface of the segment 22 with a synthetic resin (not shown) such as FRP.

[発明の効果] 以上詳述してきたことから明らかなように本発明によれ
ば次の如き優れた効果を発揮する。
[Effects of the Invention] As is clear from the above detailed description, the present invention exhibits the following excellent effects.

(1)  埋設配管内に円周方向にかつ長手方向に分割
したセグメントからなる内管を形成し、その内管と埋設
配管内にモルタル、合成樹脂等の充填材を充填すること
により、その内管を新たな配管として使用でき、埋設配
管をそのままの状態にして、その補修再生が可能となる
(1) By forming an inner pipe consisting of segments divided in the circumferential direction and longitudinal direction inside the buried pipe, and filling the inner pipe and the buried pipe with a filler such as mortar or synthetic resin, The pipe can be used as new piping, and the buried piping can be repaired and regenerated while leaving it as it is.

(リ マンホールなどを利用し、その埋設配管の管内を
通してセグメントにより内管を形成するので従来のよう
にその配管上の地盤を掘り起したりする必要がなく、か
つ施工中交通の妨げとなることもない。
(Using a remanhole, etc., the inner pipe is formed by passing segments through the buried pipe, so there is no need to dig up the ground above the pipe as in the past, and there is no need to interfere with traffic during construction.) Nor.

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

第1図は本発明の地下埋設配管の補修再生力   (法
の施工状態を示す全体断面図、第2図は本発明の地下埋
設配管の補修再生方法における埋設配管内に施工した状
態の平断面図、第3図は本発明に6けるカゴ型フレーム
の部分斜視図、第4図は第2図のIV −IV線断面図
、第5図は第4図の要部の拡大断面図、第6図は第2図
のA部の部分拡大断面図、第7図は本発明において充填
材を注入するノズルを示す部分断面図、第8図は第4図
の他の実施例を示す断面図、第9図は第8図の部分拡大
断面図、第10図は本発明におけるセグメントの接続の
伯の例を示す要部断面図、第11図は本発明において埋
設配管の屈曲部を施工する例を示すセグメントの正面図
である。 図中、1は埋設配管、8はセグメント、14は内管、1
5は充填材である。
Figure 1 is an overall sectional view showing the construction state of the repair and regeneration power of underground piping according to the present invention, and Figure 2 is a plan cross-sectional view of the construction state in the underground pipe according to the method of repairing and regenerating underground piping of the present invention. 3 is a partial perspective view of a cage-shaped frame according to the present invention 6, FIG. 4 is a sectional view taken along the line IV-IV in FIG. 2, and FIG. 6 is a partial enlarged sectional view of part A in FIG. 2, FIG. 7 is a partial sectional view showing a nozzle for injecting a filler in the present invention, and FIG. 8 is a sectional view showing another embodiment of FIG. 4. , FIG. 9 is a partial enlarged cross-sectional view of FIG. 8, FIG. 10 is a cross-sectional view of a main part showing an example of the connection of segments in the present invention, and FIG. It is a front view of a segment showing an example. In the figure, 1 is a buried pipe, 8 is a segment, 14 is an inner pipe, 1
5 is a filler.

Claims (1)

【特許請求の範囲】[Claims] 地下に埋設されて老朽化した配管内に、該配管内壁に所
定の間隙を形成すべく縮径された内管を、その周方向と
長手方向に分割したセグメントで形成し、これらセグメ
ントを上記配管内に搬入すると共にそのセグメントを周
方向と長手方向に継いで内管を組み立てた後、該内管と
上記配管との上記間隙内にモルタル等の充填材を充填す
るようにしたことを特徴とする地下埋設配管の補修再生
方法。
An inner pipe that has been reduced in diameter to form a predetermined gap on the inner wall of the pipe is formed into segments that are divided in the circumferential direction and the longitudinal direction in an aging pipe that is buried underground, and these segments are used to connect the pipe to the pipe. After the inner pipe is assembled by carrying the inner pipe into the inner pipe and connecting the segments in the circumferential direction and the longitudinal direction, the gap between the inner pipe and the pipe is filled with a filler such as mortar. A method for repairing and regenerating underground pipes.
JP59248033A 1984-11-26 1984-11-26 Method for repairing and reproducing underground buried piping Granted JPS61126223A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59248033A JPS61126223A (en) 1984-11-26 1984-11-26 Method for repairing and reproducing underground buried piping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59248033A JPS61126223A (en) 1984-11-26 1984-11-26 Method for repairing and reproducing underground buried piping

Publications (2)

Publication Number Publication Date
JPS61126223A true JPS61126223A (en) 1986-06-13
JPH0515850B2 JPH0515850B2 (en) 1993-03-02

Family

ID=17172197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59248033A Granted JPS61126223A (en) 1984-11-26 1984-11-26 Method for repairing and reproducing underground buried piping

Country Status (1)

Country Link
JP (1) JPS61126223A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005240969A (en) * 2004-02-27 2005-09-08 Kubota Corp Method of regenerating existing tube
JP2007064368A (en) * 2005-08-31 2007-03-15 Nichiei Doryoku Kogyo Kk Continuous repair method for large-diameter pipe
JP2007085031A (en) * 2005-09-20 2007-04-05 Takiron Co Ltd Repairing structure of existing pipe
JP2007291686A (en) * 2006-04-24 2007-11-08 C I Kasei Co Ltd Waterway structure and method of constructing the same
JP2009085004A (en) * 2008-11-10 2009-04-23 Ashimori Ind Co Ltd Repairing method for existing conduit, repairing material used for it and repaired conduit
JP2009150164A (en) * 2007-12-21 2009-07-09 Sekisui Chem Co Ltd Rehabilitation assisting apparatus for existing pipe bent part, and rehabilitation method
US9214837B2 (en) 2013-12-13 2015-12-15 Arm Limited Electric motor with plural stator components
WO2021232479A1 (en) * 2020-05-19 2021-11-25 中交第四航务工程局有限公司 Underwater repairing method for large-diameter hdpe pipeline
JP2022159563A (en) * 2020-07-20 2022-10-17 積水化学工業株式会社 Pipe structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5720479A (en) * 1980-07-11 1982-02-02 Nec Corp Semiconductor image sensing device
JPS59100161U (en) * 1982-12-23 1984-07-06 株式会社クボタ Seal device at the tip of the push-in in pipe-in-pipe construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5720479A (en) * 1980-07-11 1982-02-02 Nec Corp Semiconductor image sensing device
JPS59100161U (en) * 1982-12-23 1984-07-06 株式会社クボタ Seal device at the tip of the push-in in pipe-in-pipe construction method

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005240969A (en) * 2004-02-27 2005-09-08 Kubota Corp Method of regenerating existing tube
JP2007064368A (en) * 2005-08-31 2007-03-15 Nichiei Doryoku Kogyo Kk Continuous repair method for large-diameter pipe
JP2007085031A (en) * 2005-09-20 2007-04-05 Takiron Co Ltd Repairing structure of existing pipe
JP4549268B2 (en) * 2005-09-20 2010-09-22 タキロン株式会社 Repair structure of existing pipe
JP2007291686A (en) * 2006-04-24 2007-11-08 C I Kasei Co Ltd Waterway structure and method of constructing the same
JP2009150164A (en) * 2007-12-21 2009-07-09 Sekisui Chem Co Ltd Rehabilitation assisting apparatus for existing pipe bent part, and rehabilitation method
JP2009085004A (en) * 2008-11-10 2009-04-23 Ashimori Ind Co Ltd Repairing method for existing conduit, repairing material used for it and repaired conduit
US9214837B2 (en) 2013-12-13 2015-12-15 Arm Limited Electric motor with plural stator components
US9692284B2 (en) 2013-12-13 2017-06-27 Arm Limited Electric motor with plural stator components
WO2021232479A1 (en) * 2020-05-19 2021-11-25 中交第四航务工程局有限公司 Underwater repairing method for large-diameter hdpe pipeline
JP2022159563A (en) * 2020-07-20 2022-10-17 積水化学工業株式会社 Pipe structure

Also Published As

Publication number Publication date
JPH0515850B2 (en) 1993-03-02

Similar Documents

Publication Publication Date Title
US6796334B2 (en) Duct repairing material, repairing structure, and repairing method
JPS61126223A (en) Method for repairing and reproducing underground buried piping
JP2003148091A (en) Reinforcing structure of existing tunnel lining and its construction method
JP4647414B2 (en) Saya tube propulsion method
JPH0412147Y2 (en)
JP2003328430A (en) Repairing member for existing conduit and repairing structure for the same
JP2999393B2 (en) Rehabilitation of underground pipes
KR100836512B1 (en) Duct repairing material, repairing structure, and repairing method
JP4014069B2 (en) Pipe repair method and pipe repair material
JP2006161329A (en) Reclamation method for manhole
JPS6261835B2 (en)
JP4301420B2 (en) Pipe repair method
JPH023028Y2 (en)
JPH0450592A (en) Inner surface lining structure material of culvert
KR100735063B1 (en) Method of repairing pipe and material for repairing
JP2991673B2 (en) Propulsion method
JPH08177393A (en) Shield segment
JPS622197B2 (en)
JPS62113997A (en) Method of repairing piping with branch pipe
JPS6357979A (en) Method of piping construction in existing pipe
JP4360505B2 (en) Pipe repair method
JPS58146783A (en) Method of communicating connecting section of pipe
JPS61286685A (en) Pipe and method of laying construction of pipe
JPS5914666B2 (en) Buried pipe rejuvenation method
JPS5847348Y2 (en) Pipe fittings for propulsion method