JPH08258151A - Pipe lining material and pipeline reparing method - Google Patents

Pipe lining material and pipeline reparing method

Info

Publication number
JPH08258151A
JPH08258151A JP6294995A JP6294995A JPH08258151A JP H08258151 A JPH08258151 A JP H08258151A JP 6294995 A JP6294995 A JP 6294995A JP 6294995 A JP6294995 A JP 6294995A JP H08258151 A JPH08258151 A JP H08258151A
Authority
JP
Japan
Prior art keywords
lining material
pipe lining
pipe
peripheral surface
pipeline
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
JP6294995A
Other languages
Japanese (ja)
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.)
YOKOSHIMA KK
Shonan Plastic Manufacturing Co Ltd
Original Assignee
YOKOSHIMA KK
Shonan Plastic Manufacturing Co Ltd
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 YOKOSHIMA KK, Shonan Plastic Manufacturing Co Ltd filed Critical YOKOSHIMA KK
Priority to JP6294995A priority Critical patent/JPH08258151A/en
Publication of JPH08258151A publication Critical patent/JPH08258151A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To provide a pipe lining material capable of achieving the cost reduction and the enhancement of handling properties by reducing the thickness thereof even with respect to a large caliber pipeline and not extremely narrowing the cross-sectional area of the pipeline after lining. CONSTITUTION: A second pipe lining material 7 obtained by winding a plurality of strip like reinforcing members 6 around the outer peripheral surface of a tubular resin absorbing material 5 in a peripheral direction thereof in a ring form so as to provide a proper interval in the longitudinal direction thereof is incorporated in a first pipe lining material 4 obtained by applying a plastic film 3 high in airtightness to the outer peripheral surface of a tubular resin absorbing material 2 to constitute a pipe lining material 1. Since the pipe lining material 1 is reinforced by the reinforcing member 6, the thickness of the pipe lining material 1 necessary for ensuring necessary strength can be reduced and, especially, in the pipe lining material 1 for the large caliber pipeline, cost reduction and the enhancement of handling properties can be achieved by reducing the thickness of the pipe lining material and the cross-sectional area of a pipeline after lining is not extremely narrowed by the pipe lining material 1.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、補強部材によって補強
された管ライニング材とこれを用いて施工される管路補
修工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe lining material reinforced by a reinforcing member and a pipe repairing method constructed using the pipe lining material.

【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、該管路を地中から掘出することなく、その
内周面にライニングを施して当該管路を補修する管路補
修工法が知られている。
2. Description of the Related Art When a pipeline such as a sewer pipe buried in the ground is deteriorated, the pipeline is repaired by lining the inner surface of the pipeline without excavating the pipeline from the ground. The pipe repair method is known.

【0003】即ち、上記管路補修工法は、その外周面が
気密性の高いフィルムで被覆された可撓性の管状樹脂吸
収材に硬化性樹脂を含浸せしめて成る管ライニング材を
流体圧によって管路内に反転させながら挿入するととも
に、管路の内周面に該管ライニング材を押圧し、その状
態を保ったまま管ライニング材を加温等してこれに含浸
された硬化性樹脂を硬化させることによって、管路の内
周面にライニングを施す工法である。
That is, in the above-mentioned pipe repairing method, a pipe lining material made by impregnating a curable resin into a flexible tubular resin absorbent material whose outer peripheral surface is covered with a highly airtight film is piped by fluid pressure. Insert the pipe lining while inverting it, press the pipe lining material against the inner peripheral surface of the pipe, and heat the pipe lining material while maintaining that state to cure the curable resin impregnated in the pipe lining material. This is a construction method in which the inner peripheral surface of the pipeline is lined by doing so.

【0004】[0004]

【発明が解決しようとする課題】ところで、斯かる管路
補修工法に使用される前記管ライニング材の必要厚さは
管路の口径に比例して厚くなるが、特に大口径の管路の
ライニングに供される管ライニング材の厚さは非常に厚
くなり、そのコストが高くなるばかりか、取り扱い性が
悪くなり、又、ライニング後の管路の断面積が管ライニ
ング材によって縮小してしまう。
By the way, the required thickness of the pipe lining material used in such a pipe repairing method increases in proportion to the diameter of the pipe, but especially the lining of a pipe having a large diameter. The thickness of the pipe lining material used for the above is very thick, the cost thereof is high, the handleability is poor, and the cross-sectional area of the pipeline after lining is reduced by the pipe lining material.

【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、特に大口径の管路用であって
も、厚さを薄くしてコスト低減と取り扱い性の向上を図
ることができるとともに、ライニング後の管路の断面積
を極端に狭めることのない管ライニング材を提供するこ
とにある。
The present invention has been made in view of the above problems, and a purpose thereof is to reduce the cost and improve the handleability by reducing the thickness even for a pipe having a large diameter. It is possible to provide a pipe lining material that does not extremely narrow the cross-sectional area of the pipe line after lining.

【0006】又、本発明は、大口径用の管ライニング材
であっても、これを大口径の管路内に容易に導入して管
路の補修に供することができる管路補修工法を提供する
ことにある。
Further, the present invention provides a pipe repairing method capable of easily introducing a pipe lining material for a large diameter into a pipe having a large diameter to repair the pipe. To do.

【0007】[0007]

【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、管状樹脂吸収材の少なくと
も外周面に複数の帯状補強部材を長さ方向に適当な間隔
で周方向にリング状に巻いてこれらを接着して管ライニ
ング材を構成したことを特徴とする。
In order to achieve the above object, the invention according to claim 1 is to provide a plurality of belt-shaped reinforcing members on at least the outer peripheral surface of a tubular resin absorbent material in the circumferential direction at appropriate intervals in the longitudinal direction. It is characterized in that it is wound in a ring shape and these are adhered to form a pipe lining material.

【0008】請求項2記載の発明は、管状樹脂吸収材の
外周面に気密性の高いフィルムをコーティングして成る
第1の管ライニング材の中に、管状樹脂吸収材の少なく
とも外周面に複数の帯状補強部材を長さ方向に適当な間
隔で周方向にリング状に巻いてこれらを接着して成る第
2の管ライニング材を組み込んで管ライニング材を構成
したことを特徴とする。
According to a second aspect of the present invention, in the first pipe lining material formed by coating the outer peripheral surface of the tubular resin absorbent material with a film having high airtightness, a plurality of tubular resin absorbent materials are provided on at least the outer peripheral surface thereof. The pipe lining material is characterized by incorporating a second pipe lining material obtained by winding the strip-shaped reinforcing member in a ring shape in the circumferential direction at appropriate intervals in the circumferential direction and adhering these.

【0009】請求項3記載の発明は、請求項1又は2記
載の発明において、前記補強部材を、ガラスクロスを帯
状に成形して構成したことを特徴とする。
A third aspect of the invention is characterized in that, in the first or second aspect of the invention, the reinforcing member is formed by molding a glass cloth into a strip shape.

【0010】請求項4記載の発明は、請求項2記載の発
明において、前記第2の管ライニング材を、その幅方向
両端部を折り畳んだ状態で前記第1の管ライニング材の
中に組み込むことを特徴とする。
According to a fourth aspect of the present invention, in the second aspect of the present invention, the second pipe lining material is incorporated into the first pipe lining material with both widthwise ends thereof folded. Is characterized by.

【0011】請求項5記載の発明は、管状樹脂吸収材の
少なくとも外周面に複数の帯状補強部材を長さ方向に適
当な間隔で周方向にリング状に巻いてこれらを接着又は
溶着して成る管ライニング材を用いて施工される管路補
修工法において、管状のスタートライナーを流体圧によ
って管路内に反転挿入することによって該スタートライ
ナーの末端部に取り付けられた前記管ライニング材を管
路内に引き込んだ後、該管ライニング材の中に管状のオ
ープンライナーを流体圧によって反転挿入して管ライニ
ング材を管路の内周壁に押圧し、その状態を保ったま
ま、管ライニング材に含浸された硬化性樹脂を硬化させ
ることを特徴とする。
According to a fifth aspect of the present invention, a plurality of belt-shaped reinforcing members are wound in a ring shape in the circumferential direction at appropriate intervals on at least the outer peripheral surface of the tubular resin absorbent material, and these are adhered or welded. In a pipeline repair method constructed using a pipe lining material, the pipe lining material attached to the end portion of the start liner by inserting the tubular start liner into the pipeline by fluid pressure inside the pipeline. After that, the tubular open liner is reversed and inserted by fluid pressure into the pipe lining material to press the pipe lining material against the inner peripheral wall of the pipe line, and the pipe lining material is impregnated while keeping this state. It is characterized by hardening the curable resin.

【0012】[0012]

【作用】請求項1又は2記載の発明によれば、管ライニ
ング材の強度は補強部材によって補強されるため、必要
強度を確保するために必要な管ライニング材の厚さは薄
くて済み、特に大口径の管路用の管ライニング材であっ
ても、その厚さを薄くしてコスト低減と取り扱い性の向
上を図ることができるとともに、ライニング後の管路の
断面積が管ライニング材によって極端に狭めることがな
くなる。
According to the invention described in claim 1 or 2, since the strength of the pipe lining material is reinforced by the reinforcing member, the thickness of the pipe lining material required to secure the required strength can be thin, Even for pipe lining materials for large-diameter pipelines, the thickness can be reduced to reduce costs and improve handling, and the cross-sectional area of the pipeline after lining is extremely high depending on the pipe lining material. No more narrowing.

【0013】請求項3記載の発明によれば、管状樹脂吸
収材よりも引張強度の高いガラスクロスで補強部材を構
成することによって、管ライニング材の強度を補強して
その厚さを薄くすることができる。
According to the third aspect of the present invention, the reinforcing member is made of glass cloth having a higher tensile strength than the tubular resin absorbent material, so that the strength of the pipe lining material is reinforced and the thickness thereof is reduced. You can

【0014】請求項4記載の発明によれば、第1の管ラ
イニング材の中に組み込まれた第2の管ライニング材
(反転後は外側に位置する管ライニング材)はその幅方
向両端部が折り畳まれるため、管ライニング材を管路内
で反転させたときの第2の管ライニング材の各折り畳み
部の開き代が小さくなり、各折り畳み部はスムーズに開
き、従って、硬化後の管ライニング材の内周面にシワが
発生することがなく、該管ライニング材の内周面の状態
は平滑に保たれる。
According to the fourth aspect of the present invention, the second pipe lining material (the pipe lining material positioned outside after the reversal) incorporated in the first pipe lining material has its widthwise both ends. Since it is folded, the opening allowance of each folding part of the second pipe lining material when the pipe lining material is inverted in the pipe line is reduced, and each folding part opens smoothly, and therefore the cured pipe lining material No wrinkles are formed on the inner peripheral surface of the pipe, and the state of the inner peripheral surface of the pipe lining material is kept smooth.

【0015】請求項5記載の発明によれば、管ライニン
グ材は管路内に反転されることなくそのまま引き込まれ
るため、大口径用の管ライニング材であっても、これを
大口径の管路内に容易に導入して管路の補修に供するこ
とができる。
According to the fifth aspect of the present invention, the pipe lining material is drawn into the pipe as it is without being inverted, and therefore even if the pipe lining material for a large diameter is used, the pipe lining material with a large diameter is used. It can be easily introduced into the pipe for repairing the pipeline.

【0016】[0016]

【実施例】以下に本発明の一実施例を添付図面に基づい
て説明する。
An embodiment of the present invention will be described below with reference to the accompanying drawings.

【0017】図1は本発明に係る管ライニング材1の一
部を破断した斜視図であり、該管ライニング材1は、管
状樹脂吸収材2の外周面に気密性の高いプラスチックフ
ィルム3をコーティングして成る第1の管ライニング材
4の中に、管状樹脂吸収材5の外周面に複数の帯状補強
部材6を長さ方向に適当な間隔で周方向にリング状に巻
いてこれらを接着して成る第2の管ライニング材7をそ
の幅方向両端部を折り畳んだ状態で組み込んで構成され
ており、各管状樹脂吸収材2,5には未硬化の液状硬化
性樹脂が含浸される。
FIG. 1 is a perspective view in which a part of a pipe lining material 1 according to the present invention is cut away. The pipe lining material 1 has a tubular resin absorbent material 2 coated with a highly airtight plastic film 3. A plurality of strip-shaped reinforcing members 6 are wound around the outer peripheral surface of the tubular resin absorbent material 5 in a ring shape in the circumferential direction at appropriate intervals in the first tube lining material 4 formed by The second pipe lining material 7 is formed by folding both ends in the width direction, and the tubular resin absorbent materials 2 and 5 are impregnated with an uncured liquid curable resin.

【0018】ここで、上記第2の管ライニング材7の製
造方法を図2乃至図6に基づいて説明する。尚、図2乃
至図4は第2の管ライニング材7の製造方法をその工程
順に示す斜視図、図5は図3のA部拡大詳細図、図6は
補強部材6の斜視図である。
A method of manufacturing the second pipe lining material 7 will be described with reference to FIGS. 2 to 6. 2 to 4 are perspective views showing a method of manufacturing the second pipe lining material 7 in the order of steps, FIG. 5 is an enlarged detail view of an A portion of FIG. 3, and FIG. 6 is a perspective view of the reinforcing member 6.

【0019】第2の管ライニング材7の製造において
は、図2に示すようにシート状の樹脂吸収材5の上面に
複数の帯状補強部材6を長さ方向に適当な間隔で平行に
接着又は溶着する。
In the production of the second pipe lining material 7, as shown in FIG. 2, a plurality of strip-shaped reinforcing members 6 are adhered to the upper surface of the sheet-shaped resin absorbent material 5 in parallel at appropriate intervals in the longitudinal direction. Weld.

【0020】上記帯状補強部材5は、図6に示すよう
に、1枚のシート状ガラスクロス6aを折り畳んでその
中に他の1枚のガラスクロス6bを組み込み、これらの
幅方向一端を糸8で縫い合わせることによって3層構造
に構成されている。そして、図1に示すように、各補強
部材6の長さは樹脂吸収材5の幅寸法よりも長く、これ
を樹脂吸収材5に溶着した状態では、該補強部材6の一
端6aは樹脂吸収材5よりも外側方に所定長さだけ突出
している。
As shown in FIG. 6, the strip-shaped reinforcing member 5 is obtained by folding one sheet-shaped glass cloth 6a and incorporating another one of the glass cloth 6b therein, and one end in the width direction thereof is thread 8 It has a three-layer structure by stitching with. Further, as shown in FIG. 1, the length of each reinforcing member 6 is longer than the width dimension of the resin absorbent material 5, and when the reinforcing member 6 is welded to the resin absorbent material 5, one end 6a of the reinforcing member 6 absorbs the resin. The material 5 projects outward from the material 5 by a predetermined length.

【0021】尚、樹脂吸収材5はポリエステル、ナイロ
ン、アクリル、ポリプロピレン等の不織布で構成されて
おり、補強部材6を構成するガラスクロスは樹脂吸収材
5よりも高い引張強度を有している。
The resin absorbent 5 is made of a non-woven fabric such as polyester, nylon, acryl or polypropylene, and the glass cloth constituting the reinforcing member 6 has a higher tensile strength than the resin absorbent 5.

【0022】上述のようにシート状の樹脂吸収材5の上
面に複数の補強部材6を溶着すると、図3に示すよう
に、樹脂吸収材5がその上面が外周面となるように折り
返されて管状に丸められ、その幅方向端部同士が上下に
重ね合わされ、図5に詳細に示すように、各補強部材6
の延長部6aが樹脂吸収材5の幅方向端面を覆うように
下方に折り曲げられてその端部が樹脂吸収材5の下面に
位置する補強部材6に重ね合わされて溶着される。
When a plurality of reinforcing members 6 are welded to the upper surface of the sheet-shaped resin absorbent material 5 as described above, the resin absorbent material 5 is folded back so that the upper surface becomes the outer peripheral surface, as shown in FIG. The reinforcing members 6 are rolled into a tubular shape and the widthwise ends thereof are vertically overlapped with each other, as shown in detail in FIG.
The extended portion 6a is bent downward so as to cover the end face in the width direction of the resin absorbent material 5, and the end portion is overlapped and welded to the reinforcing member 6 located on the lower surface of the resin absorbent material 5.

【0023】そして、図4に示すように、最後に樹脂吸
収材5の幅方向端部の重ね合わせ部を糸9で縫い合わせ
ることによって、第2の管ライニング材7が得られ、前
述のように、この第2の管ライニング材7がその幅方向
両端部を折り畳まれた状態で第1の管ライニング材4の
中に組み込まれて図1に示す管ライニング材1が得られ
る。尚、後述のように管ライニング材1が管路内で反転
された場合には第2の管ライニング材7は外側に位置す
るため、この第2の管ライニング材7の径は第1の管ラ
イニング材4の径よりも大きく、従って、該第2の管ラ
イニング材7を折り畳んだ状態で第1の管ライニング材
4の中に組み込む必要がある。
Then, as shown in FIG. 4, finally, the overlapping portion of the widthwise ends of the resin absorbent material 5 is sewn together with the thread 9 to obtain the second pipe lining material 7, and as described above. The second pipe lining material 7 is incorporated into the first pipe lining material 4 in a state where both widthwise ends thereof are folded, and the pipe lining material 1 shown in FIG. 1 is obtained. When the pipe lining material 1 is inverted in the pipe line as described later, the second pipe lining material 7 is located outside, so the diameter of the second pipe lining material 7 is the first pipe. It is larger than the diameter of the lining material 4, and therefore it is necessary to assemble the second pipe lining material 7 in the first pipe lining material 4 in a folded state.

【0024】次に、第1の管ライニング材4の製造方法
を図7乃至図15に基づいて説明する。尚、図7乃至図
15は第1の管ライニング4の製造方法をその工程順に
示す説明図であり、図14は図13のB部拡大詳細図で
ある。
Next, a method of manufacturing the first pipe lining material 4 will be described with reference to FIGS. 7 to 15. 7 to 15 are explanatory views showing the method of manufacturing the first pipe lining 4 in the order of steps thereof, and FIG. 14 is an enlarged detailed view of a portion B in FIG.

【0025】第1の管ライニング材4の製造において
は、図7に示すシート状の樹脂吸収材2が用いられる
が、この該樹脂吸収材2としては第2の管ライニング材
7の樹脂吸収材5と同材質のものが用いられ、その表面
(図7では下面)には気密性の高い前記プラスチックフ
ィルム3がコーティングされている。尚、プラスチック
フィルム3としては、ポリウレタン、ポリ塩化ビニル、
ビニリデン、ポリエチレン、EVA、ナイロン等のフィ
ルム又はそれぞれのフィルムを多層構造に接着して成る
多層フィルムが用いられる。
In the production of the first pipe lining material 4, the sheet-shaped resin absorbent material 2 shown in FIG. 7 is used. As the resin absorbent material 2, the resin absorbent material of the second pipe lining material 7 is used. The same material as 5 is used, and its surface (lower surface in FIG. 7) is coated with the highly airtight plastic film 3. As the plastic film 3, polyurethane, polyvinyl chloride,
A film of vinylidene, polyethylene, EVA, nylon or the like, or a multilayer film obtained by adhering each film in a multilayer structure is used.

【0026】而して、上記シート状の樹脂吸収材2は、
その幅方向両端部が図7に示す矢印方向(内側方向)に
折り曲げられて図8に示すように丸められ、その端部同
士が突き合わされて管状に成形される。
Thus, the sheet-shaped resin absorbent material 2 is
Both end portions in the width direction are bent in the arrow direction (inward direction) shown in FIG. 7 and rounded as shown in FIG. 8, and the end portions are abutted to each other to form a tubular shape.

【0027】次に、図9に示すように、管状に丸められ
た上記樹脂吸収材2の突き合わせ部(接合部)の裏面に
2枚の帯状補強材10,11の各片の一部(外端部)を
熱溶着によって接着した後、図10に示すように両補強
材10,11の端部(自由端)同士を突き合わせて両者
を熱溶着する。
Next, as shown in FIG. 9, a part of each piece of the two strip-shaped reinforcing members 10 and 11 (outer side) is formed on the back surface of the abutting portion (joint portion) of the resin absorbent material 2 rolled into a tubular shape. After the end portions) are adhered by heat welding, the end portions (free ends) of both the reinforcing members 10 and 11 are butted against each other as shown in FIG.

【0028】その後、図11に示すように、樹脂吸収材
10,11の突き合わせ部を上方へ開き、その開いた部
分から別の帯状補強材12を組み込んで、図12に示す
ように、該補強材12を樹脂吸収材2と補強材10,1
1との間に介設し、該補強材12の上面を樹脂吸収材2
に、下面を補強材10,11にそれぞれ熱溶着する。
尚、補強材10〜12は樹脂吸収材2と同様の不織布で
構成されている。
After that, as shown in FIG. 11, the abutting portions of the resin absorbent materials 10 and 11 are opened upward, and another strip-shaped reinforcing material 12 is incorporated from the opened portion, and as shown in FIG. The material 12 is used as the resin absorbent 2 and the reinforcing materials 10 and 1
1 and the upper surface of the reinforcing material 12 is a resin absorbent material 2
First, the lower surfaces are heat-welded to the reinforcing members 10 and 11, respectively.
The reinforcing materials 10 to 12 are made of the same nonwoven fabric as the resin absorbent material 2.

【0029】次に、図13に示すように、樹脂吸収材2
の突き合わせ部(接合部)の表面(つまり、プラスチッ
クチューブ3)に帯状のテープ13を接着し、このテー
プ13の上に幅広の別のテープ14を被せてその幅方向
両端部をプラスチックフィルム3に接着する。尚、テー
プ13,14はプラスチックフィルム3と同材質のフィ
ルムで構成されるが、テープ13は図14に詳細に示す
ように上下2段の2層構造に構成され、下の層13aは
テープ14と同材質のフィルムで構成され、上の層13
bは下の層13aとは異なる種類のフィルム又は織布で
構成され、両テープ13,14は互いに接着しない剥離
状態に保たれている。
Next, as shown in FIG. 13, the resin absorbent 2
The strip-shaped tape 13 is adhered to the surface (that is, the plastic tube 3) of the abutting portion (joint portion) of, and another wide tape 14 is covered on the tape 13, and both ends in the width direction are attached to the plastic film 3. To glue. The tapes 13 and 14 are made of the same material as the plastic film 3, but the tape 13 is made up of a two-layer structure of two steps, upper and lower, as shown in detail in FIG. Is composed of a film of the same material as the upper layer 13
b is made of a film or woven fabric of a different type from the lower layer 13a, and both tapes 13 and 14 are kept in a peeled state in which they do not adhere to each other.

【0030】而して、以上の工程を経て図15に示す第
1の管ライニング材4が得られるが、該第1の管ライニ
ング材4の中に第2の管ライニング材7を組み込むこと
によって図1に示す管ライニング材1が構成される。
Thus, the first pipe lining material 4 shown in FIG. 15 is obtained through the above steps. By incorporating the second pipe lining material 7 in the first pipe lining material 4. The pipe lining material 1 shown in FIG. 1 is constituted.

【0031】以上のように構成される管ライニング材1
は、樹脂吸収材2,5に未硬化の熱硬化性樹脂、光硬化
性樹脂等の硬化性樹脂が含浸された状態で管路の補修に
供されるが、ここで、この管ライニング材1を用いた管
路の補修工法を図16乃至図18に基づいて概説する。
尚、図16及び図17は管路補修工法を示す断面図、図
18は図17のC部拡大詳細図である。
Pipe lining material 1 constructed as described above
Is used for repairing the pipe line in a state where the resin absorbents 2 and 5 are impregnated with an uncured thermosetting resin, a photocurable resin, or the like. Here, the pipe lining material 1 is used. A method for repairing a pipeline using the above will be outlined with reference to FIGS. 16 to 18.
16 and 17 are cross-sectional views showing the pipeline repairing method, and FIG. 18 is an enlarged detailed view of the C portion of FIG.

【0032】図において、20は地中に埋設された下水
管等の大径の管路であって、該管路20内には地上から
管ライニング材1が流体圧によって反転しながら図16
の矢印方向に挿入されていく。
In the figure, reference numeral 20 designates a large-diameter pipe line such as a sewer pipe buried in the ground. Inside the pipe line 20, the pipe lining material 1 is reversed from the ground by a fluid pressure, and FIG.
Is inserted in the direction of the arrow.

【0033】そして、上記管ライニング材1の管路20
内への反転挿入が終了すると、管ライニング材1に所定
の内圧が保持され、該管ライニング材1は図17に示す
ように管路20の内壁に押圧される。このとき、管ライ
ニング材1の外側には第2の管ライニング材7が位置
し、その内側に第1の管ライニング材4が位置し、反転
前は管状樹脂吸収材5の外周面に溶着されていた補強部
材6は、図18に示すように、第2の管ライニング材7
の内周面側に位置し、管状樹脂吸収材2,5の間に挟ま
れた状態で両者の間に介在する。
The pipe line 20 of the pipe lining material 1 is then provided.
When the reversal insertion into the inside is completed, a predetermined internal pressure is maintained in the pipe lining material 1, and the pipe lining material 1 is pressed against the inner wall of the pipe passage 20 as shown in FIG. At this time, the second pipe lining material 7 is located outside the pipe lining material 1, the first pipe lining material 4 is located inside the pipe lining material 1, and is welded to the outer peripheral surface of the tubular resin absorbent material 5 before inversion. The reinforcing member 6 has a second pipe lining material 7 as shown in FIG.
Is located on the inner peripheral surface side and is interposed between the tubular resin absorbents 2 and 5 in a state of being sandwiched between them.

【0034】而して、図17に示すように管ライニング
材1を管路20の内壁に押圧した状態を保ったまま、管
状樹脂吸収材2,5に含浸された硬化性樹脂を硬化させ
れば、管路20の内周面は、硬化した管ライニング材1
によってライニングされて補修される。
Then, as shown in FIG. 17, the curable resin impregnated in the tubular resin absorbents 2 and 5 is cured while the pipe lining material 1 is kept pressed against the inner wall of the conduit 20. For example, the inner peripheral surface of the pipe 20 has a hardened pipe lining material 1
It is lined and repaired by.

【0035】以上において、本実施例に係る管ライニン
グ材1の強度は補強部材6によって補強されるため、必
要強度を確保するために必要な管ライニング材1の厚さ
は薄くて済み、本実施例のように管路20の口径が大き
い場合であっても、管ライニング材1の厚さを薄くして
コスト低減と取り扱い性の向上を図ることができるとと
もに、ライニング後の管路20の断面積が管ライニング
材1によって極端に狭められることがなくなる。
In the above, since the strength of the pipe lining material 1 according to the present embodiment is reinforced by the reinforcing member 6, the thickness of the pipe lining material 1 required to secure the required strength can be small. Even if the pipe 20 has a large diameter as in the example, the thickness of the pipe lining material 1 can be reduced to reduce the cost and improve the handleability, and the pipe 20 can be cut after the lining. The area is not extremely narrowed by the pipe lining material 1.

【0036】又、本実施例に係る管ライニング材1にお
いては、第1の管ライニング材4の中に組み込まれた第
2の管ライニング材(反転後は外側に位置する管ライニ
ング材)7はその幅方向両端部が折り畳まれるため、管
ライニング材1を管路20内で反転させたときの第2の
ライニング材7の各折り畳み部の開き代が小さくなり、
各折り畳み部はスムーズに開き、従って、硬化後の管ラ
イニング材1の内周面にシワが発生することがなく、該
管ライニング材1の内周面の状態は平滑に保たれる。
Further, in the pipe lining material 1 according to the present embodiment, the second pipe lining material (the pipe lining material positioned outside after the reversal) 7 incorporated in the first pipe lining material 4 is Since both ends in the width direction are folded, the opening allowance of each folded portion of the second lining material 7 when the pipe lining material 1 is inverted in the pipe path 20 is reduced,
Each of the folded portions opens smoothly, and therefore wrinkles do not occur on the inner peripheral surface of the cured pipe lining material 1, and the condition of the inner peripheral surface of the pipe lining material 1 is kept smooth.

【0037】次に、管ライニング材1を用いて施工され
る管路補修工法の別実施例を図19及び図20に基づい
て説明する。尚、図19及び図20は別実施例に係る管
路補修工法をその工程順に示す断面図である。
Next, another embodiment of the pipe line repairing method using the pipe lining material 1 will be described with reference to FIGS. 19 and 20. 19 and 20 are cross-sectional views showing a pipe repairing method according to another embodiment in the order of steps.

【0038】本実施例においては、図19に示すよう
に、管状のスタートライナー15を注水ホース16から
注入される水の圧力によって管路20内に反転挿入する
ことによって、該スタートライナー15の末端部に取り
付けられた管ライニング材1を管路20内に引き込む。
尚、スタートライナー15は管状に成形された織布又は
不織布の外周面を気密性の高いプラスチックフィルムで
被覆して構成される。
In the present embodiment, as shown in FIG. 19, the tubular start liner 15 is inverted and inserted into the conduit 20 by the pressure of the water injected from the water injection hose 16, so that the end of the start liner 15 is terminated. The pipe lining material 1 attached to the section is drawn into the pipe line 20.
The start liner 15 is formed by covering the outer peripheral surface of a tubular woven or non-woven fabric with a highly airtight plastic film.

【0039】上述のように管ライニング材1が管路20
内に引き込まれると、図20に示すように、管ライニン
グ材1の中に管状のオープンライナー17を流体圧によ
って反転挿入して管ライニング材1を管路20の内周壁
に押圧し、その状態を保ったまま、管ライニング材20
に含浸された硬化性樹脂を硬化させる。すると、管路2
0の内周面は、硬化した管ライニング材1によってライ
ニングされて補修されるが、特に本実施例においては、
管ライニング材1は管路20内に反転されることなくそ
のまま引き込まれるため、該管ライニング材1が大口径
用のものであっても、これを大口径の管路20内に容易
に導入して管路20の補修に供することができる。
As described above, the pipe lining material 1 is used as the pipe line 20.
When pulled in, as shown in FIG. 20, the tubular open liner 17 is reversely inserted into the pipe lining material 1 by fluid pressure to press the pipe lining material 1 against the inner peripheral wall of the pipe line 20, Pipe lining material 20
The curable resin impregnated in is cured. Then, pipeline 2
The inner peripheral surface of 0 is lined and repaired by the hardened pipe lining material 1. In the present embodiment, in particular,
Since the pipe lining material 1 is drawn into the conduit 20 as it is without being inverted, even if the pipe lining material 1 is for a large diameter, it can be easily introduced into the large diameter conduit 20. The pipe 20 can be repaired.

【0040】尚、以上の実施例においては、管ライニン
グ材1を第1の管ライニング材4と第2の管ライニング
材7とで2層構造に構成したが、第2の管ライニング材
7単体で構成しても良い。但し、この場合には、第2の
管ライニング材7の樹脂吸収材5の外周面を気密性の高
いフィルムで被覆しておく必要がある。
In the above embodiment, the pipe lining material 1 is composed of the first pipe lining material 4 and the second pipe lining material 7 in a two-layer structure. However, the second pipe lining material 7 alone is used. You may comprise. However, in this case, it is necessary to cover the outer peripheral surface of the resin absorbent material 5 of the second pipe lining material 7 with a film having high airtightness.

【0041】又、以上の実施例では、補強部材6を樹脂
吸収材5の外周面に接着したが、内周面或は内外周面の
双方に接着しても良い。
Although the reinforcing member 6 is adhered to the outer peripheral surface of the resin absorbent 5 in the above embodiments, it may be adhered to both the inner peripheral surface and the inner peripheral surface.

【0042】[0042]

【発明の効果】以上の説明で明らかなように、請求項1
又は2記載の発明によれば、管ライニング材の強度は補
強部材によって補強されるため、必要強度を確保するた
めに必要な管ライニング材の厚さは薄くて済み、特に大
口径の管路用の管ライニング材であっても、その厚さを
薄くしてコスト低減と取り扱い性の向上を図ることがで
きるとともに、ライニング後の管路の断面積が管ライニ
ング材によって極端に狭めることがなくなるという効果
が得られる。
As is apparent from the above description, claim 1
According to the invention described in 2 or 3, since the strength of the pipe lining material is reinforced by the reinforcing member, the thickness of the pipe lining material required to secure the required strength can be small, especially for large-diameter pipe lines. Even with the pipe lining material, the thickness of the pipe lining material can be reduced to improve cost and handleability, and the cross-sectional area of the pipe line after lining will not be extremely narrowed by the pipe lining material. The effect is obtained.

【0043】請求項3記載の発明によれば、管状樹脂吸
収材よりも引張強度の高いガラスクロスで補強部材を構
成することによって、管ライニング材の強度を補強して
その厚さを薄くすることができるという効果が得られ
る。
According to the third aspect of the present invention, the reinforcing member is made of glass cloth having a higher tensile strength than the tubular resin absorbent material to reinforce the strength of the pipe lining material and reduce its thickness. The effect of being able to do is obtained.

【0044】請求項4記載の発明によれば、第1の管ラ
イニング材の中に組み込まれた第2の管ライニング材
(反転後は外側に位置する管ライニング材)はその幅方
向両端部が折り畳まれるため、管ライニング材を管路内
で反転させたときの第2の管ライニング材の各折り畳み
部の開き代が小さくなり、各折り畳み部はスムーズに開
き、従って、硬化後の管ライニング材の内周面にシワが
発生することがなく、該管ライニング材の内周面の状態
は平滑に保たれるという効果が得られる。
According to the fourth aspect of the present invention, the second pipe lining material (the pipe lining material located outside after reversing) incorporated in the first pipe lining material has its widthwise both ends. Since it is folded, the opening allowance of each folding part of the second pipe lining material when the pipe lining material is inverted in the pipe line is reduced, and each folding part opens smoothly, and therefore the cured pipe lining material There is no wrinkle on the inner peripheral surface of the tube, and the effect of keeping the inner peripheral surface of the pipe lining material smooth is obtained.

【0045】請求項5記載の発明によれば、管ライニン
グ材は管路内に反転されることなくそのまま引き込まれ
るため、大口径用の管ライニング材であっても、これを
大口径の管路内に容易に導入して管路の補修に供するこ
とができるという効果が得られる。
According to the invention of claim 5, since the pipe lining material is drawn into the pipe as it is without being reversed, even if the pipe lining material for a large diameter is used, the pipe lining material having a large diameter is used. The effect is that it can be easily introduced into the pipe and used for repairing the pipeline.

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

【図1】本発明に係る管ライニング材の一部を破断して
示す斜視図である。
FIG. 1 is a perspective view showing a pipe lining material according to the present invention with a part thereof cut away.

【図2】第2の管ライニング材の製造方法を示す斜視図
である。
FIG. 2 is a perspective view showing a method of manufacturing a second pipe lining material.

【図3】第2の管ライニング材の製造方法を示す斜視図
である。
FIG. 3 is a perspective view showing a method for manufacturing a second pipe lining material.

【図4】第2の管ライニング材の製造方法を示す斜視図
である。
FIG. 4 is a perspective view showing a method of manufacturing a second pipe lining material.

【図5】図3のA部拡大詳細図である。5 is an enlarged detailed view of a portion A of FIG.

【図6】補強部材の斜視図である。FIG. 6 is a perspective view of a reinforcing member.

【図7】第1の管ライニングの製造方法を示す樹脂吸収
材の斜視図である。
FIG. 7 is a perspective view of a resin absorbent material showing a method for manufacturing a first pipe lining.

【図8】第1の管ライニングの製造方法を示す管状樹脂
吸収材の斜視図である。
FIG. 8 is a perspective view of a tubular resin absorbent material showing a method for manufacturing a first pipe lining.

【図9】第1の管ライニングの製造方法を示す接合部の
断面図である。
FIG. 9 is a cross-sectional view of a joint showing the method for manufacturing the first pipe lining.

【図10】第1の管ライニングの製造方法を示す接合部
の断面図である。
FIG. 10 is a cross-sectional view of a joint showing the method for manufacturing the first pipe lining.

【図11】第1の管ライニングの製造方法を示す接合部
の断面図である。
FIG. 11 is a cross-sectional view of the joint part showing the method for manufacturing the first pipe lining.

【図12】第1の管ライニングの製造方法を示す接合部
の断面図である。
FIG. 12 is a cross-sectional view of a joint showing the method for manufacturing the first pipe lining.

【図13】第1の管ライニングの製造方法を示す接合部
の断面図である。
FIG. 13 is a cross-sectional view of a joint showing the method for manufacturing the first pipe lining.

【図14】図13のB部拡大詳細図である。FIG. 14 is an enlarged detailed view of a B part in FIG.

【図15】第2の管ライニング材の斜視図である。FIG. 15 is a perspective view of a second pipe lining material.

【図16】管路補修工法を示す断面図である。FIG. 16 is a cross-sectional view showing a pipe repairing method.

【図17】管路補修工法を示す断面図である。FIG. 17 is a cross-sectional view showing a pipeline repairing method.

【図18】図17のC部拡大詳細図である。FIG. 18 is an enlarged detail view of a C portion of FIG.

【図19】別実施例に係る管路補修工法を示す断面図で
ある。
FIG. 19 is a sectional view showing a pipeline repairing method according to another embodiment.

【図20】別実施例に係る管路補修工法を示す断面図で
ある。
FIG. 20 is a sectional view showing a pipeline repairing method according to another embodiment.

【符号の説明】[Explanation of symbols]

1 管ライニング材 2,5 管状樹脂吸収材 3 プラスチックフィルム 4 第1の管ライニング材 6 帯状補強部材 7 第2の管ライニング材 15 スタートライナー 17 オープンライナー 20 管路 1 Pipe Lining Material 2, 5 Tubular Resin Absorbing Material 3 Plastic Film 4 First Pipe Lining Material 6 Strip Reinforcement Member 7 Second Pipe Lining Material 15 Start Liner 17 Open Liner 20 Pipe Line

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 管状樹脂吸収材の少なくとも外周面に複
数の帯状補強部材を長さ方向に適当な間隔で周方向にリ
ング状に巻いてこれらを接着又は溶着して成ることを特
徴とする管ライニング材。
1. A pipe characterized in that a plurality of strip-shaped reinforcing members are wound in a ring shape in the circumferential direction at appropriate intervals in the length direction on at least the outer peripheral surface of a tubular resin absorbent, and these are bonded or welded. Lining material.
【請求項2】 管状樹脂吸収材の外周面に気密性の高い
フィルムをコーティングして成る第1の管ライニング材
の中に、管状樹脂吸収材の少なくとも外周面に複数の帯
状補強部材を長さ方向に適当な間隔で周方向にリング状
に巻いてこれらを接着して成る第2の管ライニング材を
組み込んで構成されることを特徴とする管ライニング
材。
2. A plurality of strip-shaped reinforcing members are provided on at least the outer peripheral surface of the tubular resin absorbent material in the first pipe lining material formed by coating the outer peripheral surface of the tubular resin absorbent material with a highly airtight film. A pipe lining material comprising a second pipe lining material, which is formed by winding a ring in a circumferential direction at appropriate intervals in the direction and adhering them together.
【請求項3】 前記補強部材は、ガラスクロスを帯状に
成形して構成されることを特徴とする請求項1又は2記
載の管ライニング材。
3. The pipe lining material according to claim 1, wherein the reinforcing member is formed by molding glass cloth into a strip shape.
【請求項4】 前記第2の管ライニング材は、その幅方
向両端部を折り畳んだ状態で前記第1の管ライニング材
の中に組み込まれることを特徴とする請求項2記載の管
ライニング材。
4. The pipe lining material according to claim 2, wherein the second pipe lining material is incorporated in the first pipe lining material in a state where both widthwise ends thereof are folded.
【請求項5】 管状樹脂吸収材の少なくとも外周面に複
数の帯状補強部材を長さ方向に適当な間隔で周方向にリ
ング状に巻いてこれらを接着又は溶着して成る管ライニ
ング材を用いて施工される管路補修工法において、管状
のスタートライナーを流体圧によって管路内に反転挿入
することによって該スタートライナーの末端部に取り付
けられた前記管ライニング材を管路内に引き込んだ後、
該管ライニング材の中に管状のオープンライナーを流体
圧によって反転挿入して管ライニング材を管路の内周壁
に押圧し、その状態を保ったまま、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を特徴とする管路
補修工法。
5. A pipe lining material obtained by winding a plurality of strip-shaped reinforcing members in a ring shape in the circumferential direction at appropriate intervals in at least the outer peripheral surface of a tubular resin absorbent material and adhering or welding these. In the pipe repair method to be constructed, after pulling the pipe lining material attached to the end of the start liner into the pipe by inserting the tubular start liner into the pipe by fluid pressure,
A tubular open liner is reversed and inserted into the pipe lining material by fluid pressure to press the pipe lining material against the inner peripheral wall of the pipe line, and while maintaining this state, the curable resin impregnated in the pipe lining material is A pipe repair method characterized by hardening.
JP6294995A 1995-03-22 1995-03-22 Pipe lining material and pipeline reparing method Pending JPH08258151A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6294995A JPH08258151A (en) 1995-03-22 1995-03-22 Pipe lining material and pipeline reparing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6294995A JPH08258151A (en) 1995-03-22 1995-03-22 Pipe lining material and pipeline reparing method

Publications (1)

Publication Number Publication Date
JPH08258151A true JPH08258151A (en) 1996-10-08

Family

ID=13215080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6294995A Pending JPH08258151A (en) 1995-03-22 1995-03-22 Pipe lining material and pipeline reparing method

Country Status (1)

Country Link
JP (1) JPH08258151A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010079415A (en) * 2001-07-13 2001-08-22 김윤수 Pipeline Repair Equipment and Construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01242232A (en) * 1988-03-25 1989-09-27 Toubu Kuriinaa Service:Kk Construction method for repairing pipeline

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01242232A (en) * 1988-03-25 1989-09-27 Toubu Kuriinaa Service:Kk Construction method for repairing pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010079415A (en) * 2001-07-13 2001-08-22 김윤수 Pipeline Repair Equipment and Construction

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