JP2005090581A - Steel pipe repairing method - Google Patents

Steel pipe repairing method Download PDF

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JP2005090581A
JP2005090581A JP2003323091A JP2003323091A JP2005090581A JP 2005090581 A JP2005090581 A JP 2005090581A JP 2003323091 A JP2003323091 A JP 2003323091A JP 2003323091 A JP2003323091 A JP 2003323091A JP 2005090581 A JP2005090581 A JP 2005090581A
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steel pipe
lining material
rust preventive
rust
cylindrical lining
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Yuji Imazaki
雄司 今▲崎▼
Takayuki Nagaoka
孝幸 長岡
Hiroshi Yamazaki
弘 山崎
Masaharu Naito
正治 内藤
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MEESHIKKU KK
Asahi Tec Corp
Airec Engineering Corp
Maithick Co
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MEESHIKKU KK
Asahi Tec Corp
Airec Engineering Corp
Maithick Co
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Priority to JP2003323091A priority Critical patent/JP2005090581A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a steel pipe repairing method capable of preventing deterioration of strength of a steel pipe by stopping progress of rust in the steel pipe. <P>SOLUTION: A flexible cylindrical lining material 5A impregnated or coated with a uncured curable resin is arranged in the steel pipe 1, and the cylindrical lining material 5A is pushed to the inner wall of the steel pipe 1, and the hardening resin is hardened to perform the cylindrical lining to the inner surface of the steel pipe 1. In this steel pipe repairing method, when arranging the cylindrical lining material 5A in the steel pipe 1, a rust preventing agent 4 is interposed between the inner wall of the steel pipe 1 and the cylindrical lining material 5A to form a rust preventing agent layer 4a to prevent the generation of rust and progress thereof in the steel pipe 1. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、鋼管を補修する方法であって、特に地中に埋設された保護管としての鋼管を非開削により補修するのに適した補修方法に関する。   The present invention relates to a method for repairing a steel pipe, and more particularly to a repair method suitable for repairing a steel pipe as a protective pipe buried in the ground by non-cutting.

従来より、電力線、電話線等の通信ケーブルを、地中に埋設された保護管内に収容して布設することが広く行われている。しかしながら、前記保護管は一般に鋼管が使用されているため、電磁遮蔽効果に優れているものの、経年変化により錆等により劣化破損するといった問題が生じている。   2. Description of the Related Art Conventionally, communication cables such as power lines and telephone lines are widely housed and installed in protective tubes buried in the ground. However, since a steel pipe is generally used as the protective tube, although the electromagnetic shielding effect is excellent, there is a problem that the protective tube is deteriorated and damaged by rust or the like due to aging.

かかる問題が生じた場合の補修手段として、埋設箇所を開削して保護管(以下鋼管という)を取り替える開削補修や、塗膜ライニング、反転形成ライニングといった非開削補修が知られている。前記補修手段にあって、開削して鋼管を取り替える開削補修は、補修工事が面倒であり、特に都市部では他企業埋設物が多く、簡単に取り替え作業を行うことができず、多大な日数と労力を必要とする。これに対し、塗膜ライニング、反転形成ライニングといった非開削補修は、開削補修に比べ補修工事が簡単で、短期間で補修工事を行えることから、現在は鋼管の補修手段として非開削補修が広く普及している。   As repair means when such a problem occurs, non-open repair such as open repair in which a buried portion is cut and a protective pipe (hereinafter referred to as a steel pipe) is replaced, and coating lining and inversion forming lining are known. In the repair means, the excavation repair for exchanging and replacing the steel pipe is troublesome repair work, especially in urban areas, there are many other enterprises buried, and it can not be easily replaced, and it takes a lot of days. Requires labor. In contrast, non-open repair such as coating lining and reverse forming lining is easier to repair than open repair and can be done in a short period of time. Therefore, non-open repair is now widely used as a repair method for steel pipes. doing.

そして、前記非開削補修の中でも、補修後の強度の面から、硬化性樹脂を含浸又は塗布した可撓性がある筒状ライニング材を用いた方法を内容とする反転形成ライニングが主に採用されている。   And among the non-open cut repairs, from the viewpoint of the strength after repair, a reversal lining mainly comprising a method using a flexible cylindrical lining material impregnated or coated with a curable resin is employed. ing.

かかる方法は、熱硬化性樹脂、光硬化性樹脂或いは常温硬化性樹脂を含浸又は塗布した可撓性ある材料で形成された筒状ライニング材を保護管内、即ち鋼管内に配置し、この筒状ライニング材内に水圧或いは空気圧等を加え膨らませて鋼管の内壁面に押し付け、筒状ライニング材内に、高温の温水、蒸気を通し、或いは紫外線を照射することにより、前記硬化性樹脂を硬化させてライニングするものである(例えば特許文献1参照)。   In such a method, a cylindrical lining material formed of a flexible material impregnated or coated with a thermosetting resin, a photocurable resin, or a room temperature curable resin is placed in a protective tube, that is, a steel tube, and this cylindrical shape is arranged. Water pressure or air pressure is applied to the lining material to inflate it and press it against the inner wall surface of the steel pipe. By passing hot water, steam, or ultraviolet rays into the cylindrical lining material, the curable resin is cured. Lining is performed (see, for example, Patent Document 1).

前記鋼管内にライニング材を配置する方法としては、ライニング材をその先端側で引っ張って引き込む工法と、ライニング材を鋼管内に挿入する側から該ライニング材を反転させながら前進させて引き込む工法とが知られている。   As a method of arranging the lining material in the steel pipe, there are a construction method in which the lining material is pulled and pulled on the tip side, and a construction method in which the lining material is advanced while being reversed from the side where the lining material is inserted into the steel pipe. Are known.

このような鋼管内にライニング材を配置するといった非開削による鋼管の補修を行うに際しては、目視或いはTVカメラにより鋼管内の状態を確認して補修を行うが、錆や異物等がある場合には、ブラシや高圧水等によるケレン清掃等により錆や異物等の除去を行ってから補修を行う。
特公平7−4853号公報
When repairing a steel pipe by non-cutting such as placing a lining material in such a steel pipe, the repair is performed by checking the state in the steel pipe visually or with a TV camera. If there is rust or foreign matter, etc. Repair after removing rust and foreign matters by cleansing with a brush or high pressure water.
Japanese Patent Publication No. 7-4853

上記の鋼管補修方法によれば、鋼管の内壁面に筒状ライニング材が圧接しているが、鋼管の内壁面と筒状ライニング材との間の空隙を完全に無くすことはできず、鋼管にひび割れや小穴等の損傷がある場合、そこから空気や水が前記空隙内に入り込み、錆が発生し、進行するおそれがある。鋼管の錆が進行すると、鋼管が脆くなり、その強度は勢い前記筒状ライニング材にかかることになる。そのため、強度を得ようとすれば、筒状ライニング材の膜厚を厚くすることが求められ、筒状ライニング材の膜厚を厚くすれば、その分鋼管の内径が小さくなり、電力線、電話線等の通信ケーブルの挿通を面倒なものとし、またコストアップにもなるといった問題がある。   According to the steel pipe repair method described above, the cylindrical lining material is pressed against the inner wall surface of the steel pipe, but the gap between the inner wall surface of the steel pipe and the cylindrical lining material cannot be completely eliminated. When there is damage such as a crack or a small hole, air or water enters the gap from there, and rust may be generated and proceed. When the rust of the steel pipe progresses, the steel pipe becomes brittle, and its strength is vigorously applied to the tubular lining material. Therefore, to obtain strength, it is required to increase the thickness of the cylindrical lining material. When the thickness of the cylindrical lining material is increased, the inner diameter of the steel pipe is reduced accordingly, and the power line, telephone line There is a problem that the insertion of the communication cable is troublesome and the cost is increased.

本発明の目的は、鋼管の錆の進行をくい止め鋼管の強度の劣化を防止できるようにした鋼管補修方法を提供することにある。   An object of the present invention is to provide a steel pipe repairing method that can prevent the progress of rust of a steel pipe and prevent the deterioration of the strength of the steel pipe.

上記目的を達成するために、請求項1に記載の発明は、鋼管内に未硬化の硬化性樹脂を含浸又は塗布した可撓性がある筒状ライニング材を配置し、前記筒状ライニング材を鋼管内壁に押圧し、前記硬化性樹脂を硬化させて鋼管を内面から筒状ライニングする鋼管補修方法において、前記筒状ライニング材を鋼管内に配置する際に、鋼管内壁と筒状ライニング材との間に、防錆剤を介在させ防錆剤層を形成することを特徴とする。   In order to achieve the above object, the invention described in claim 1 is characterized in that a flexible tubular lining material impregnated or coated with an uncured curable resin is disposed in a steel pipe, and the tubular lining material is disposed. In the steel pipe repairing method in which the steel pipe is cured from the inner surface by pressing the inner wall of the steel pipe and curing the curable resin, when the cylindrical lining material is disposed in the steel pipe, the inner wall of the steel pipe and the cylindrical lining material A rust preventive layer is formed by interposing a rust preventive agent therebetween.

請求項2に記載の発明は、請求項1に記載の、前記防錆剤は、粉状塩基性化合物を含みpH8.0〜13.0に調整された無機質系防錆被覆組成物であることを特徴とする。   The invention according to claim 2 is the inorganic rust-proof coating composition according to claim 1, wherein the rust inhibitor includes a powdery basic compound and is adjusted to pH 8.0 to 13.0. It is characterized by.

請求項3に記載の発明は、請求項1に記載の、前記防錆剤は、粉状塩基性化合物を含む無機質系防錆被覆組成物が粘性がある保持材に添加されpH8.0〜13.0に調整されたものであることを特徴とする。   In the invention described in claim 3, the rust preventive agent described in claim 1 is prepared by adding an inorganic rust preventive coating composition containing a powdery basic compound to a viscous holding material, and having a pH of 8.0-13. .. adjusted to 0.0.

請求項4に記載の発明は、請求項3に記載の、前記保持材が滑剤であることを特徴とする。   The invention described in claim 4 is characterized in that the holding material according to claim 3 is a lubricant.

請求項5に記載の発明は、請求項2,3又は4に記載の、前記防錆剤は、亜鉛粉末を含有していることを特徴とする。   The invention according to claim 5 is characterized in that the rust preventive agent according to claim 2, 3 or 4 contains zinc powder.

請求項1に記載の発明によれば、鋼管内に未硬化の硬化性樹脂を含浸又は塗布した可撓性がある筒状ライニング材を配置し、前記筒状ライニング材を鋼管内壁に押圧し、前記硬化性樹脂を硬化させて鋼管を内面から筒状ライニングする鋼管補修方法において、前記筒状ライニング材を鋼管内に配置する際に、鋼管内壁と筒状ライニング材との間に、防錆剤を介在させ防錆剤層を形成することにより、鋼管の内壁面と筒状ライニング材との間に形成される防錆剤層により鋼管の内壁面と筒状ライニング材の空隙が埋められ、そして、鋼管にひび割れや小穴等の損傷があり、ひび割れや小穴等に空気や水が入り込んでも、前記防錆剤層が鋼管の錆の発生や進行を防止することができるので、鋼管の強度の劣化が防止でき鋼管の寿命を長くすることができることになる。これにより、筒状ライニング材に鋼管の補強、更生管としての自立性といったものを求める必要が無くなることから、前記筒状ライニング材の膜圧を薄くすることが可能となり、筒状ライニング材の膜厚を薄くできることにより、その分鋼管の内径を大きくすることができ、またコストダウンを図ることもできる。   According to the invention described in claim 1, a flexible tubular lining material impregnated or coated with an uncured curable resin is disposed in the steel pipe, and the tubular lining material is pressed against the inner wall of the steel pipe, In the steel pipe repairing method in which the curable resin is cured and the steel pipe is cylindrically lined from the inner surface, when the cylindrical lining material is disposed in the steel pipe, a rust inhibitor is provided between the inner wall of the steel pipe and the cylindrical lining material. By forming the rust preventive layer with the rust preventive agent layer formed between the inner wall surface of the steel pipe and the cylindrical lining material, the gap between the inner wall surface of the steel pipe and the cylindrical lining material is filled, and The steel pipe has damage such as cracks and small holes, and even if air or water enters the cracks or small holes, the rust preventive layer can prevent the rust generation and progression of the steel pipe. Can prevent the life of the steel pipe It will be possible. This eliminates the need for the tubular lining material to reinforce the steel pipe and the self-supporting nature of the rehabilitation pipe, so that the membrane pressure of the cylindrical lining material can be reduced, and the tubular lining material film Since the thickness can be reduced, the inner diameter of the steel pipe can be increased correspondingly, and the cost can be reduced.

請求項2に記載の発明によれば、前記防錆剤を、粉状塩基性化合物を含みpH8.0〜13.0に調整された無機質系防錆被覆組成物としたので、鋼管の内周面がアルカリ性に保たれ不動態化し、即ち、鋼管の内周面に酸化鉄の不動態層が形成され安定した状態となって、錆の発生や進行を防止することができる。   According to the invention described in claim 2, since the rust preventive agent is an inorganic rust preventive coating composition containing a powdery basic compound and adjusted to pH 8.0 to 13.0, the inner periphery of the steel pipe The surface is kept alkaline and passivated, that is, a passivated layer of iron oxide is formed on the inner peripheral surface of the steel pipe to be in a stable state, and the generation and progress of rust can be prevented.

請求項3に記載の発明によれば、前記防錆剤を、粉状塩基性化合物を含む無機質系防錆被覆組成物が粘性がある保持材に添加されpH8.0〜13.0に調整されたものとしたので、鋼管の内周面がアルカリ性に保たれ不動態化し、即ち、鋼管の内周面に酸化鉄の不動態層が形成され安定した状態となって、錆の発生や進行を防止することができ、且つ、無機質系防錆被覆組成物が粘性がある保持材に添加されているので、鋼管内壁面に容易に付着させ、鋼管内壁と筒状ライニング材との間に防錆剤を介在させ防錆剤層を形成することができる。   According to the invention described in claim 3, the rust preventive agent is adjusted to pH 8.0 to 13.0 by adding an inorganic rust preventive coating composition containing a powdery basic compound to a viscous holding material. As a result, the inner peripheral surface of the steel pipe is kept alkaline and passivated, that is, a passive layer of iron oxide is formed on the inner peripheral surface of the steel pipe and becomes stable. Since the inorganic anticorrosive coating composition is added to the viscous holding material, it can be easily adhered to the inner wall surface of the steel pipe, and the anticorrosion is provided between the inner wall of the steel pipe and the cylindrical lining material. An antirust layer can be formed by interposing an agent.

請求項4に記載の発明は、請求項3に記載の、前記保持材を滑剤としたので、鋼管内にライニング材を配置するために引き込む際に使用する滑剤として、前記無機質系防錆被覆組成物を滑剤に添加した防錆剤を使用することにより、防錆剤を鋼管内壁と筒状ライニング材との間に介在させるための特別な手段を講じる必要はなく、従来の方法で鋼管内にライニング材を引き込むことにより、鋼管内壁と筒状ライニング材との間に防錆剤を介在させ防錆剤層を形成することができる。   Since the invention according to claim 4 uses the holding material according to claim 3 as a lubricant, the inorganic rust-proof coating composition is used as a lubricant used when the lining material is pulled into the steel pipe. By using a rust inhibitor added to the lubricant, there is no need to take special measures to interpose the rust inhibitor between the inner wall of the steel pipe and the tubular lining material. By drawing the lining material, it is possible to form a rust preventive layer by interposing a rust preventive agent between the inner wall of the steel pipe and the cylindrical lining material.

請求項5に記載の発明によれば、前記防錆剤は、亜鉛粉末を含有しているので、電気防食特性を発揮し、鋼管の腐食を一層効果的に防止することができるものとなる。   According to invention of Claim 5, since the said rust preventive agent contains zinc powder, it will exhibit an electrocorrosion-proof characteristic and can prevent the corrosion of a steel pipe more effectively.

以下、本発明に係る鋼管補修方法を実施する最良の形態例を説明する。
本発明に係る鋼管補修方法は、鋼管内に未硬化の硬化性樹脂を含浸又は塗布した可撓性がある筒状ライニング材を配置し、前記筒状ライニング材を鋼管内壁に押圧し、前記硬化性樹脂を硬化させて鋼管を内面から筒状ライニングする鋼管補修方法において、前記筒状ライニング材を鋼管内に配置する際に、鋼管内壁と筒状ライニング材との間に、防錆剤を介在させ防錆剤層を形成するものである。
The best mode for carrying out the steel pipe repairing method according to the present invention will be described below.
In the steel pipe repair method according to the present invention, a flexible cylindrical lining material impregnated or coated with an uncured curable resin is disposed in the steel pipe, the cylindrical lining material is pressed against the inner wall of the steel pipe, and the hardening is performed. In the steel pipe repair method in which the tubular resin is cured from the inner surface by hardening the heat-resistant resin, a rust inhibitor is interposed between the inner wall of the steel pipe and the tubular lining material when the tubular lining material is placed in the steel pipe. And forming a rust preventive agent layer.

前記筒状ライニング材は、不浸透性内側フィルム層と硬化性樹脂を含浸した樹脂吸収性内層と不浸透性外側フィルム層の3層構造となっている。前記硬化性樹脂としては、熱硬化性樹脂、光硬化性樹脂或いは常温硬化性樹脂が挙げられ、フェルトに含浸されて樹脂吸収性内層となっている。また、不浸透性内側フィルム層としてはポリウレタンフィルムが使用され、不浸透性外側フィルム層としてはポリエチレンフィルムが使用されているがこれに限定されるものではない。   The cylindrical lining material has a three-layer structure of an impermeable inner film layer, a resin-absorbing inner layer impregnated with a curable resin, and an impermeable outer film layer. Examples of the curable resin include a thermosetting resin, a photocurable resin, and a room temperature curable resin, which are impregnated with felt to form a resin-absorbing inner layer. Further, a polyurethane film is used as the impermeable inner film layer, and a polyethylene film is used as the impermeable outer film layer. However, the present invention is not limited to this.

また、前記筒状ライニング材を鋼管内に配置する際に、鋼管内壁と筒状ライニング材との間に防錆剤を介在させて防錆剤層を形成するが、この防錆剤層を形成する防錆剤にあっては、粉状塩基性化合物を含みpH8.0〜13.0に調整された無機質系防錆被覆組成物が使用される。   Further, when the tubular lining material is disposed in the steel pipe, a rust preventive layer is formed by interposing a rust preventive agent between the inner wall of the steel pipe and the cylindrical lining material. In the rust preventive agent, an inorganic rust preventive coating composition containing a powdery basic compound and adjusted to pH 8.0 to 13.0 is used.

粉状塩基性化合物としては、水酸化マグネシウム、塩基性炭酸マグネシウム、水酸化カルシウム、水酸化バリウム、メタホウ酸バリウム、ホウ砂、ポルトランドセメント、アルミナセメント、高炉セメント等の粉末が用いられ、粉末の粒径は小さい程好ましい。   Powdered basic compounds include powders such as magnesium hydroxide, basic magnesium carbonate, calcium hydroxide, barium hydroxide, barium metaborate, borax, Portland cement, alumina cement, blast furnace cement, etc. The smaller the diameter, the better.

また、前記粉状塩基性化合物を含む無機質系防錆被覆組成物をpH8.0〜13.0に調整したのは、鉄がpH8.0〜13.0の範囲で酸化鉄の不動態層が形成され安定な状態となり、腐食は進行しないということによるものである。   The inorganic anticorrosive coating composition containing the powdery basic compound was adjusted to pH 8.0 to 13.0 because the iron oxide passive layer was in the range of pH 8.0 to 13.0. This is because it is formed and becomes stable, and corrosion does not proceed.

前記防錆剤は、粉状塩基性化合物を含む無機質系防錆被覆組成物が粘性がある保持材に添加されpH8.0〜13.0に調整されたものであることが作業性の点から好ましい。また、前記保持材が滑剤であってもよい。保持材が滑剤であると、従来の方法で鋼管内にライニング材を引き込む際に防錆剤を滑剤として使用することにより、鋼管内壁と筒状ライニング材との間に防錆剤を介在させ防錆剤層を形成することができる。前記滑剤としては、高分子ポリマー系素材等の複合体で、ほぼ中性域で、粘度600mP・S〜2000mP・Sが使用される。   From the viewpoint of workability, the rust inhibitor is an inorganic rust coating composition containing a powdery basic compound added to a viscous holding material and adjusted to pH 8.0 to 13.0. preferable. Further, the holding material may be a lubricant. When the retaining material is a lubricant, the rust preventive agent is used as a lubricant when the lining material is drawn into the steel pipe by a conventional method, so that the rust preventive agent is interposed between the steel pipe inner wall and the cylindrical lining material. A rust layer can be formed. The lubricant is a composite such as a high molecular weight polymer material, and has a viscosity of 600 mP · S to 2000 mP · S in a substantially neutral range.

また、前記防錆剤は、亜鉛粉末を含有していてもよい。電気防食特性を発揮し、鋼管の腐食を一層効果的に防止することができるものとなる。   Moreover, the said rust preventive agent may contain zinc powder. The anticorrosive property is exhibited, and corrosion of the steel pipe can be more effectively prevented.

本発明に係る鋼管補修方法は、前記筒状ライニング材を鋼管内に配置する際に、鋼管内壁と筒状ライニング材との間に、前記防錆剤を介在させ防錆剤層を形成するものであるが、前記鋼管内壁と筒状ライニング材との間に前記防錆剤を介在させ防錆剤層を形成する手段にあっては、鋼管に筒状ライニング材を引き込むに先立ち、鋼管内壁面に防錆剤を塗布し、その後筒状ライニング材を引き込んでもよく、また、鋼管に筒状ライニング材を引き込みながら鋼管内壁面に防錆剤を塗布してもよい。いずれの手段によっても、鋼管内壁面に未塗布部分が残らないように防錆剤を確実に塗布することを要する。   In the steel pipe repair method according to the present invention, when the tubular lining material is disposed in the steel pipe, the rust preventive layer is formed by interposing the rust preventive agent between the steel pipe inner wall and the cylindrical lining material. In the means for forming the rust preventive layer by interposing the rust preventive agent between the steel pipe inner wall and the cylindrical lining material, the steel pipe inner wall surface is drawn before drawing the cylindrical lining material into the steel pipe. A rust preventive agent may be applied to the tube, and then the cylindrical lining material may be drawn in. Alternatively, the rust preventive agent may be applied to the inner wall surface of the steel pipe while drawing the cylindrical lining material into the steel pipe. By any means, it is necessary to reliably apply the rust preventive agent so that no uncoated portion remains on the inner wall surface of the steel pipe.

次ぎに、本発明に係る鋼管補修方法の実施例を図面により説明する◎
図1は本発明に係る鋼管補修方法の第1実施例を示すものである。図面において、1は地面2の地中に埋設されている鋼管であり、所定間隔で垂直に立設するマンホール3で区切られている。この鋼管1の補修に際し、鋼管1内を適宜の手段により錆や異物を除去するといった清掃を行った後、先ず、マンホール3で区切られた鋼管1の一方の開口部内に、前記防錆剤4を充填ずる。この場合、防錆剤4は、粉状塩基性化合物を含む無機質系防錆被覆組成物が滑剤に添加されたものが使用される。
Next, an embodiment of the steel pipe repair method according to the present invention will be described with reference to the drawings.
FIG. 1 shows a first embodiment of a steel pipe repair method according to the present invention. In the drawings, reference numeral 1 denotes a steel pipe buried in the ground 2 and is divided by manholes 3 standing vertically at predetermined intervals. In repairing the steel pipe 1, after cleaning the inside of the steel pipe 1 by removing rust and foreign matters by an appropriate means, first, the rust preventive agent 4 is placed in one opening of the steel pipe 1 partitioned by the manhole 3. Fill up. In this case, the rust preventive agent 4 is used in which an inorganic rust preventive coating composition containing a powdery basic compound is added to a lubricant.

次ぎに、筒状ライニング材5Aの先端に鋼管1の内壁全周面に摺接するスポンジ等で形成された刷毛部材6を備え、この刷毛部材6を前記防錆剤4が充填された鋼管1の一方の開口部内に挿入し、牽引ロープ7で鋼管1の他方の開口部側に牽引する。これにより、前記鋼管1の一方の開口部内に充填されている防錆剤4が移動する刷毛部材6により鋼管1の内壁面に塗り付けられ、そして、筒状ライニング材5Aは、防錆剤4が内壁面に塗布された鋼管1内に、刷毛部材6の後から引き込まれる。このとき、前記防錆剤4は、粉状塩基性化合物を含む無機質系防錆被覆組成物が滑剤に添加されたもとなっているので、筒状ライニング材5Aはスムーズに引き込まれる。   Next, a brush member 6 formed of a sponge or the like that is in sliding contact with the entire inner wall surface of the steel pipe 1 is provided at the tip of the cylindrical lining material 5A, and the brush member 6 is formed on the steel pipe 1 filled with the rust inhibitor 4. The steel pipe 1 is inserted into one opening and pulled by the pulling rope 7 toward the other opening. Thereby, the rust preventive agent 4 filled in one opening of the steel pipe 1 is applied to the inner wall surface of the steel pipe 1 by the moving brush member 6, and the cylindrical lining material 5A is applied to the rust preventive agent 4. Is pulled from behind the brush member 6 into the steel pipe 1 coated on the inner wall surface. At this time, since the inorganic rust preventive coating composition containing the powdery basic compound is added to the lubricant, the cylindrical lining material 5A is drawn smoothly.

このようにして、鋼管1内に引き込んだ筒状ライニング材5A内に水圧或いは空気圧等を加え膨らませて鋼管1の内壁面に押し付け、鋼管1の内壁面と筒状ライニング材5Aとの間に防錆剤層4aを形成する。このとき、鋼管1の内壁面に防錆剤4の未塗布が残っていても、それが僅かである場合は、筒状ライニング材5Aによる鋼管1の内壁面へ押圧により、鋼管1の内壁面に防錆剤4が圧延されて未塗布部分を埋めることになり、鋼管1の内壁面と筒状ライニング材5Aとの間に確実に防錆剤層4aを形成することができる。この後、筒状ライニング材5A内に、高温の温水、蒸気を通し、或いは紫外線を照射することにより、筒状ライニング材5Aに含浸した硬化性樹脂を硬化させ、鋼管1の補修が終了する。   In this way, the tubular lining material 5A drawn into the steel pipe 1 is inflated by applying water pressure or air pressure, and pressed against the inner wall surface of the steel pipe 1 to prevent it between the inner wall surface of the steel pipe 1 and the cylindrical lining material 5A. The rust agent layer 4a is formed. At this time, even if uncoated rust preventive agent 4 remains on the inner wall surface of the steel pipe 1, if it is slight, the inner wall surface of the steel pipe 1 is pressed against the inner wall surface of the steel pipe 1 by the cylindrical lining material 5 </ b> A. The rust preventive agent 4 is rolled to fill the uncoated portion, and the rust preventive agent layer 4a can be reliably formed between the inner wall surface of the steel pipe 1 and the cylindrical lining material 5A. Thereafter, high temperature hot water and steam are passed through the cylindrical lining material 5A, or ultraviolet rays are irradiated to cure the curable resin impregnated in the cylindrical lining material 5A, and the repair of the steel pipe 1 is completed.

図2は本発明に係る鋼管補修方法の第2実施例を示すもので、本例では、鋼管1内への筒状ライニング材5Bの引き込みは、筒状ライニング材5Bを鋼管1内に挿入する側から該筒状ライニング材5Bを反転させながら前進させる方法によって行われる。先ず、第1実施例と同様に、マンホール3で区切られた鋼管1の一方の開口部内に、前記防錆剤4を充填ずる。この場合、防錆剤4は、粉状塩基性化合物を含む無機質系防錆被覆組成物が粘性がある保持材に添加されたものが使用される。   FIG. 2 shows a second embodiment of the steel pipe repair method according to the present invention. In this example, the tubular lining material 5B is drawn into the steel pipe 1 by inserting the cylindrical lining material 5B into the steel pipe 1. This is performed by a method of advancing the tubular lining material 5B from the side while inverting it. First, as in the first embodiment, the rust preventive agent 4 is filled into one opening of the steel pipe 1 partitioned by the manhole 3. In this case, as the rust preventive agent 4, an inorganic rust preventive coating composition containing a powdery basic compound is added to a viscous holding material.

次ぎに、筒状ライニング材5Bを鋼管1内に挿入する側から反転させながら前進させて引き込む。これにより、前記鋼管1の一方の開口部内に充填されている防錆剤4が反転しながら前進する筒状ライニング材5Bにより、鋼管1の内壁面と筒状ライニング材5Bとの間に誘導され、反転して鋼管1の内壁面に圧接する筒状ライニング材5Bと鋼管1の内壁面との間に防錆剤層4aを形成する。   Next, the tubular lining material 5 </ b> B is advanced and retracted while being reversed from the side of insertion into the steel pipe 1. Thereby, the rust preventive agent 4 filled in one opening of the steel pipe 1 is guided between the inner wall surface of the steel pipe 1 and the cylindrical lining material 5B by the cylindrical lining material 5B that moves forward while reversing. The rust preventive agent layer 4a is formed between the cylindrical lining material 5B that is reversed and pressed against the inner wall surface of the steel pipe 1 and the inner wall surface of the steel pipe 1.

この後、筒状ライニング材5B内に、高温の温水、蒸気を通し、或いは紫外線を照射することにより、筒状ライニング材5Bに含浸した硬化性樹脂を硬化させ、鋼管1の補修が終了する。   Thereafter, high temperature hot water and steam are passed through the cylindrical lining material 5B, or ultraviolet rays are irradiated to cure the curable resin impregnated in the cylindrical lining material 5B, and the repair of the steel pipe 1 is completed.

図3は本発明に係る鋼管補修方法の第3実施例を示すもので、本例も第2実施例と同様に、鋼管1内への筒状ライニング材5Bの引き込みは、筒状ライニング材5Bを鋼管1内に挿入する側から該筒状ライニング材5Bを反転させながら前進させる方法によって行われる。本例では、反転する前の筒状ライニング材5B内(反転して外周面となる面が内側にある)に前記防錆剤4を充填する。この場合、防錆剤4は、粉状塩基性化合物を含む無機質系防錆被覆組成物が粘性がある保持材に添加されたものが使用される。   FIG. 3 shows a third embodiment of the steel pipe repairing method according to the present invention. In this example as well, the tubular lining material 5B is drawn into the steel pipe 1 in the same manner as the second embodiment. This is performed by a method of moving the tubular lining material 5B forward from the side where it is inserted into the steel pipe 1 while being reversed. In this example, the rust preventive agent 4 is filled in the cylindrical lining material 5B before reversal (the surface that is reversed and becomes the outer peripheral surface is inside). In this case, as the rust preventive agent 4, an inorganic rust preventive coating composition containing a powdery basic compound is added to a viscous holding material.

次に、筒状ライニング材5Bを鋼管1内に挿入する側から反転させながら前進させて引き込む。これにより、筒状ライニング材5B内に充填されている防錆剤4が反転して外側となる筒状ライニング材5Bの外周面に付着した状態で、前記筒状ライニング材5Bの外周面が反転して鋼管1の内壁面に圧接し、これにより、筒状ライニング材5Bと鋼管1の内壁面との間に防錆剤層4aを形成する。   Next, the tubular lining material 5 </ b> B is advanced and retracted while being reversed from the side of insertion into the steel pipe 1. Thereby, the outer peripheral surface of the said cylindrical lining material 5B is reversed in the state which the rust preventive agent 4 with which it filled in the cylindrical lining material 5B reversed and adhered to the outer peripheral surface of the cylindrical lining material 5B used as the outer side. Thus, the inner wall surface of the steel pipe 1 is pressed against the inner wall surface, thereby forming a rust inhibitor layer 4a between the tubular lining material 5B and the inner wall surface of the steel pipe 1.

この後、筒状ライニング材5B内に、高温の温水、蒸気を通し、或いは紫外線を照射することにより、筒状ライニング材5Bに含浸した硬化性樹脂を硬化させ、鋼管1の補修が終了する。   Thereafter, high temperature hot water and steam are passed through the cylindrical lining material 5B, or ultraviolet rays are irradiated to cure the curable resin impregnated in the cylindrical lining material 5B, and the repair of the steel pipe 1 is completed.

なお、本発明に係る鋼管補修方法は上記実施例に限定されるものではない。上記の第1,2及び第3実施例において、筒状ライニング材に含浸した硬化性樹脂を硬化させた後、筒状ライニング材の不浸透性内側フィルム層を除去してもよい。また、上記実施例では、補修する鋼管が地下埋設管となっているが、地下埋設管に限定されるものはなく、また、電力線、電話線等の通信ケーブルを収容する保護管に限定されるものではない。   In addition, the steel pipe repair method which concerns on this invention is not limited to the said Example. In said 1st, 2nd and 3rd Example, after hardening the curable resin which impregnated the cylindrical lining material, you may remove the impermeable inner film layer of a cylindrical lining material. Moreover, in the said Example, although the steel pipe to repair is an underground burial pipe, it is not limited to an underground burial pipe, Moreover, it is limited to the protection pipe | tube which accommodates communication cables, such as a power line and a telephone line. It is not a thing.

本発明に係る鋼管補修方法の第1実施例を示す説明図。Explanatory drawing which shows 1st Example of the steel pipe repair method which concerns on this invention. 本発明に係る鋼管補修方法の第2実施例を示す説明図。Explanatory drawing which shows 2nd Example of the steel pipe repair method which concerns on this invention. 本発明に係る鋼管補修方法の第3実施例を示す説明図。Explanatory drawing which shows 3rd Example of the steel pipe repair method which concerns on this invention.

符号の説明Explanation of symbols

1 鋼管
2 地面
3 マンホール
4 防錆剤
4a 防錆剤層
5A,5B 筒状ライニング材
6 刷毛部材
7 牽引ロープ
DESCRIPTION OF SYMBOLS 1 Steel pipe 2 Ground 3 Manhole 4 Rust inhibitor 4a Rust preventive layer 5A, 5B Cylindrical lining material 6 Brush member 7 Tow rope

Claims (5)

鋼管内に未硬化の硬化性樹脂を含浸又は塗布した可撓性がある筒状ライニング材を配置し、前記筒状ライニング材を鋼管内壁に押圧し、前記硬化性樹脂を硬化させて鋼管を内面から筒状ライニングする鋼管補修方法において、前記筒状ライニング材を鋼管内に配置する際に、鋼管内壁と筒状ライニング材との間に、防錆剤を介在させ防錆剤層を形成することを特徴とする鋼管補修方法。 A flexible cylindrical lining material impregnated or coated with an uncured curable resin is placed in the steel pipe, the cylindrical lining material is pressed against the inner wall of the steel pipe, the curable resin is cured, and the steel pipe is In the pipe repair method for tubular lining, when the tubular lining material is disposed in the steel pipe, a rust preventive layer is formed by interposing a rust preventive agent between the steel pipe inner wall and the cylindrical lining material. Steel pipe repair method characterized by 前記防錆剤は、粉状塩基性化合物を含みpH8.0〜13.0に調整された無機質系防錆被覆組成物であることを特徴とする請求項1に記載の鋼管補修方法。 The method of repairing a steel pipe according to claim 1, wherein the rust inhibitor is an inorganic rust preventive coating composition containing a powdery basic compound and adjusted to pH 8.0 to 13.0. 前記防錆剤は、粉状塩基性化合物を含む無機質系防錆被覆組成物が粘性がある保持材に添加されpH8.0〜13.0に調整されたものであることを特徴とする請求項1に記載の鋼管補修方法。 The said rust preventive agent is an inorganic rust preventive coating composition containing a powdery basic compound added to a viscous holding material and adjusted to pH 8.0 to 13.0. The steel pipe repair method according to 1. 前記保持材が滑剤であることを特徴とする請求項3に記載の鋼管補修方法。 The steel pipe repair method according to claim 3, wherein the holding material is a lubricant. 前記防錆剤は、亜鉛粉末を含有していることを特徴とする請求項2,3又は4に記載の鋼管補修方法。 The steel pipe repair method according to claim 2, 3 or 4, wherein the rust preventive agent contains zinc powder.
JP2003323091A 2003-09-16 2003-09-16 Steel pipe repairing method Pending JP2005090581A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010255724A (en) * 2009-04-23 2010-11-11 Cosmo Koki Co Ltd Rust preventive device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60204312A (en) * 1984-03-29 1985-10-15 Nitto Electric Ind Co Ltd Process of corrosion resistant coating
JPH074853B2 (en) * 1986-10-17 1995-01-25 ハンス・ミユラ− How to repair a conduit laid underground
JPH0938569A (en) * 1995-07-28 1997-02-10 Nippon Steel Corp Zinc-resin type surface treated steel sheet with excellent scratch resistance and corrosion resistance
JPH11227046A (en) * 1998-02-17 1999-08-24 Osaka Gas Co Ltd Method for lining in tube
JP2003185085A (en) * 2001-12-18 2003-07-03 Tokyo Gas Co Ltd Regenerating and repairing method of piping for hot water

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60204312A (en) * 1984-03-29 1985-10-15 Nitto Electric Ind Co Ltd Process of corrosion resistant coating
JPH074853B2 (en) * 1986-10-17 1995-01-25 ハンス・ミユラ− How to repair a conduit laid underground
JPH0938569A (en) * 1995-07-28 1997-02-10 Nippon Steel Corp Zinc-resin type surface treated steel sheet with excellent scratch resistance and corrosion resistance
JPH11227046A (en) * 1998-02-17 1999-08-24 Osaka Gas Co Ltd Method for lining in tube
JP2003185085A (en) * 2001-12-18 2003-07-03 Tokyo Gas Co Ltd Regenerating and repairing method of piping for hot water

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010255724A (en) * 2009-04-23 2010-11-11 Cosmo Koki Co Ltd Rust preventive device

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