JPH01188325A - Repairing technique of branch pipe - Google Patents

Repairing technique of branch pipe

Info

Publication number
JPH01188325A
JPH01188325A JP1265288A JP1265288A JPH01188325A JP H01188325 A JPH01188325 A JP H01188325A JP 1265288 A JP1265288 A JP 1265288A JP 1265288 A JP1265288 A JP 1265288A JP H01188325 A JPH01188325 A JP H01188325A
Authority
JP
Japan
Prior art keywords
branch pipe
tube
tubular lining
lining material
pipe
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
JP1265288A
Other languages
Japanese (ja)
Inventor
Yasuhiro Wakagi
若木 康弘
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.)
TOUBU KURIINAA SERVICE KK
Original Assignee
TOUBU KURIINAA SERVICE KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TOUBU KURIINAA SERVICE KK filed Critical TOUBU KURIINAA SERVICE KK
Priority to JP1265288A priority Critical patent/JPH01188325A/en
Publication of JPH01188325A publication Critical patent/JPH01188325A/en
Pending legal-status Critical Current

Links

Landscapes

  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

PURPOSE:To contrive an improvement of operating efficiency by avoiding an inversion and insertion operations of a tube, by a method wherein a reviving material of a branch pipe is inserted into the branch pipe, a protective hose is pulled out, a tubular lining material is pressed against the inner circumferential surface of the branch pipe and curing resin infiltrated into the tubular lining material is cured. CONSTITUTION:A reviving material 1 of a branch pipe is constituted of by incorporating a filmy tube 3, tubular lining material 4, tube 5 and circulation hose 6 into a protective hose 2 integrally and a guide cone 7 is joined together with the tip part. The reviving material 1 of the branch pipe is passed through into a main pipe 12 from a manhole 11, a rope 9 led out through the tip part is wound up round a winch 14 and the reviving material 1 of the branch pipe is inserted into the branch pipe 15. Winding up is suspended at a point of time when a stopper part 4a of the tubular lining material 4 abuts against the fringe of an opening part 15a and the protective hose 2 is pulled out upward. Water is cast within the tube 5 and the tubular lining material 4 and filmy tube 3 are pressed against inner circumferential surface of the branch pipe 15. Warm water generated by a boiler 18 is fed within the tube 5, thermosetting resin infiltrated into the tubular lining material 4 is warmed and cured and necessary lining is applied to the inner circumferential surface of the timeworn branch pipe 15.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、老朽化した枝管の内周面にライニングを施す
枝管補修工法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a branch pipe repair method for lining the inner peripheral surface of an aged branch pipe.

(従来の技術) 地中に埋設された下水道管、電気・・ガス管、その他の
工業用管路が老朽化した場合、これらの管路な掘出す′
ることなくその内周面にライニングを施して当該老朽管
を補修、補強等する管路補修工法が既に提案され、実用
に供されている(例えば、特開昭60−242038号
公報参照)、即ち、この管路補修工法は、その表面をフ
ィルムコーティングした可撓性の樹脂吸収材に硬化性樹
脂な含浸せしめて成る管状ライニング材を流体圧によっ
て老朽管内に反転させながら挿入するとともに、これを
老朽管内周面に押圧し、その後、管状ライニング材を加
温等してこれに含浸された硬化性樹脂を硬化させ、以て
当該老朽管の内周に剛性内張り管を形成してライニング
を施す工法である。
(Prior art) When sewer pipes, electric/gas pipes, and other industrial pipes buried underground become obsolete, it is necessary to dig them out.
A pipe repair method has already been proposed and put into practical use, in which the inner circumferential surface of the pipe is lined to repair and reinforce the old pipe without any damage (see, for example, Japanese Patent Application Laid-Open No. 60-242038). That is, in this pipe repair method, a tubular lining material made of a flexible resin absorbing material whose surface is coated with a film and impregnated with a hardening resin is inserted into an old pipe while being inverted using fluid pressure. It is pressed against the inner circumferential surface of the aged pipe, and then the tubular lining material is heated, etc. to harden the curable resin impregnated with it, thereby forming a rigid lining pipe on the inner circumference of the aged pipe and lining it. It is a construction method.

ところで1本管から分岐する枝管に対して上記方法を適
用すると、剛性内張管が枝管開口部から本管内へ突出し
、この剛性内張管の突出部分を切除する作業か必要とな
り、その作業が面倒であるばかりか、ライニング作業の
能率が低下するという問題が生ずる。
By the way, if the above method is applied to a branch pipe branching from a main pipe, the rigid lined pipe will protrude into the main pipe from the branch pipe opening, and it will be necessary to cut out the protruding part of this rigid lined pipe. The problem arises that not only is the work troublesome, but the efficiency of the lining work is reduced.

そこで、本出願人は上記問題を解決し得る枝管補修工法
を提案した(特願昭62−88953号明細書参照)、
即ち、この工法は、その端部にストッパ部を有する管状
ライニング材を保護ホース内に挿入して成る枝管蘇生材
を枝管の下端開口部から引き上げて枝管内に挿入し、こ
の状態を維持したまま前記保護ホースを管状ライニング
材から抜き取り、その後、管状ライニング材内にチュー
ブを流体圧によって反転挿入するとともに、管状ライニ
ング材を枝管内周面に押圧し、この状態のまま管状ライ
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
って枝管内周面に剛性内張管を形成して所要のライニン
グを施す方法である。
Therefore, the present applicant has proposed a branch pipe repair method that can solve the above problem (see specification of Japanese Patent Application No. 88953/1983).
That is, in this construction method, a branch pipe resuscitation material made by inserting a tubular lining material with a stopper at the end into a protective hose is pulled up from the lower end opening of the branch pipe, inserted into the branch pipe, and maintained in this state. The protective hose is pulled out from the tubular lining material while the protective hose is still in place, and then the tube is reversely inserted into the tubular lining material using fluid pressure, and the tubular lining material is pressed against the inner peripheral surface of the branch pipe, and the tubular lining material is impregnated in this state. In this method, a rigid lining pipe is formed on the inner circumferential surface of the branch pipe by curing the curable resin, and the required lining is applied.

而して、この工法によれば、剛性内張管が枝管の下端開
口部から本管内に突出せず、従来要していた剛性内張管
の突出部分の切除作業が不要となって作業能率の向上が
図られる。
According to this construction method, the rigid lined pipe does not protrude into the main pipe from the lower end opening of the branch pipe, and the work of cutting out the protruding part of the rigid lined pipe, which was required in the past, is no longer necessary. Efficiency will be improved.

(発明が解決しようとする問題点) しかしながら、上記工法においては、管状ライニング材
を枝管内に挿入した後に該管状ライニング材内にチュー
ブを流体圧によって反転、挿入するようにしているため
、このチューブの反転、挿入に要する時間と手間が無駄
となり、作業能率の改善の余地を残していた。
(Problem to be Solved by the Invention) However, in the above construction method, after the tubular lining material is inserted into the branch pipe, the tube is reversed and inserted into the tubular lining material using fluid pressure. The time and effort required for reversing and inserting was wasted, leaving room for improvement in work efficiency.

本発明は上記事情に鑑みてなされたもので、その目的と
する処は、チューブの反転、挿入作業を廃して作業能率
向上を図ることができる枝管補修工法を提供するにある
The present invention has been made in view of the above circumstances, and its object is to provide a branch pipe repair method that can improve work efficiency by eliminating the work of reversing and inserting tubes.

(問題点を解決するための手段) 上記目的を達成すべく本発明は、硬化性樹脂を含浸し、
且つ一端にストッパ部を有して成る管状ライニング材に
、一端を閉塞したチューブを内装して成るものを一体と
して撓曲自在な保護ホース内に挿入して構成される枝管
蘇生材を本管に通し、該枝管蘇生材の先部から導出する
ロープを巻き上げて当該枝管蘇生材を枝管の下端開口部
から引き上げて枝管内に挿入し、この状態を維持したま
ま保護ホースを抜き取り、その後、前記チューブ内に水
を注入して水圧によって前記管状ライニング材を枝管内
周面に押圧し、この状態を維持しつつ管状ライニング材
に含浸された前記硬化性樹脂を硬化させ、最後にチュー
ブ及び水を抜き取ることによって枝管を補修するように
したものである。
(Means for solving the problems) In order to achieve the above object, the present invention impregnates a curable resin,
In addition, the main branch pipe resuscitation material is constructed by inserting a tubular lining material with a stopper portion at one end and a tube with one end closed inside the flexible protective hose. , wind up the rope led out from the tip of the branch pipe resuscitation material, pull up the branch pipe resuscitation material from the lower end opening of the branch pipe and insert it into the branch pipe, and while maintaining this state, pull out the protective hose, Thereafter, water is injected into the tube to press the tubular lining material against the inner peripheral surface of the branch pipe by water pressure, and while maintaining this state, the curable resin impregnated into the tubular lining material is cured, and finally the tube is finished. and the branch pipes are repaired by draining the water.

(作用) 而して、チューブは予め管状ライニング材に内装されて
いるため、枝管蘇生材を枝管内に挿入して保護ホースを
引き抜いた後に直ちに注水ホースからチューブ内に水を
注入することができ、従来の工法において要していたチ
ューブの管状ライニング材内への反転、挿入作業が不要
となり、その分だけ作業能率を高めて工期を短縮するこ
とができる。
(Function) Since the tube is previously installed inside the tubular lining material, water can be immediately injected into the tube from the water injection hose after inserting the branch pipe resuscitation material into the branch pipe and pulling out the protective hose. This eliminates the need to invert and insert the tube into the tubular lining material, which was required in conventional construction methods, thereby increasing work efficiency and shortening the construction period.

(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
(Example) An example of the present invention will be described below based on the accompanying drawings.

第1図は本発明工法に使用される枝管蘇生材lの斜視図
、第2図は同枝管蘇生材lの断面図であり、当該枝管蘇
生材lは、PVCを螺旋状に巻いて管状に成形して成る
保護ホース2内に、第2図に示すようにフィルム状チュ
ーブ3、管状ライニング材4.チューブ5及び循環ホー
ス6を一体に組み込んで構成され、保護ホース2の先部
には先細状のガイドコーン7が結着されている。
Fig. 1 is a perspective view of the branch pipe resuscitation material l used in the construction method of the present invention, and Fig. 2 is a cross-sectional view of the same branch pipe resuscitation material l, which is made by spirally wrapping PVC. As shown in FIG. 2, a film-like tube 3, a tubular lining material 4. It is constructed by integrating a tube 5 and a circulation hose 6, and a tapered guide cone 7 is tied to the tip of the protection hose 2.

ところで、上記フィルム状チューブ3はPvC、ナイロ
ン、ポリウレタン、ポリエステルエラストマー等を素材
とするものであって、これの内部には前記管状ライニン
グ材4が組み込まれておリ、該管状ライニング材4はそ
の内周面にPvC,ナイロン、ポリウレタン、ポリエス
テルエラストマー等のフィルムをコーティングして成る
可撓性のフェルトに熱硬化性樹脂を含浸せしめて構成さ
れ、その端部には鍔状のストッパ部4aが形成されてい
る。会して、このストッパ部4aの端面にはリング状の
膨張パツキン8が接着されている。尚、この管状ライニ
ング材4のフェルトへの熱硬化性樹脂の含浸は、真空ポ
ンプによってフェルト内を真空引きしながら行なわれる
。又、該管状ライニング材4のストッパ部4aは、この
部分に含浸された熱硬化性樹脂を硬化させることによっ
て鍔状の形状を保持し、該ストッパ部4aに接着された
前記膨張パツキン8は水を含むと膨張してシール機能を
果たすものである。
By the way, the film tube 3 is made of PvC, nylon, polyurethane, polyester elastomer, etc., and the tubular lining material 4 is incorporated inside it. It is constructed by impregnating a thermosetting resin into a flexible felt whose inner peripheral surface is coated with a film of PvC, nylon, polyurethane, polyester elastomer, etc., and a flange-like stopper part 4a is formed at the end thereof. has been done. On the other hand, a ring-shaped expansion gasket 8 is adhered to the end face of this stopper portion 4a. The felt of the tubular lining material 4 is impregnated with the thermosetting resin while the inside of the felt is evacuated by a vacuum pump. Further, the stopper portion 4a of the tubular lining material 4 maintains a brim-like shape by curing the thermosetting resin impregnated into this portion, and the expansion packing 8 bonded to the stopper portion 4a is water-resistant. When it contains, it expands and performs a sealing function.

そして、管状ライニング材4内には、一端を閉塞した前
記チューブ5が組み込まれているが、該チューブはポリ
エステル又はナイロン繊維の内周面をナイロン、ポリウ
レタン等のフィルムでコーティングして構成され、これ
の内部には前記循環ホース(温水ホτス)6が組み込ま
れており、該循環ホース6の一端はチューブ5の端部(
閉塞端)に連結されている。
The tube 5 with one end closed is incorporated in the tubular lining material 4, and the tube is constructed by coating the inner peripheral surface of polyester or nylon fiber with a film of nylon, polyurethane, etc. The circulation hose (hot water hose) 6 is built into the inside of the tube 5, and one end of the circulation hose 6 is connected to the end of the tube 5 (
closed end).

而して、保護ホース2内に組み込まれた以上のフィルム
状チューブ3、管状ライニング材4、チューブ5及び循
環ホース6はその一端(第2r5!I中、右端)がロー
ブ9にて一体に縛られており、ローブ9は前記ガイドコ
ーン7の孔から保護ホース2外に長く導出している。尚
、第2図中、10・・・は紐である。
The film tube 3, tubular lining material 4, tube 5, and circulation hose 6 incorporated into the protective hose 2 are tied together at one end (the right end in 2nd r5!I) with the lobe 9. The lobe 9 is led out from the hole of the guide cone 7 to the outside of the protective hose 2. In addition, in FIG. 2, 10... is a string.

次に、以上のように構成される枝管蘇生材lを用いてな
される本発明工法を第3図乃至第7図に基づいて説明す
る。尚、第3図乃至第6図は本発明工法をその工程順に
示す断面図、第7図は第6図の■−■線断面図である。
Next, the construction method of the present invention using the branch pipe resuscitation material 1 constructed as described above will be explained based on FIGS. 3 to 7. 3 to 6 are cross-sectional views showing the construction method of the present invention in the order of its steps, and FIG. 7 is a cross-sectional view taken along the line ■-■ in FIG. 6.

本発明工法の施工に際しては、先ず第3r5!iに示す
ように枝管蘇生材lがマンホール11から本管12内に
通され、該枝管蘇生材lの先部から導出するロープ9は
地上に設置された架台13上のウィンチ14に巻き付け
られる。この状態において、ウィンチ14を回してロー
プ9を巻き取れば、枝管蘇生材lは枝管15の下端開口
部15aから該枝管15内に挿入される。尚、この作業
の状況は、本管12内に設置されたTV左カメラ6によ
って地上にて監視される。
When implementing the construction method of the present invention, first of all, 3r5! As shown in i, the branch pipe resuscitation material l is passed from the manhole 11 into the main pipe 12, and the rope 9 led out from the tip of the branch pipe resuscitation material l is wound around the winch 14 on the pedestal 13 installed on the ground. It will be done. In this state, when the winch 14 is turned to wind up the rope 9, the branch pipe resuscitation material 1 is inserted into the branch pipe 15 from the lower end opening 15a of the branch pipe 15. The status of this work is monitored on the ground by the TV left camera 6 installed inside the main pipe 12.

そして、枝管蘇生材lの上記引き上げを続行し、第4図
に示すように管状ライニング材4のストッパ部4aが枝
管15の下端開口部15a周縁に当接した時点でこの引
き上げを中止すれば、当該枝管蘇生材lは枝管15内に
挿入された状態で保持される。その後、この状態を維持
したまま第4図に示すように保護ホース2が上方へ抜き
取られる。
Then, the above-mentioned lifting of the branch pipe resuscitation material 1 is continued, and as shown in FIG. For example, the branch pipe resuscitation material 1 is maintained inserted into the branch pipe 15. Thereafter, while maintaining this state, the protective hose 2 is pulled out upward as shown in FIG. 4.

次に、第5図に示すように、注水ホース24からチュー
ブ5内に水を注入すれば、チューブ5は水圧を管状ライ
ニング材4及びこれの外側に配されたフィルム状チュー
ブ3に伝え、これら管状ライニング材4及びフィルム状
チューブ3を枝管15の内周面に押圧する。その後、こ
の状態を維持したまま第6図に示すように地上に設置さ
れたボイラー車17に搭載されたボイラー18にて発生
する温水を温水ポンプ19によって循環ホース6からチ
ューブ5内に供給し、且つチューブ5内の水を吐出ホー
ス20からボイラー18に戻す作業を繰り返すと、管状
ライニング材4に含浸された熱硬化性樹脂が温水によっ
て加温されて硬化し、第7図にも示すように老朽化した
枝管15の内周面に剛性内張管が形成されて該枝管15
に所要のライニングが施される。
Next, as shown in FIG. 5, when water is injected into the tube 5 from the water injection hose 24, the tube 5 transmits water pressure to the tubular lining material 4 and the film-like tube 3 disposed outside it. The tubular lining material 4 and the film tube 3 are pressed against the inner peripheral surface of the branch pipe 15. Thereafter, while maintaining this state, as shown in FIG. 6, hot water generated in a boiler 18 mounted on a boiler car 17 installed on the ground is supplied from the circulation hose 6 into the tube 5 by a hot water pump 19. Moreover, when the operation of returning the water in the tube 5 to the boiler 18 from the discharge hose 20 is repeated, the thermosetting resin impregnated in the tubular lining material 4 is heated and hardened by the hot water, as shown in FIG. A rigid lined pipe is formed on the inner peripheral surface of the aged branch pipe 15, and the branch pipe 15
The required lining is applied to the

そして、最後に、チューブ5内の温水を抜き、チューブ
5と循環ホース6を枝管15から上方へ引き抜けば、枝
管15に対するライニング作業が完了する。− 以上説明した枝管補修工法においては、チューブ5は予
め管状ライニング材4に内装され、該チューブ5内には
循環ホース6が予め引き込まれているため、枝管蘇生材
lを枝管15内に挿入して保護ホース2を引き抜いた後
に直ちに注水ホース24からチューブ5内に水を注入す
ることができ、従来の工法において要していたチューブ
5の管状ライニング材4内への反転、挿入作業が不要と
なり、その分だけ作業能率を高めて工期を短縮すること
ができるという効果が得られる。
Finally, the hot water in the tube 5 is drained, and the tube 5 and circulation hose 6 are pulled upward from the branch pipe 15, thereby completing the lining work for the branch pipe 15. - In the branch pipe repair method explained above, the tube 5 is installed in the tubular lining material 4 in advance, and the circulation hose 6 is drawn into the tube 5 in advance, so the branch pipe resuscitation material l is placed inside the branch pipe 15. water can be injected into the tube 5 from the water injection hose 24 immediately after the protective hose 2 is pulled out, which eliminates the work of reversing and inserting the tube 5 into the tubular lining material 4, which was required in conventional construction methods. This eliminates the need for this, which has the effect of increasing work efficiency and shortening the construction period.

ところで、以上説明した実施例においては、管状ライニ
ング材4のストッパ部4aに膨張パツキン8を接着した
ため、枝管15に対するライニング終了後に本管12に
対してライニングが施工されれば、第8図に示すように
枝管15の開口部15a周縁において、膨張パツキン8
が管状ライニング材4のストッパ部4aと本管12内周
面をライニングする剛性内張管21との間でサンドイッ
チ状に挟持される。そして、本管12内に設置したカッ
ター装M30によって剛性内張管21の枝管開口部15
aを閉塞する部分(図示a部分)か切除されれば、枝管
15の開口部15a周縁は第9図に示すように膨張パツ
キン8によってシールされるため、ここから地下水等が
漏れ出てくるようなことがない。
By the way, in the embodiment described above, since the expansion packing 8 is bonded to the stopper part 4a of the tubular lining material 4, if the lining is applied to the main pipe 12 after the lining of the branch pipe 15 is completed, the lining shown in FIG. As shown, an expansion gasket 8 is placed around the opening 15a of the branch pipe 15.
is sandwiched between the stopper portion 4a of the tubular lining material 4 and the rigid lining pipe 21 lining the inner peripheral surface of the main pipe 12. Then, the branch pipe opening 15 of the rigid lined pipe 21 is cut by the cutter device M30 installed in the main pipe 12.
If the part that blocks part a (portion a in the figure) is removed, the periphery of the opening 15a of the branch pipe 15 will be sealed by the inflatable gasket 8 as shown in FIG. 9, so groundwater etc. will leak out from here. There is no such thing.

尚、以上の実施例においては、管状ライニング材4に含
浸されるべき硬化性樹脂として特に熱硬化性樹脂を用い
たが、硬化性樹脂としては例えば光硬化性樹脂等、他の
任意のものを用いることができる。又、以上の実施例に
おいて第5図に示す注水ホース24から直接温水を注入
するようにすれば、第6図に示すボイラー車17等の加
熱設備か不要となる。
In the above embodiments, a thermosetting resin was particularly used as the curable resin to be impregnated into the tubular lining material 4, but any other curable resin such as a photocurable resin may be used as the curable resin. Can be used. Further, in the above embodiment, if hot water is directly injected from the water injection hose 24 shown in FIG. 5, heating equipment such as the boiler car 17 shown in FIG. 6 is not necessary.

(発明の効果) 以上の説明で明らかな如く本発明によれば、チューブは
予め管状ライニング材に内装されているため、枝管蘇生
材を枝管内に挿入して保護ホースを引き抜いた後に直ち
に注水ホースからチューブ内に水を注入することができ
、従来の工法において要していたチューブの管状ライニ
ング材内への反転、挿入作業が不要となり、その分だけ
作業能率を高めることができるという効果が得られる。
(Effects of the Invention) As is clear from the above explanation, according to the present invention, since the tube is previously installed inside the tubular lining material, water is immediately injected after inserting the branch pipe resuscitation material into the branch pipe and pulling out the protective hose. Water can be injected into the tube from the hose, eliminating the need for inverting and inserting the tube into the tubular lining material, which was required in conventional construction methods, and has the effect of increasing work efficiency accordingly. can get.

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

第1図は本発明工法に使用される枝管蘇生材の斜視図、
第2図は同枝管蘇生材の断面図、第3図乃至第6図は本
発明工法をその工程順に示す断面図、第7図は第6図の
■−■線断面図、第8図及び第9図は本管ライニング後
の枝管開口部付近の状態を示す断面図である。 l・・・枝管蘇生材、2・・・保護ホース、3・・・フ
ィルム状チューブ、4・・・管状ライニング材、4 a
−ストッパ部、5・・・チューブ、6・・・循環ホース
、8・・・膨張パツキン、9・・・ロープ、12−・・
本管、15−・・枝管。
Figure 1 is a perspective view of the branch pipe resuscitation material used in the construction method of the present invention;
Figure 2 is a sectional view of the branch pipe resuscitation material, Figures 3 to 6 are sectional views showing the method of the present invention in the order of its steps, Figure 7 is a sectional view taken along the line ■-■ in Figure 6, and Figure 8. and FIG. 9 is a sectional view showing the state of the vicinity of the branch pipe opening after main pipe lining. l... Branch pipe resuscitation material, 2... Protective hose, 3... Film tube, 4... Tubular lining material, 4 a
- Stopper part, 5...Tube, 6...Circulation hose, 8...Inflatable gasket, 9...Rope, 12-...
Main pipe, 15-...branch pipe.

Claims (3)

【特許請求の範囲】[Claims] (1)硬化性樹脂を含浸し、且つ一端にストッパ部を有
して成る管状ライニング材に、一端を閉塞したチューブ
を内装して成るものを一体として撓曲自在な保護ホース
内に挿入して構成される枝管蘇生材を本管に通し、該枝
管蘇生材の先部から導出するロープを巻き上げて当該枝
管蘇生材を枝管の下端開口部から引き上げて枝管内に挿
入し、この状態を維持したまま保護ホースを抜き取り、
その後、前記チューブ内に水を注入して水圧によって前
記管状ライニング材を枝管内周面に押圧し、この状態を
維持しつつ管状ライニング材に含浸された前記硬化性樹
脂を硬化させ、最後にチューブ及び水を抜き取るように
したことを特徴とする枝管補修工法。
(1) A tubular lining material impregnated with a curable resin and having a stopper portion at one end and a tube with one end closed is inserted as a whole into a flexible protective hose. The branch pipe resuscitation material to be constructed is passed through the main pipe, the rope led out from the tip of the branch pipe resuscitation material is wound up, the branch pipe resuscitation material is pulled up from the lower end opening of the branch pipe, and inserted into the branch pipe. Remove the protective hose while maintaining its condition,
Thereafter, water is injected into the tube to press the tubular lining material against the inner peripheral surface of the branch pipe by water pressure, and while maintaining this state, the curable resin impregnated into the tubular lining material is cured, and finally the tube is finished. and a branch pipe repair method characterized by draining water.
(2)前記管状ライニング材のストッパ部に膨張パッキ
ンを接着したことを特徴とする請求項1記載の枝管補修
工法。
(2) The branch pipe repair method according to claim 1, characterized in that an expansion packing is adhered to the stopper portion of the tubular lining material.
(3)前記保護ホースと管状ライニング材との間にフィ
ルム状チューブを介設するようにしたことを特徴とする
請求項1記載の枝管補修工法。
(3) The branch pipe repair method according to claim 1, characterized in that a film-like tube is interposed between the protective hose and the tubular lining material.
JP1265288A 1988-01-25 1988-01-25 Repairing technique of branch pipe Pending JPH01188325A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1265288A JPH01188325A (en) 1988-01-25 1988-01-25 Repairing technique of branch pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1265288A JPH01188325A (en) 1988-01-25 1988-01-25 Repairing technique of branch pipe

Publications (1)

Publication Number Publication Date
JPH01188325A true JPH01188325A (en) 1989-07-27

Family

ID=11811301

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1265288A Pending JPH01188325A (en) 1988-01-25 1988-01-25 Repairing technique of branch pipe

Country Status (1)

Country Link
JP (1) JPH01188325A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03130130A (en) * 1989-10-17 1991-06-03 Japan Steel & Tube Constr Co Ltd Lining material for branch pipe and working method thereof
JPH03292126A (en) * 1990-04-09 1991-12-24 Osaka Bosui Constr Co Ltd Rigid tube lining technique on inside of branched pipe part of buried main pipe
JPH07186259A (en) * 1991-04-12 1995-07-25 Japan Steel & Tube Constr Co Ltd Lining material for collecting sewer and application method for the same
JP2006312283A (en) * 2005-05-09 2006-11-16 Asahi Tec Corp Repairing material and pull-in repairing method using it
JP2007071349A (en) * 2005-09-09 2007-03-22 Asahi Tec Corp Lead-in repairing method for mounting pipe

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03130130A (en) * 1989-10-17 1991-06-03 Japan Steel & Tube Constr Co Ltd Lining material for branch pipe and working method thereof
JPH03292126A (en) * 1990-04-09 1991-12-24 Osaka Bosui Constr Co Ltd Rigid tube lining technique on inside of branched pipe part of buried main pipe
JPH07186259A (en) * 1991-04-12 1995-07-25 Japan Steel & Tube Constr Co Ltd Lining material for collecting sewer and application method for the same
JP2006312283A (en) * 2005-05-09 2006-11-16 Asahi Tec Corp Repairing material and pull-in repairing method using it
JP4666599B2 (en) * 2005-05-09 2011-04-06 旭テック環境ソリューション株式会社 Repair material and pull-in repair method using it
JP2007071349A (en) * 2005-09-09 2007-03-22 Asahi Tec Corp Lead-in repairing method for mounting pipe

Similar Documents

Publication Publication Date Title
US6085794A (en) Pipe lining method
US6056017A (en) Pipe lining method
US7311121B2 (en) Lateral pipe lining material and lateral pipe lining method
JP2927407B2 (en) Pipe lining method
JP2564087B2 (en) Resin injection method for pipe lining and pipe repair method
US6158473A (en) Branch pipe liner bag and pipe lining method
JP2837385B2 (en) Manhole lining material and manhole lining method
JP2763435B2 (en) Partial repair method for underground pipeline
US20130098535A1 (en) Method and apparatus for forming a coating on a lining of a conduit in situ
KR100379747B1 (en) Repairing Worn Drain-pipes by RTM Using Flexible Tube and Bagging Tube
JPH01188325A (en) Repairing technique of branch pipe
JP2011025456A (en) Pipe lining method and lining pipe
JPH01188326A (en) Preliner and repairing technique of pipe line
JPH01192524A (en) Partial repairing technique of branch pipe
RU2145029C1 (en) Method for pipeline facing
KR100347011B1 (en) Repairing method of retired drain pipes by resin transfer molding
JP2690716B2 (en) Equipment for pipe repair and pipe repair method
JPS63254025A (en) Lining of branch pipe for superannuated pipe
JP3216330B2 (en) Pipeline lining method, lining material and lined pipe
JP2932358B2 (en) Pipe lining method
JPH01110125A (en) Construction method for repairing pipeline
JP4560370B2 (en) Branch pipe lining material and branch pipe lining method
JPH06114938A (en) Method for repairing conduit
JP2702099B2 (en) Start liner with flange for branch pipe and pipe lining method
JPH01178435A (en) Engineering method for repairing pipe line