JP2003021263A - Tubular body, manufacturing method therefor and pipe lining method - Google Patents

Tubular body, manufacturing method therefor and pipe lining method

Info

Publication number
JP2003021263A
JP2003021263A JP2001205893A JP2001205893A JP2003021263A JP 2003021263 A JP2003021263 A JP 2003021263A JP 2001205893 A JP2001205893 A JP 2001205893A JP 2001205893 A JP2001205893 A JP 2001205893A JP 2003021263 A JP2003021263 A JP 2003021263A
Authority
JP
Japan
Prior art keywords
tubular
tubular body
pipeline
pipe
woven fabric
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
JP2001205893A
Other languages
Japanese (ja)
Other versions
JP2003021263A5 (en
Inventor
Takao Kamiyama
隆夫 神山
Yasuhiro Yokoshima
康弘 横島
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.)
Shonan Plastic Manufacturing Co Ltd
Yokoshima and Co
Original Assignee
Shonan Plastic Manufacturing Co Ltd
Yokoshima and Co
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 Shonan Plastic Manufacturing Co Ltd, Yokoshima and Co filed Critical Shonan Plastic Manufacturing Co Ltd
Priority to JP2001205893A priority Critical patent/JP2003021263A/en
Publication of JP2003021263A publication Critical patent/JP2003021263A/en
Publication of JP2003021263A5 publication Critical patent/JP2003021263A5/ja
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a pipe lining method capable of performing regeneration or anti-corrosion treatment of a pipeline while in service by lining with a high workability in a short time, even where the pipeline is long with a large bore. SOLUTION: A pipe lining method comprises the steps of introducing a plurality of tubular bodies 1 sequentially into a pipeline 10, moving the bodies 1 within the pipeline 10 while connecting the bodies 1 with one another to form a continuous tubular body 1A in the pipeline 10, then injecting a grouting material 13 in a clearance S between the tubular body 1A and the pipeline 10 to be hardened. The pipe lining method uses tubular bodies 1 wherein the bodies 1 are comprised of a plastic pipe with a shorter length than the full length of the pipeline 10 and with a smaller outer diameter than the inner diameter of the pipeline 10, the outer peripheral surface of the pipe being coated with a tubular bonding member in which the bonding material is welded, adhered, or bonded by needle-punching to inner/outer peripheral surface of a flexible plastic film, a woven or nonwoven fabric.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、老朽化した管路の
更生又は新設されたコンクリート製又は金属製の管路の
防食処理に供せられる管状体とその製造方法及び該管状
体を用いて施工される管ライニング工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tubular body to be used for anticorrosion treatment of aged concrete pipeline or newly constructed concrete or metal pipeline, its manufacturing method and the tubular body. Concerning the pipe lining method to be constructed.

【0002】[0002]

【従来の技術】地中に埋設された下水管等の管路が老朽
化した場合、或は新設されたコンクリート製又は金属製
の管路を防食処理する場合、該管路を地中から掘出する
ことなく、管路の内周面にライニングを施して該管路を
更生或は防食処理する管ライニング工法が提案され、既
に実用に供されている。
2. Description of the Related Art When a pipeline such as a sewer pipe buried in the ground is deteriorated or a newly constructed concrete or metal pipeline is subjected to anticorrosion treatment, the pipeline is dug from the ground. A pipe lining construction method has been proposed, in which the inner peripheral surface of the pipe line is lined without being put out, and the pipe line is rehabilitated or subjected to anticorrosion treatment.

【0003】上記管ライニング工法は、例えば不織布等
の管状樹脂吸着材に未硬化の液状硬化性樹脂を含浸して
成る管ライニング材を流体圧によって管路内に反転挿入
した後、この管ライニング材を流体圧によって膨張させ
てこれを管路の内周面に押圧したまま、該管ライニング
材に含浸された硬化性樹脂を硬化させることによって、
硬化した管ライニング材によって管路の内周面をライニ
ングして該管路を更生或は防食処理する工法である。
In the above pipe lining method, a pipe lining material formed by impregnating an uncured liquid curable resin into a tubular resin adsorbing material such as a non-woven fabric is reversely inserted into a pipe line by fluid pressure, and then this pipe lining material is inserted. While being expanded by fluid pressure and being pressed against the inner peripheral surface of the pipe line, by curing the curable resin impregnated in the pipe lining material,
This is a method of lining the inner peripheral surface of a pipe with a cured pipe lining material to rehabilitate or prevent corrosion of the pipe.

【0004】[0004]

【発明が解決しようとする課題】ところが、例えば口径
がφ1000mm以上で長さが100mを超える大口径
で長大な下水管や農業用水管等を前記従来の管ライニン
グ工法によって更生或は防食処理する場合、大口径で長
くて重い管ライニング材を管路内に反転挿入し、これに
含浸された硬化性樹脂を硬化させるまでに長時間を要
し、特に現在供用されている管路にあっては、供用を一
時的にストップして管路に対して少しずつライニングを
施すということが困難であった。
However, for example, in the case where a large sewage pipe or agricultural water pipe having a large diameter of 1000 mm or more and a length of more than 100 m is rehabilitated or anticorrosion treated by the conventional pipe lining method. , It takes a long time to reverse-insert a long and heavy pipe lining material with a large diameter into the pipe, and to cure the curable resin impregnated in this, especially in the pipes currently in service. However, it was difficult to temporarily stop service and to gradually line the pipeline.

【0005】本発明は上記問題に鑑みてなされたもの
で、その目的とする処は、大口径で長大な管路に対して
も、該管路を供用しながら作業性良く短時間でライニン
グを施してこれを更生又は防食処理することができる管
状体とその製造方法及び管ライニング工法を提供するこ
とにある。
The present invention has been made in view of the above problems, and an object of the present invention is to perform lining in a short time with good workability while using the pipeline even for a pipeline having a large diameter and a long length. It is an object of the present invention to provide a tubular body which can be subjected to rehabilitation or anticorrosion treatment, a method for producing the same, and a tube lining method.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、請求項1記載の発明は、管路全長よりも長さが短
く、管路内径よりも小さな外径を有するプラスチックパ
イプの外周面を、柔軟なプラスチックフィルム、織布又
は不織布の内外周面に結合材を溶着、接着又はニードル
パンチング結合して成る管状結合部材で覆って管状体を
構成したことを特徴とする。
To achieve the above object, the invention according to claim 1 provides an outer peripheral surface of a plastic pipe having a length shorter than the entire length of the pipe and an outer diameter smaller than the inner diameter of the pipe. A tubular body is formed by covering a flexible plastic film, a woven fabric or a non-woven fabric with a tubular connecting member formed by welding, adhering or needle punching a binder to the inner and outer peripheral surfaces thereof.

【0007】請求項2記載の発明は、請求項1記載の発
明において、前記プラスチックフィルム、織布又は不織
布の外面に溶着、接着又はニードルパンチング結合され
る結合材を不織布又はマジックテープで構成し、プラス
チックフィルム、織布又は不織布の内面に溶着、接着又
はニードルパンチング結合される結合材を不織布で構成
したことを特徴とする。
According to a second aspect of the present invention, in the first aspect of the present invention, the binding material that is welded, adhered or needle punched to the outer surface of the plastic film, woven fabric or non-woven fabric is formed of non-woven fabric or magic tape. It is characterized in that a binder that is welded, adhered or needle punched to the inner surface of a plastic film, a woven fabric or a non-woven fabric is composed of the non-woven fabric.

【0008】請求項3記載の発明は、請求項1記載の発
明において、前記プラスチックパイプの外径を管路の内
径よりも20mm以上小さく設定したことを特徴とす
る。
According to a third aspect of the invention, in the first aspect of the invention, the outer diameter of the plastic pipe is set to be 20 mm or more smaller than the inner diameter of the conduit.

【0009】請求項4記載の発明は、硬化性樹脂を含浸
して成る管状樹脂吸着材をその外周面を覆う管状結合部
材と共に円筒状の型枠内に挿入し、該管状樹脂吸着材と
管状結合部材を流体圧によって管状に押し広げてこれら
を前記型枠内に押圧した状態で、管状樹脂吸着材に含浸
された硬化性樹脂を硬化させてプラスチックパイプとし
た後、該プラスチックパイプと管状結合部材を型枠から
取り出して管状体を製造することを特徴とする。
According to a fourth aspect of the present invention, a tubular resin adsorbent material impregnated with a curable resin is inserted into a cylindrical mold together with a tubular connecting member that covers the outer peripheral surface thereof, and the tubular resin adsorbent material and the tubular resin adsorbent material are tubular. In the state where the connecting members are expanded by a fluid pressure into a tubular shape and pressed into the mold, the curable resin impregnated in the tubular resin adsorbent is cured to form a plastic pipe, and the plastic pipe and the tubular connection are formed. The member is taken out of the mold to produce a tubular body.

【0010】請求項5記載の発明は、請求項4記載の発
明において、前記型枠の内径を管路の内径よりも20m
m以上小さく設定したことを特徴とする。
According to a fifth aspect of the invention, in the invention of the fourth aspect, the inner diameter of the mold is 20 m greater than the inner diameter of the pipe line.
It is characterized in that it is set smaller than m.

【0011】請求項6記載の発明は、管路全長よりも長
さが短く、管路内径よりも小さな外径を有するプラスチ
ックパイプの外周面を、柔軟なプラスチックフィルム、
織布又は不織布の内外周面に結合材を溶着、接着又はニ
ードルパンチング結合して成る管状結合部材で覆って構
成される管状体を用いて施工される管ライニング工法と
して、複数の前記管状体を管路内に順次導入し、該管状
体を互いに連結しながらこれらを管路内で移動させて管
路内に1本の連続した管状体を形成した後、該管状体と
管路との間にグラウト材を注入してこれを硬化させるこ
とを特徴とする。
According to a sixth aspect of the present invention, a flexible plastic film is provided on the outer peripheral surface of a plastic pipe having a length shorter than the entire length of the conduit and an outer diameter smaller than the inner diameter of the conduit.
Welding a binding material on the inner and outer peripheral surfaces of a woven or non-woven fabric, as a pipe lining construction method using a tubular body constructed by covering with a tubular joining member formed by adhesion or needle punching joining, a plurality of the tubular bodies After the pipes are sequentially introduced into the pipeline, and these tubular bodies are connected to each other and moved in the pipeline to form one continuous tubular body in the pipeline, the tubular body and the pipeline are separated from each other. It is characterized in that a grout material is injected into and cured.

【0012】請求項7記載の発明は、請求項6記載の発
明において、前記プラスチックパイプの外径を管路の内
径よりも20mm以上小さく設定したことを特徴とす
る。
The invention according to claim 7 is characterized in that, in the invention according to claim 6, the outer diameter of the plastic pipe is set smaller than the inner diameter of the conduit by 20 mm or more.

【0013】従って、請求項1〜3記載の管状体を用い
て施工される請求項6記載の発明によれば、管路よりも
短くて小径の管状体を互いに連結しながらこれらを管路
内で移動させる作業を繰り返すことによって管路内に1
本の連続した管状体を形成した後、該管状体と管路との
間にグラウト材を注入してこれを硬化させることによっ
て管路のライニングが施工されるため、大口径で長大な
管路に対しても、該管路を供用しながら作業性良く短時
間でライニングを施してこれを更生することができる。
そして、管状体と管路の間に介在する管状結合部材によ
って管状体と管路が強固に結合されるため、管状体の耐
圧強度が高められる。
Therefore, according to the invention of claim 6 which is constructed by using the tubular bodies according to claims 1 to 3, the tubular bodies which are shorter than the pipeline and have a small diameter are connected to each other in the pipeline. By repeating the work of moving in
After forming a continuous tubular body of books, the lining of the pipeline is constructed by injecting grout material between the tubular body and the pipeline and hardening it, so that the pipeline with a large diameter and long length Even with respect to the above, it is possible to perform lining with good workability in a short time while the pipe is being used and to rehabilitate it.
Further, since the tubular body and the duct are firmly coupled by the tubular coupling member interposed between the tubular body and the duct, the pressure resistance of the tubular body is enhanced.

【0014】又、請求項4記載の発明によれば、管状樹
脂吸着材を型枠内で硬化させてプラスチックパイプを形
成し、この硬化したプラスチックパイプをその外周面を
覆う管状結合部材と共に型枠から取り出すことによって
管状体を製造するようにしたため、大口径の管状体であ
っても、これを地上で作業性良く容易に製造することが
できる。
According to the invention of claim 4, the tubular resin adsorbent is hardened in the mold to form a plastic pipe, and the hardened plastic pipe is molded together with the tubular connecting member covering the outer peripheral surface of the mold. Since the tubular body is manufactured by taking it out from the inside, even a large-diameter tubular body can be easily manufactured on the ground with good workability.

【0015】更に、請求項5又は7記載の発明によれ
ば、管状体のプラスチックパイプの外径を管路の内径よ
りも20mm以上小さく設定したため、管状体と管路と
の間にグラウト材を注入すべき隙間を確実に形成するこ
とができる。
Further, according to the invention of claim 5 or 7, since the outer diameter of the plastic pipe of the tubular body is set to be 20 mm or more smaller than the inner diameter of the pipeline, a grout material is provided between the tubular body and the pipeline. The gap to be injected can be surely formed.

【0016】[0016]

【発明の実施の形態】以下に本発明の実施の形態を添付
図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0017】図1は本発明に係る管状体の側断面図、図
2は同管状体の管状結合部材の部分拡大断面図である。
FIG. 1 is a side sectional view of a tubular body according to the present invention, and FIG. 2 is a partially enlarged sectional view of a tubular connecting member of the tubular body.

【0018】本発明に係る管状体1は、図1に示すよう
に、プラスチックパイプ2の外周面を管状結合部材3に
よって覆って構成されている。ここで、プラスチックパ
イプ2の長さは管路全長よりも短く、内径は管路内径よ
りも20mm以上小さく設定されている。
As shown in FIG. 1, the tubular body 1 according to the present invention is constructed by covering the outer peripheral surface of a plastic pipe 2 with a tubular connecting member 3. Here, the length of the plastic pipe 2 is shorter than the entire length of the pipeline, and the inner diameter is set to be smaller than the inner diameter of the pipeline by 20 mm or more.

【0019】又、前記管状結合部材3は、図2に示すよ
うに、柔軟な管状プラスチックフィルム4の内外周面に
結合材5,6を溶着、接着又はニードルパンチング結合
して構成されている。ここで、プラスチックフィルム4
には、厚さ0.1mm〜2mmのポリエチレン、ポリプ
ロピレン又はポリウレタンフィルムが使用されるが、こ
のプラスチックフィルム4に代えて、ポリエステルファ
イバー、ポリプロピレンファイバー、ナイロンファイバ
ー又はテープ状ポリプロピレンから成る織布又は不織布
を使用しても良い。
Further, as shown in FIG. 2, the tubular connecting member 3 is formed by welding, adhering or needle punching connecting the connecting materials 5 and 6 to the inner and outer peripheral surfaces of the flexible tubular plastic film 4. Where the plastic film 4
A polyethylene, polypropylene, or polyurethane film having a thickness of 0.1 mm to 2 mm is used for this purpose. Instead of this plastic film 4, a woven or non-woven fabric made of polyester fiber, polypropylene fiber, nylon fiber or tape polypropylene is used. You may use it.

【0020】ところで、このプラスチックフィルム4の
外面に溶着、接着又はニードルパンチング結合される結
合材6は不織布又はマジックテープで構成され、プラス
チックフィルム4の内面に溶着、接着又はニードルパン
チング結合される結合材5は不織布で構成され、不織布
としては目付が50g/m2 〜1500g/m2 のポリ
エステル、ナイロン、ビニロン、アクリル又はポリプロ
ピレンのファイバーが用いられる。尚、結合材5,6を
プラスチックフィルム4に接着するための接着剤として
は、エポキシ、アイオノマー、アクリル、ポリアミド、
ウレタン系の接着剤が使用される。
By the way, the binder 6 which is welded, adhered or needle punched to the outer surface of the plastic film 4 is made of non-woven fabric or velcro, and the binder which is welded, adhered or needle punched to the inner surface of the plastic film 4. 5 is composed of a nonwoven fabric, the basis weight as the non-woven polyester of 50g / m 2 ~1500g / m 2 , nylon, vinylon, acrylic or polypropylene fibers are used. In addition, as an adhesive for adhering the binders 5 and 6 to the plastic film 4, epoxy, ionomer, acrylic, polyamide,
Urethane adhesives are used.

【0021】次に、上記構成を有する管状体1の製造方
法を図3及び図4に基づいて説明する。尚、図3及び図
4は本発明に係る管状体の製造方法を示す断面図であ
る。
Next, a method of manufacturing the tubular body 1 having the above structure will be described with reference to FIGS. 3 and 4 are cross-sectional views showing a method for manufacturing a tubular body according to the present invention.

【0022】管状体1の製造に際しては、先ず、図3に
示すように、硬化性樹脂を含浸して成る管状樹脂吸着材
2’をその外周面を覆う管状結合部材3と共に円筒状の
型枠7内に挿入し、該管状樹脂吸着材2’と管状結合部
材3を0.01MPa〜0.1MPaの流体圧によって
管状に押し広げてこれらを前記型枠7内に押圧する。
尚、型枠7の内径は管路内径よりも20mm以上小さく
設定されている。
In manufacturing the tubular body 1, first, as shown in FIG. 3, a tubular resin adsorbent 2'impregnated with a curable resin is formed into a cylindrical form together with a tubular connecting member 3 covering the outer peripheral surface thereof. 7, the tubular resin adsorbent 2 ′ and the tubular coupling member 3 are spread in a tubular shape by a fluid pressure of 0.01 MPa to 0.1 MPa, and these are pushed into the mold 7.
The inner diameter of the mold 7 is set smaller than the inner diameter of the conduit by 20 mm or more.

【0023】ここで、上記管状樹脂吸着材2’は、PV
C、ポリエチレン、GRP、ポリエステル、ビニロン、
アクリル等のプラスチックファイバーから成る不織布に
未硬化の液状硬化性樹脂を含浸させて構成されており、
硬化性樹脂としては、例えば不飽和ポリエステル樹脂、
エポキシ樹脂、ビニールエステル樹脂等の熱硬化性樹脂
が使用される。
Here, the tubular resin adsorbent 2'is PV
C, polyethylene, GRP, polyester, vinylon,
Made by impregnating an uncured liquid curable resin into a non-woven fabric made of plastic fiber such as acrylic,
As the curable resin, for example, unsaturated polyester resin,
Thermosetting resins such as epoxy resin and vinyl ester resin are used.

【0024】而して、図3に示すように、管状樹脂吸着
材2’と管状結合部材3を型枠7内に押圧した状態で、
管状樹脂吸着材2’に含浸された硬化性樹脂を任意の方
法(常温硬化、型枠7の外部又は管状樹脂吸着材2’の
内部からの加熱或はこれらの組合せ)によって硬化させ
てプラスチックパイプ2とする。このように管状樹脂吸
着材2’が硬化してプラスチックパイプ2が形成される
と、図4に示すように、該プラスチックパイプ2と管状
結合部材3を型枠7から取り出せば、外径が管路内径よ
りも20mm以上小さな管状体1が得られる。
Then, as shown in FIG. 3, in a state where the tubular resin adsorbent 2'and the tubular connecting member 3 are pressed into the mold 7,
The curable resin impregnated in the tubular resin adsorbent 2'is cured by an arbitrary method (normal temperature curing, heating from the outside of the mold 7 or the tubular resin adsorbent 2'or a combination thereof) to form a plastic pipe. Set to 2. When the tubular resin adsorbent 2'is thus hardened to form the plastic pipe 2, as shown in FIG. 4, if the plastic pipe 2 and the tubular connecting member 3 are taken out from the mold 7, the outer diameter of the pipe is reduced. A tubular body 1 smaller than the inner diameter of the passage by 20 mm or more is obtained.

【0025】このように、本発明方法では、管状樹脂吸
着材2’を型枠7内で硬化させてプラスチックパイプ2
を形成し、この硬化したプラスチックパイプ2をその外
周面を覆う管状結合部材3と共に型枠7から取り出すこ
とによって管状体1を製造するようにしたため、大口径
の管状体1であっても、これを地上で作業性良く容易に
製造することができる。
As described above, according to the method of the present invention, the tubular resin adsorbent 2'is cured in the mold 7 to form the plastic pipe 2
And the tubular body 1 is manufactured by taking out the hardened plastic pipe 2 from the mold 7 together with the tubular connecting member 3 covering the outer peripheral surface thereof. Therefore, even if the tubular body 1 has a large diameter, Can be easily manufactured on the ground with good workability.

【0026】次に、以上のようにして製造される管状体
1を用いて施工される本発明に係る管ライニング工法を
図5〜図9に基づいて説明する。尚、図5、図7及び図
8は本発明に係る管ライニング工法をその工程順に示す
断面図、図6は図5のA部拡大断面図、図9は図8のB
−B線断面図である。
Next, the pipe lining method according to the present invention, which is carried out using the tubular body 1 manufactured as described above, will be described with reference to FIGS. 5, FIG. 7 and FIG. 8 are sectional views showing the pipe lining method according to the present invention in the order of steps, FIG. 6 is an enlarged sectional view of part A of FIG. 5, and FIG. 9 is B of FIG.
It is a -B line sectional view.

【0027】図5において、10は地中に埋設された老
朽化した管路であり、この管路10には、地上に開口す
る複数のマンホール11が接続されている。
In FIG. 5, reference numeral 10 denotes an aged pipe line buried in the ground, and a plurality of manholes 11 opening to the ground are connected to the pipe line 10.

【0028】而して、管路10のライニングに際して
は、図5に示すように、複数の管状体1をマンホール1
1から管路10内に順次導入し、隣接する管状体1同士
を連結部材8によって互いに連結しながらこれらを牽引
ロープ9によって図示矢印方向に牽引して管路10内で
移動させる作業を繰り返すことによって、図7に示すよ
うに、管路10内に1本の連続した管状体1Aを形成す
る。尚、この作業においては、従来のように硬化性樹脂
を含浸した管ライニング材を使用しないため、供用水を
一時的にストップする必要がなく、管路10内に供用水
を継続的に流しながら作業を行うことができる。
Thus, when lining the conduit 10, as shown in FIG. 5, a plurality of tubular bodies 1 are attached to the manhole 1.
1 is sequentially introduced into the pipe line 10, and while the adjacent tubular bodies 1 are connected to each other by the connecting member 8, they are pulled by the pulling rope 9 in the direction of the arrow in the drawing to move in the pipe line 10. Thus, as shown in FIG. 7, one continuous tubular body 1A is formed in the conduit 10. Incidentally, in this work, since the pipe lining material impregnated with the curable resin is not used unlike the conventional case, it is not necessary to temporarily stop the service water, while continuously supplying the service water into the pipe line 10. You can do the work.

【0029】ここで、管状体1同士の連結構造の詳細を
図6に示すが、2つの管状体1を連結する前記連結部材
8は、外表面が気密性の高いプラスチックフィルムで被
覆された樹脂吸着材に未硬化の常温硬化性樹脂を含浸せ
しめて構成されており、その両端部は締付バンド12に
よって管状体1の外周面に締付固定されている。このよ
うに、連結部材8を樹脂吸着材に未硬化の常温硬化性樹
脂を含浸せしめて構成すれば、連結した時点では常温硬
化性樹脂が未だ硬化していないために管状体1同士はフ
レキシブルに動くことができ、連結された管状体1の管
路10内での移動を円滑に行うことができる。そして、
管状体1が管路10内の所定位置に移動した後、連結部
材8に含浸された常温硬化性樹脂が常温で硬化すれば、
管状体1同士が確実に連結されて両者の相対移動が阻止
される。
Here, the details of the connecting structure of the tubular bodies 1 are shown in FIG. 6. The connecting member 8 for connecting the two tubular bodies 1 has a resin whose outer surface is covered with a highly airtight plastic film. The adsorbent is formed by impregnating an uncured room temperature curable resin, and both ends thereof are fastened and fixed to the outer peripheral surface of the tubular body 1 by fastening bands 12. Thus, if the connecting member 8 is configured by impregnating the resin adsorbent with the uncured room temperature curable resin, the tubular bodies 1 are made flexible because the room temperature curable resin is not yet cured at the time of connection. It is movable and the connected tubular bodies 1 can be smoothly moved in the duct 10. And
After the tubular body 1 moves to a predetermined position in the conduit 10, if the room temperature curable resin impregnated in the connecting member 8 cures at room temperature,
The tubular bodies 1 are reliably connected to each other, and their relative movement is prevented.

【0030】而して、図7に示すように、管路10内に
1本の連続した管状体1Aが形成されると、この管状体
1Aと管路10の内壁との間に形成された隙間Sにグラ
ウト材13が充填される。
Then, as shown in FIG. 7, when one continuous tubular body 1A is formed in the conduit 10, it is formed between the tubular body 1A and the inner wall of the conduit 10. The gap S is filled with the grout material 13.

【0031】即ち、地上にはグラウト材13を収容した
容器14とグラウトポンプ15が設置され、容器14内
のグラウト材13を撹拌機16で撹拌しながらグラウト
ポンプ15を駆動し、容器14内のグラウト材13をグ
ラウトホース17から管状体1Aと管路10の内壁との
間の隙間Sへと注入してこれを充填する。尚、この場
合、前述のように管状体1(プラスチックパイプ2)の
外径を管路10の内径よりも20mm以上小さく設定し
たため、管状体1(1A)と管路10との間にグラウト
材13を注入すべき隙間Sが確実に形成される。
That is, a container 14 accommodating the grout material 13 and a grout pump 15 are installed on the ground, and the grout pump 15 is driven while the grout material 13 in the container 14 is stirred by the stirrer 16 to drive the grout pump 15 in the container 14 inside. The grout material 13 is injected from the grout hose 17 into the gap S between the tubular body 1A and the inner wall of the duct 10 to fill the gap S. In this case, since the outer diameter of the tubular body 1 (plastic pipe 2) is set to be 20 mm or more smaller than the inner diameter of the pipeline 10 as described above, the grout material is provided between the tubular body 1 (1A) and the pipeline 10. The gap S into which 13 should be injected is surely formed.

【0032】ここで、グラウト材13としては、流動性
が高くて無収縮性のセメントミルク又樹脂モルタルが使
用され、その注入圧力は0.01MPa〜0.15MP
aに管理される。
Here, as the grout material 13, cement milk or resin mortar having high fluidity and no shrinkage is used, and the injection pressure thereof is 0.01 MPa to 0.15 MP.
managed by a.

【0033】ところで、グラウト材13を隙間Sに注入
すると、管状体1Aが浮力によって浮き上がるため、こ
れを防ぐために管状体1Aの両端を密封して内部に水を
溜めたり、グラウト材13の注入を数回に分けて行う。
By the way, when the grout material 13 is injected into the gap S, the tubular body 1A floats up due to buoyancy. Therefore, in order to prevent this, both ends of the tubular body 1A are sealed to store water therein, or the grout material 13 is injected. Divide into several times.

【0034】而して、管状体1Aと管路10の内壁との
間の隙間Sに充填されたグラウト材13が硬化すると、
図8及び図9に示すように、管状体1Aと管路10の内
壁とはグラウト材13と管状結合部材3によって強固に
結合され、老朽化した管路10は管状体1Aによってそ
の内壁がライニングされて更生される。
When the grout material 13 filled in the gap S between the tubular body 1A and the inner wall of the conduit 10 is hardened,
As shown in FIGS. 8 and 9, the tubular body 1A and the inner wall of the conduit 10 are firmly coupled by the grout material 13 and the tubular coupling member 3, and the aged pipe 10 has its inner wall lined by the tubular body 1A. It is done and is rehabilitated.

【0035】以上のように、本発明に係る管ライニング
工法によれば、管路10よりも短くて小径の管状体1を
互いに連結しながらこれらを管路10内で移動させる作
業を繰り返すことによって管路10内に1本の連続した
管状体1Aを形成した後、該管状体1Aと管路10との
間にグラウト材13を注入してこれを硬化させることに
よって管路10のライニングが施工されるため、大口径
で長大な管路10に対しても、該管路10を供用しなが
ら作業性良く短時間でライニングを施してこれを更生す
ることができる。
As described above, according to the pipe lining method according to the present invention, by repeating the operation of moving the tubular bodies 1 shorter than the pipeline 10 and having a small diameter, in the pipeline 10 while connecting them to each other. After forming one continuous tubular body 1A in the pipeline 10, the grouting material 13 is injected between the tubular body 1A and the pipeline 10 and the grouting material 13 is cured to lining the pipeline 10. As a result, even for a large-diameter and long conduit 10, it is possible to rehabilitate it by applying lining in a short time with good workability while using the conduit 10.

【0036】そして、管状体1Aと管路10の間に介在
する管状結合部材3によって管状体1Aと管路10が強
固に結合されるため、管状体1Aの耐圧強度が高められ
る。
Since the tubular body 1A and the pipeline 10 are firmly coupled by the tubular coupling member 3 interposed between the tubular body 1A and the pipeline 10, the pressure resistance of the tubular body 1A is increased.

【0037】尚、以上は老朽化した管路の更生方法につ
いて説明したが、本発明は新設されたコンクリート製又
は金属製の管路の防食処理に対しても同様に適用可能で
ある。
Although the method of rehabilitating an aged pipe has been described above, the present invention can be similarly applied to the anticorrosion treatment of a newly constructed pipe made of concrete or metal.

【0038】[0038]

【発明の効果】以上の説明で明らかなように、本発明に
よれば、管路よりも短くて小径の管状体を互いに連結し
ながらこれらを管路内で移動させる作業を繰り返すこと
によって管路内に1本の連続した管状体を形成した後、
該管状体と管路との間にグラウト材を注入してこれを硬
化させることによって管路のライニングを施工するよう
にしたため、大口径で長大な管路に対しても、該管路を
供用しながら作業性良く短時間でライニングを施してこ
れを更生又は防食処理することができるという効果が得
られる。
As is apparent from the above description, according to the present invention, by repeating the operation of moving tubular bodies having a diameter smaller than that of the pipeline and having a small diameter to each other in the pipeline, the pipeline is repeated. After forming one continuous tubular body inside,
Since the lining of the pipeline is constructed by injecting grout material between the tubular body and the pipeline and curing the grout material, the pipeline can be used even for a pipeline having a large diameter and a long length. On the other hand, it is possible to obtain an effect that the lining can be applied in a short time with good workability and can be rehabilitated or anticorrosion treated.

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

【図1】本発明に係る管状体の側断面図である。FIG. 1 is a side sectional view of a tubular body according to the present invention.

【図2】本発明に係る管状体の部分拡大断面図である。FIG. 2 is a partially enlarged sectional view of a tubular body according to the present invention.

【図3】本発明に係る管状体の製造方法を示す断面図で
ある。
FIG. 3 is a cross-sectional view showing a method for manufacturing a tubular body according to the present invention.

【図4】本発明に係る管状体の製造方法を示す断面図で
ある。
FIG. 4 is a cross-sectional view showing a method for manufacturing a tubular body according to the present invention.

【図5】本発明に係る管ライニング工法(管状体の導入
及び連結工程)を示す断面図である。
FIG. 5 is a cross-sectional view showing a pipe lining method (a tubular body introducing and connecting step) according to the present invention.

【図6】図5のA部拡大断面図である。FIG. 6 is an enlarged cross-sectional view of a portion A of FIG.

【図7】本発明に係る管ライニング工法(グラウト材注
入工程)を示す断面図である。
FIG. 7 is a cross-sectional view showing a pipe lining method (grouting material injection step) according to the present invention.

【図8】本発明に係る管ライニング工法(グラウト材硬
化工程)を示す断面図である。
FIG. 8 is a cross-sectional view showing a pipe lining method (grouting material curing step) according to the present invention.

【図9】図8のB−B線断面図である。9 is a sectional view taken along line BB of FIG.

【符号の説明】[Explanation of symbols]

1 管状体 1A 1本の連続した管状体 2 プラスチックパイプ 2’ 管状樹脂吸着材 3 管状結合部材 4 プラスチックフィルム 5,6 結合材 7 型枠 8 連結部材 9 牽引ロープ 10 管路 13 グラウト材 15 グラウトポンプ 17 グラウトホース S 隙間 1 tubular body 1A One continuous tubular body 2 plastic pipes 2'Tubular resin adsorbent 3 Tubular connecting members 4 plastic film 5,6 binder 7 Formwork 8 connecting members 9 tow rope 10 pipelines 13 grout 15 grout pump 17 Grout Horse S gap

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) // B29L 9:00 B29L 9:00 23:00 23:00 (72)発明者 横島 康弘 茨城県結城郡石下町大字篠山175−3有限 会社 横島内 Fターム(参考) 4F100 AK01A AK01B BA02 DA11A DA11B DG12B DG15B EC03 EC09 EC18 EJ21 GB07 JL02 JL11 4F211 AD12 AD16 AD19 AD20 AG03 AG08 AH43 SA13 SC03 SD04 SD11 SD23 SJ01 SJ13 SJ15 SJ29 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) // B29L 9:00 B29L 9:00 23:00 23:00 (72) Inventor Yasuhiro Yokoshima Yuki-gun, Ibaraki Prefecture Ishishita Town Osamu 175-3 Yokoshimanai F-term Co., Ltd. (reference) 4F100 AK01A AK01B BA02 DA11A DA11B DG12B DG15B EC03 EC09 EC18 EJ21 GB07 JL02 JL11 4F211 AD12 AD16 AD19 AD20 AG03 AG08 AH43 SA13 SC03 SD15 SJ SD13 S23 SJJ13

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 管路全長よりも長さが短く、管路内径よ
りも小さな外径を有するプラスチックパイプの外周面
を、柔軟なプラスチックフィルム、織布又は不織布の内
外周面に結合材を溶着、接着又はニードルパンチング結
合して成る管状結合部材で覆って構成されることを特徴
とする管状体。
1. A binder is welded to the inner and outer peripheral surfaces of a flexible plastic film, a woven fabric or a non-woven fabric, the outer peripheral surface of a plastic pipe having a length shorter than the entire length of the conduit and an outer diameter smaller than the inner diameter of the conduit. A tubular body characterized by being covered with a tubular coupling member formed by adhesive bonding or needle punching coupling.
【請求項2】 前記プラスチックフィルム、織布又は不
織布の外面に溶着、接着又はニードルパンチング結合さ
れる結合材を不織布又はマジックテープ(登録商標)で
構成し、プラスチックフィルム、織布又は不織布の内面
に溶着、接着又はニードルパンチング結合される結合材
を不織布で構成したことを特徴とする請求項1記載の管
状体。
2. The non-woven fabric or Velcro (registered trademark) is used as a binder that is welded, adhered or needle punched to the outer surface of the plastic film, woven fabric or non-woven fabric, and the inner surface of the plastic film, woven fabric or non-woven fabric is formed. The tubular body according to claim 1, wherein the binding material that is welded, bonded, or needle punched is made of a non-woven fabric.
【請求項3】 前記プラスチックパイプの外径を管路の
内径よりも20mm以上小さく設定したことを特徴とす
る請求項1記載の管状体。
3. The tubular body according to claim 1, wherein the outer diameter of the plastic pipe is set to be 20 mm or more smaller than the inner diameter of the conduit.
【請求項4】 硬化性樹脂を含浸して成る管状樹脂吸着
材をその外周面を覆う管状結合部材と共に円筒状の型枠
内に挿入し、該管状樹脂吸着材と管状結合部材を流体圧
によって管状に押し広げてこれらを前記型枠内に押圧し
た状態で、管状樹脂吸着材に含浸された硬化性樹脂を硬
化させてプラスチックパイプとした後、該プラスチック
パイプと管状結合部材を型枠から取り出して管状体を得
ることを特徴とする管状体の製造方法。
4. A tubular resin adsorbent, which is impregnated with a curable resin, is inserted into a cylindrical mold together with a tubular joint member covering the outer peripheral surface thereof, and the tubular resin adsorbent and the tubular joint member are subjected to fluid pressure. In the state where they are spread out in a tubular shape and pressed into the mold, the curable resin impregnated in the tubular resin adsorbent is cured into a plastic pipe, and then the plastic pipe and the tubular connecting member are taken out from the mold. A method for producing a tubular body, comprising the step of obtaining a tubular body.
【請求項5】 前記型枠の内径を管路の内径よりも20
mm以上小さく設定したことを特徴とする請求項4記載
の管状体の製造方法。
5. The inner diameter of the mold is 20 times larger than the inner diameter of the pipeline.
5. The method for manufacturing a tubular body according to claim 4, wherein the tubular body is set smaller than mm.
【請求項6】 管路全長よりも長さが短く、管路内径よ
りも小さな外径を有するプラスチックパイプの外周面
を、柔軟なプラスチックフィルム、織布又は不織布の内
外周面に結合材を溶着、接着又はニードルパンチング結
合して成る管状結合部材で覆って構成される管状体を用
いて施工される管ライニング工法であって、 複数の前記管状体を管路内に順次導入し、該管状体を互
いに連結しながらこれらを管路内で移動させて管路内に
1本の連続した管状体を形成した後、該管状体と管路と
の間にグラウト材を注入してこれを硬化させることを特
徴とする管ライニング工法。
6. A bonding material is welded to the inner and outer peripheral surfaces of a flexible plastic film, a woven fabric or a non-woven fabric, the outer peripheral surface of a plastic pipe having a length shorter than the entire length of the conduit and an outer diameter smaller than the inner diameter of the conduit. A pipe lining method constructed by using a tubular body formed by covering with a tubular joining member formed by adhesive bonding or needle punching joining, wherein a plurality of the tubular bodies are sequentially introduced into a duct, While connecting these to each other, they are moved in the pipeline to form one continuous tubular body in the pipeline, and then a grout material is injected between the tubular body and the pipeline to cure the same. The pipe lining method characterized by that.
【請求項7】 前記プラスチックパイプの外径を管路の
内径よりも20mm以上小さく設定したことを特徴とす
る請求項6記載の管ライニング工法。
7. The pipe lining method according to claim 6, wherein the outer diameter of the plastic pipe is set smaller than the inner diameter of the pipe passage by 20 mm or more.
JP2001205893A 2001-07-06 2001-07-06 Tubular body, manufacturing method therefor and pipe lining method Pending JP2003021263A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001205893A JP2003021263A (en) 2001-07-06 2001-07-06 Tubular body, manufacturing method therefor and pipe lining method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001205893A JP2003021263A (en) 2001-07-06 2001-07-06 Tubular body, manufacturing method therefor and pipe lining method

Publications (2)

Publication Number Publication Date
JP2003021263A true JP2003021263A (en) 2003-01-24
JP2003021263A5 JP2003021263A5 (en) 2005-10-20

Family

ID=19042120

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2003021263A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007162791A (en) * 2005-12-13 2007-06-28 Kaoru Abe Construction method for reclaiming drainage pipe in building
KR100838923B1 (en) * 2004-03-15 2008-06-16 유정식 Sewage pipe unexcavated lining composite pipe repair
JP2011140221A (en) * 2009-12-08 2011-07-21 Yoshika Kk Lining material and repairing construction method of pipe line
JP2012087827A (en) * 2010-10-15 2012-05-10 Toa Grout Kogyo Co Ltd Underground pipe and method for forming of damping fiber layer thereof
JP2014025530A (en) * 2012-07-26 2014-02-06 Okasan Livic Co Ltd Pipe regeneration method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100838923B1 (en) * 2004-03-15 2008-06-16 유정식 Sewage pipe unexcavated lining composite pipe repair
JP2007162791A (en) * 2005-12-13 2007-06-28 Kaoru Abe Construction method for reclaiming drainage pipe in building
JP2011140221A (en) * 2009-12-08 2011-07-21 Yoshika Kk Lining material and repairing construction method of pipe line
JP2012087827A (en) * 2010-10-15 2012-05-10 Toa Grout Kogyo Co Ltd Underground pipe and method for forming of damping fiber layer thereof
JP2014025530A (en) * 2012-07-26 2014-02-06 Okasan Livic Co Ltd Pipe regeneration method

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