JPS58208014A - Coating method of inner surface of buried pipe - Google Patents

Coating method of inner surface of buried pipe

Info

Publication number
JPS58208014A
JPS58208014A JP9183382A JP9183382A JPS58208014A JP S58208014 A JPS58208014 A JP S58208014A JP 9183382 A JP9183382 A JP 9183382A JP 9183382 A JP9183382 A JP 9183382A JP S58208014 A JPS58208014 A JP S58208014A
Authority
JP
Japan
Prior art keywords
pipe
buried
coating material
main pipe
sealed
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
JP9183382A
Other languages
Japanese (ja)
Inventor
Kaoru Abe
馨 阿部
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.)
NIPPON KANKEN KOGYO KK
Original Assignee
NIPPON KANKEN KOGYO 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 NIPPON KANKEN KOGYO KK filed Critical NIPPON KANKEN KOGYO KK
Priority to JP9183382A priority Critical patent/JPS58208014A/en
Publication of JPS58208014A publication Critical patent/JPS58208014A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/26Lining or sheathing of internal surfaces
    • B29C63/34Lining or sheathing of internal surfaces using tubular layers or sheathings
    • B29C63/36Lining or sheathing of internal surfaces using tubular layers or sheathings being turned inside out

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

PURPOSE:To reduce the time required for coating by a method in which the coating material with a long hollow flat shape is prepared in a buried main pipe, and into the internal part of said coating material, a sealed pipe is expanded with being turned over, and consequently the coating material with the flat shape is expanded and coats the inner surface of the main pipe. CONSTITUTION:L shape-introducing pipe 5 is connected to the lower part of a reversing device 3 equipped at ground on the branch pipe 2 connected to a main pipe 1 buried in the ground. Next, one end of a long hollow sealed pipe 6 is connected to the curved part of the introducing pipe 5 by a band 7. The main part of said sealed pipe is turned over internally and is rolled on a roller 9 in flat shape through the introducing pipe 5 by way of a guide roller 8. Then coating material 10 is prepared at the bottom of the main pipe 1, and the rear end of the coating material is fixed onto the surface of the sealed pipe 6 fastened to the curved part 5a by a band 10a. When compressed air is supplied from the air pipe 4 of the reversing device 3, the sealed pipe 6 is expanded with being turned over and expands the coating material 10, thereby causing said material 10 to be closely in contact with the inner surface of the main pipe 1.

Description

【発明の詳細な説明】 この発明は埋設管内面の被覆方法に関する。[Detailed description of the invention] The present invention relates to a method of coating the inner surface of a buried pipe.

地1;に埋設されている鉄製、コンクリート製などの埋
設管の継手部の漏洩修理、または埋設管内面の腐蝕防1
1.のために、埋設管内面を速硬性のモルタルや合成樹
脂をもって被覆することが行なわれ、多くの被覆方法が
知られている。例えば硬化性樹脂が含浸され、かつ流体
に不透過性の膜で囲まれた可焼性の樹脂吸収材質よりな
る管を使用して一つの通路の内面を被覆する方法におい
て、該可焼性管および膜を平坦にした帯状の形態で供給
するに際し該#3T焼性管および膜を平坦な帯状のま1
前記通路の内部へ通路に沿い流体圧差により押しこむこ
とにより、肢管及び膜が通路内で裏返しにされつつ前進
されるようになし、裏返しにされた管状部分がrTil
Til尿流体圧通路内壁に対し押しつけられつつある間
に、前記硬化性樹脂を通路壁と同形になるように硬化さ
せる方法(特公昭55−41890号公報参照)が知ら
れている。
Repair of leakage at the joints of buried pipes such as iron or concrete buried underground 1; or corrosion prevention of the inner surface of buried pipes 1
1. Therefore, the inner surface of the buried pipe is coated with fast-setting mortar or synthetic resin, and many coating methods are known. For example, in a method of coating the inner surface of one passage using a tube made of a flammable resin-absorbing material impregnated with a curable resin and surrounded by a fluid-impermeable membrane, the flammable tube When supplying the film in the form of a flat strip, the #3T sinterable tube and the film are supplied in the form of a flat strip.
By forcing the inside of said passageway along the passageway by means of a fluid pressure differential, the limb and membrane are everted and advanced within said passageway, so that the everted tubular portion becomes rTil.
There is a known method (see Japanese Patent Publication No. 55-41890) in which the curable resin is hardened so as to have the same shape as the passage wall while being pressed against the inner wall of the Til urine fluid pressure passage.

しかしながら上記公知の方法は、あらかじめ硬化1!F
樹脂液が含浸された可焼性の樹脂吸収材質よりなる管の
外面に管状の不透過tF膜を外装して囲むものであるか
らその外装操作が厄介であり、また可焼性管にあらかじ
め硬化性樹脂液が含浸されているものであるから通路内
で裏返しにする際の抵抗が大きく、そのために大きな流
体差圧を必要とし、かつ通路内壁に対して押しつけるた
めの時間が長くかかるなどの問題がある。Iた可撓性管
および膜を裏返しつつ1111進するために可焼性管内
に流体圧として低温の流体を吹込み、可焼性管が通路内
壁に押しつけられたのちに、樹脂を硬化するための熱風
を吹込むものであるから、樹脂の硬化が遅くなるという
場合もある。
However, in the above-mentioned known method, curing 1! F
The outer surface of the tube is made of a flammable resin-absorbing material impregnated with a resin liquid and is surrounded by a tubular impermeable tF membrane, which makes the sheathing operation difficult. Because it is impregnated with liquid, there is a lot of resistance when turning it over inside the passage, which requires a large fluid pressure differential, and it takes a long time to press it against the inner wall of the passage. . In order to turn over the flexible tube and membrane, a low-temperature fluid is blown into the flammable tube as fluid pressure, and after the flammable tube is pressed against the inner wall of the passage, the resin is cured. Since hot air is blown in, the curing of the resin may be delayed.

この発明に上記公知の被覆方法の問題を解決することを
目的として達成されたものである。
The present invention has been achieved with the aim of solving the problems of the above-mentioned known coating methods.

すなわちこの発明は、埋設主管に接続さ′れ声マンホー
ル内に反転器下部に設けた誘導管を配置し、該誘導管下
部に11.a成された屈折部に、反転器内で裏返し状で
巻取られている中空状の密封器の他端を固定すると共に
、硬化剤が含浸され埋設主管内に配置された被覆材の一
端を固定し、上記反転器内に供給される流体圧をもって
密封管を膨張させることによって干犯被覆材が膨張され
て埋設主管内面に1.ソπを被覆させることを特徴とす
る埋設管内面の被覆方法である。
That is, in this invention, a guide pipe provided at the lower part of the inverter is arranged in a voice manhole connected to a buried main pipe, and 11. The other end of the hollow sealing device, which is wound inside out inside the inverter, is fixed to the bent part formed by A, and one end of the covering material impregnated with a hardening agent and placed inside the buried main pipe is fixed. By fixing the tube and inflating the sealed tube with fluid pressure supplied to the inverter, the drying sheathing material is expanded and 1. This is a method for coating the inner surface of a buried pipe, which is characterized by coating the inner surface of a buried pipe.

1″J、下にこの発明の実施例を図面によって説明する
1''J, embodiments of the invention will be described below with reference to the drawings.

lは地下にほぼ水平に埋設されている埋設主管、2は地
上から埋設主管lに接続されてマンホールを形成する埋
設枝管である。3は該埋設枝管2の上方地上に配設され
る反転器にして、該反転器3の上部には空気管4が、下
部には埋設枝管2内に挿入される誘導管5がそれぞれ接
続されており、該誘導管5の下部は5字形に屈折され、
屈折部5aの外径は上記埋設主管lの内径より稍小さく
形成されている。誘導管5の屈折部5aには、プラス−
チックフィルムからなる長尺中空の密封管6の一端がバ
ンド7によって固定され、該密封管6の主部は内方に裏
返されて扁平状の形態で誘導管5内を通り、反転器3内
に設けたガイドローラ8を経て巻取りローラ9に巻かれ
ている。
1 is a buried main pipe buried almost horizontally underground, and 2 is a buried branch pipe connected to the buried main pipe 1 from above ground to form a manhole. Reference numeral 3 denotes an inverter disposed on the ground above the buried branch pipe 2, and an air pipe 4 is installed at the top of the inverter 3, and a guide pipe 5 inserted into the buried branch pipe 2 is installed at the bottom of the inverter 3. The lower part of the guide tube 5 is bent into a figure 5 shape,
The outer diameter of the bent portion 5a is slightly smaller than the inner diameter of the buried main pipe l. The bent portion 5a of the guide tube 5 has a positive
One end of a long hollow sealed tube 6 made of a tick film is fixed by a band 7, and the main part of the sealed tube 6 is turned inward and passes through the guide tube 5 in a flat shape, and is inserted into the inverter 3. The film is wound around a take-up roller 9 via a guide roller 8 provided at the winding roller 9.

−万、フェルトなどに熱硬化性樹脂液が含浸された長尺
中空の被覆材10は、該被覆材10が膨らまされた状態
では・その外局面が埋設主管1内面に密着するような外
径を有している。該被覆材10は、その前端に取付けた
ロープll’に他の埋設枝管2から地上へ引張ることに
よって帯状で埋設主管1の底部に配置され、上記誘導管
5が埋設枝管2内に挿入されたのち、被覆材10の後端
が、上記誘導管5の屈折部5a外面に固定されている密
封管6端部上面にバンド10aで固定される。次゛いで
、上記反転器3の空気管4から圧縮空気を反転器3円に
供給すると、上記密封管6は裏返されつつ膨張して被覆
材10を膨張させ、この膨張端部が第2図の矢印Aに示
すように、後端から前端・に向けて移動されることによ
って被覆材10力÷埋設主管1内面に膨張密接される。
- The long hollow sheathing material 10 made of felt or the like impregnated with a thermosetting resin liquid has an outer diameter such that when the sheathing material 10 is inflated, its outer surface is in close contact with the inner surface of the buried main pipe 1. have. The covering material 10 is placed at the bottom of the buried main pipe 1 in the form of a band by being pulled from another buried branch pipe 2 to the ground by a rope ll' attached to its front end, and the guide pipe 5 is inserted into the buried branch pipe 2. After that, the rear end of the covering material 10 is fixed with a band 10a to the upper surface of the end of the sealed tube 6, which is fixed to the outer surface of the bent portion 5a of the guide tube 5. Next, when compressed air is supplied from the air pipe 4 of the inverter 3 to the inverter 3, the sealed tube 6 is turned over and expanded to inflate the covering material 10, and this expanded end is shown in FIG. As it is moved from the rear end to the front end as shown by arrow A, the covering material 10 is expanded and brought into close contact with the inner surface of the buried main pipe 1.

この際、必要に応じて上記圧縮空気を加熱しておけば、
被覆材10は膨張されるにつれて熱硬化性樹脂が硬化さ
れて埋設主管1円面に密着される。被覆材lO力;埋設
主管1内面に密着されたのちに、密封管6円の圧縮空気
を空気管4より放出し、密封管6の前端に賑付けた引出
しロープ(図示していない)を巻取りローラ9に巻取る
ことによって、密封管6は裏返しされた扁平状で巻取り
ローラ9に巻戻される。
At this time, if you heat the compressed air as necessary,
As the covering material 10 is expanded, the thermosetting resin is hardened and brought into close contact with the circular surface of the buried main pipe. Covering material lO force: After being tightly attached to the inner surface of the buried main pipe 1, 6 yen of compressed air from the sealed pipe is released from the air pipe 4, and a drawn-out rope (not shown) is wrapped around the front end of the sealed pipe 6. By winding it up on the take-up roller 9, the sealed tube 6 is rewound onto the take-up roller 9 in an inverted flat shape.

この発明に使用される密封管は、ポ1ノエチレン、ポリ
プロピレンなどのプラスチ゛ツクフィルム、またにゴム
からなるものが好フしい。また硬化剤は数分間に硬化し
得るものであり、熱硬化性樹脂のほかに急結モルタルな
どを使用することができる。
The sealed tube used in this invention is preferably made of plastic film such as polyethylene or polypropylene, or rubber. Further, the hardening agent can be hardened in several minutes, and quick-setting mortar or the like can be used in addition to thermosetting resin.

また密封管を膨張させるには、空気の代わりに窒素、炭
酸ガスなどの不活性気体、または水などの液体を使用し
てもよい。
Furthermore, to inflate the sealed tube, an inert gas such as nitrogen or carbon dioxide, or a liquid such as water may be used instead of air.

この発明によれば、被覆材に硬化剤を含浸させる操作が
容易であり、また被覆材をあらかじめ埋没主管内に長尺
の状態で配置し、その内部に密封tt−裏返しながら膨
張させることによって被覆材を膨張させるものであるか
ら、密封管を膨張させるに要する圧力は小さくてよく、
かつ被覆材を埋没主管に被覆するtめの時間が短縮され
るのである。
According to this invention, the operation of impregnating the covering material with a hardening agent is easy, and the covering material is placed in a long length inside the buried main pipe in advance, and the covering material is sealed inside and expanded while being turned inside out. Since the material is expanded, the pressure required to expand the sealed tube is small;
Moreover, the time required for covering the buried main pipe with the covering material is shortened.

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

第1図は゛この発明を説明するための切断側面図、第2
図は第1図の要部の切断側面図である。 1:埋設主管、2:マンホー)v (埋設枝管)、3:
反鹸器、5:誘導管、5a:屈折部、6:密封管、lO
:被覆材。
Figure 1 is a cutaway side view for explaining this invention;
The figure is a cutaway side view of the main part of FIG. 1. 1: Buried main pipe, 2: Manho)v (buried branch pipe), 3:
Anti-soap device, 5: Guiding tube, 5a: Bent part, 6: Sealed tube, lO
: Covering material.

Claims (1)

【特許請求の範囲】 〔l〕埋設主管に接続されたマンホール内に反転イ;;
下部に設けた。誘導管を配置し、該誘導管下部に11’
2 h%:された屈折部に、反転器内で裏返し状で巻取
られている中空状の密封器の他端を固定すると共に、硬
化剤が含浸され埋設主管内に配置°された被覆材の一端
を固定し、上記反転器内に供給される流体圧をもって密
封管を膨張させることによって」二記被覆材が膨張され
て埋設主管内面に密着被覆させることを特徴とする埋設
管内面の被覆方法。
[Claims] [l] An inverted pipe in a manhole connected to a buried main pipe;
installed at the bottom. A guide tube is arranged, and 11' is placed at the bottom of the guide tube.
2 h%: The other end of the hollow sealing device, which is wound inside out inside the inverter, is fixed to the bent part, and the covering material is impregnated with a hardening agent and placed inside the buried main pipe. A coating for the inner surface of a buried pipe, characterized in that by fixing one end and inflating the sealed tube with fluid pressure supplied to the inverter, the coating material described in "2" is expanded and tightly coats the inner surface of the buried main pipe. Method.
JP9183382A 1982-05-28 1982-05-28 Coating method of inner surface of buried pipe Pending JPS58208014A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9183382A JPS58208014A (en) 1982-05-28 1982-05-28 Coating method of inner surface of buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9183382A JPS58208014A (en) 1982-05-28 1982-05-28 Coating method of inner surface of buried pipe

Publications (1)

Publication Number Publication Date
JPS58208014A true JPS58208014A (en) 1983-12-03

Family

ID=14037592

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9183382A Pending JPS58208014A (en) 1982-05-28 1982-05-28 Coating method of inner surface of buried pipe

Country Status (1)

Country Link
JP (1) JPS58208014A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6135934A (en) * 1984-07-30 1986-02-20 Tokyo Gas Co Ltd Lining method of pipe line
JPS61206433U (en) * 1985-06-17 1986-12-26
EP0393304A2 (en) * 1989-02-27 1990-10-24 Hans Müller Method for lining an underground pipe
EP0479386A1 (en) * 1990-10-03 1992-04-08 Wegenbouwmaatschappij J. Heijmans B.V. Method for lining an elongated hollow space such as a sewer pipe, and lining hose and auxiliary hose for carrying out the method
US5108533A (en) * 1989-10-10 1992-04-28 Long Technologies, Inc. Method and combination for installing a liner within a service pipe transversely connected to a main pipe
US5200011A (en) * 1989-09-05 1993-04-06 Tokyo Gas Co., Ltd. Non-digging tube reverse lining engineering method of conduit
US5280811A (en) * 1991-07-18 1994-01-25 Guilio Catallo Method of softlining sewer rehabilitation

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5519575A (en) * 1978-07-29 1980-02-12 Osaka Gas Co Ltd Internal lining of pipe
JPS5549225A (en) * 1978-10-02 1980-04-09 Osaka Gas Co Ltd Method for lining of inner surface of tube
JPS5682216A (en) * 1979-12-07 1981-07-04 Tokyo Gas Co Ltd Pipe line lining method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5519575A (en) * 1978-07-29 1980-02-12 Osaka Gas Co Ltd Internal lining of pipe
JPS5549225A (en) * 1978-10-02 1980-04-09 Osaka Gas Co Ltd Method for lining of inner surface of tube
JPS5682216A (en) * 1979-12-07 1981-07-04 Tokyo Gas Co Ltd Pipe line lining method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6135934A (en) * 1984-07-30 1986-02-20 Tokyo Gas Co Ltd Lining method of pipe line
JPH0360659B2 (en) * 1984-07-30 1991-09-17 Tokyo Gasu Kk
JPS61206433U (en) * 1985-06-17 1986-12-26
JPH0133321Y2 (en) * 1985-06-17 1989-10-09
EP0393304A2 (en) * 1989-02-27 1990-10-24 Hans Müller Method for lining an underground pipe
US5200011A (en) * 1989-09-05 1993-04-06 Tokyo Gas Co., Ltd. Non-digging tube reverse lining engineering method of conduit
US5108533A (en) * 1989-10-10 1992-04-28 Long Technologies, Inc. Method and combination for installing a liner within a service pipe transversely connected to a main pipe
EP0479386A1 (en) * 1990-10-03 1992-04-08 Wegenbouwmaatschappij J. Heijmans B.V. Method for lining an elongated hollow space such as a sewer pipe, and lining hose and auxiliary hose for carrying out the method
US5280811A (en) * 1991-07-18 1994-01-25 Guilio Catallo Method of softlining sewer rehabilitation

Similar Documents

Publication Publication Date Title
US7845372B2 (en) Bladderless pipeliner and method for using same
ES2343185T3 (en) COVERING STRENGTHENED IN THE PLACE WITH INTEGRAL INTERIOR WATERPROOF COAT AND CONTINUOUS MANUFACTURING METHOD.
US6708728B2 (en) Installation of cured in place liners with air and steam and installation apparatus
RU2070303C1 (en) Method and device for lining pipe line or passage
US4786345A (en) Method of lining a passageway
EP1097333B1 (en) Apparatus and method for repairing a lateral pipe and the junction of the lateral with a main sewer line
US4581085A (en) Lining of pipelines or passageways
US5964249A (en) Apparatus and method for repairing a pipeline
JP4833075B2 (en) Installation method for in-situ curable liner with inner impermeable layer
US20060207726A1 (en) Apparatus for manufacture of cured in place liner with everted outer impermeable layer
JPS63502050A (en) Modification or manufacturing method and equipment for pipelines to be laid
US6682668B1 (en) Installation of cured in place liners with an endless reusable inflation bladder and installation apparatus
JP2007513800A (en) Longitudinal reinforced in-situ liner
JP2763435B2 (en) Partial repair method for underground pipeline
RU2358184C2 (en) Production and impregnation method of locally solidified lining material
JPS58208014A (en) Coating method of inner surface of buried pipe
JP2005288786A (en) Method for repairing protective pipe with cable placing finished
JP2002160295A (en) Method for lining tube
NZ501983A (en) Method of rehabilitating an existing pipeline using inflatable bladder to force resin impregnated liner against inside wall of pipe
CA2356616C (en) A pipe liner, a liner product and methods for forming and installing the liner
GB1559323A (en) Application of a fluid-impermeable lining of synthetic material to the internal surface of a passage
JP3954120B2 (en) A lining material that covers the inner surface of an existing tube rim and a lining material that includes a lining layer formed from the lining material
JP3827348B2 (en) Repair material, fixing structure of repair material, and repair method of pipeline
JPH07195519A (en) Lining of inner surface of pipe having damaged part
JPS5830584A (en) Method of construction of reiforcement and repair of existing buried pipe, etc.