JPS58208014A - Coating method of inner surface of buried pipe - Google Patents
Coating method of inner surface of buried pipeInfo
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
- B29C63/26—Lining or sheathing of internal surfaces
- B29C63/34—Lining or sheathing of internal surfaces using tubular layers or sheathings
- B29C63/36—Lining 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
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.
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)
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.
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)
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)
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 |
-
1982
- 1982-05-28 JP JP9183382A patent/JPS58208014A/en active Pending
Patent Citations (3)
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)
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 |
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