JPH08158465A - Rehabilitation method for existing pipe - Google Patents

Rehabilitation method for existing pipe

Info

Publication number
JPH08158465A
JPH08158465A JP30367094A JP30367094A JPH08158465A JP H08158465 A JPH08158465 A JP H08158465A JP 30367094 A JP30367094 A JP 30367094A JP 30367094 A JP30367094 A JP 30367094A JP H08158465 A JPH08158465 A JP H08158465A
Authority
JP
Japan
Prior art keywords
flexible hose
pipe
hose
existing
air
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.)
Granted
Application number
JP30367094A
Other languages
Japanese (ja)
Other versions
JP2925466B2 (en
Inventor
Sakae Sano
榮 佐野
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.)
TOA GURAUTO KOGYO KK
Toa Grout Kogyo Co Ltd
Iseki Poly Tech Inc
Original Assignee
TOA GURAUTO KOGYO KK
Toa Grout Kogyo Co Ltd
Iseki Poly Tech Inc
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 TOA GURAUTO KOGYO KK, Toa Grout Kogyo Co Ltd, Iseki Poly Tech Inc filed Critical TOA GURAUTO KOGYO KK
Priority to JP30367094A priority Critical patent/JP2925466B2/en
Publication of JPH08158465A publication Critical patent/JPH08158465A/en
Application granted granted Critical
Publication of JP2925466B2 publication Critical patent/JP2925466B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

(57)【要約】 【目的】 内周面が平滑で管渠内流下の摩擦抵抗の低減
が得られ、流下能力に優れかつ、高強度の確保が図れる
高品質な更生管渠が得られる既設管渠の更生工法を提供
する。 【構成】 既設管渠3内に圧搾空気を供給して光硬化性
樹脂等硬化性樹脂を含む可撓ホース8を管渠3の内周面
に押圧張設すると共に、紫外線照射装置10に設けた送
風装置10cにより可撓ホース8内の空気を撹拌して可
撓ホース8内に作用する熱的影響の均一化を図り、硬化
反応の進行度を均一にして紫外線照射装置10により可
撓ホース8を硬化させる。
(57) [Summary] [Purpose] An existing facility that has a smooth inner peripheral surface, reduces frictional resistance in the downflow of the pipe, has excellent downflow capability, and provides a high-quality rehabilitated pipe with high strength. Providing a rehabilitation method for pipes. [Structure] A flexible hose 8 containing curable resin such as photocurable resin is pressed and stretched on the inner peripheral surface of the pipe 3 by supplying compressed air into the existing pipe 3 and is provided on the ultraviolet irradiation device 10. The air blower 10c agitates the air in the flexible hose 8 so as to equalize the thermal influence acting on the flexible hose 8 and to make the progress of the curing reaction uniform so that the ultraviolet irradiation device 10 can bend the flexible hose. Harden 8.

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、既に設置された水道管
や下水管等既設の管渠を更生する既設管渠の更生工法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for rehabilitating existing pipes such as water pipes and sewer pipes already installed.

【0002】[0002]

【従来の技術】一般に、地中に埋設された水道管や下水
管等の管渠は、ヒューム管、陶管、鋳鉄管等が広く使用
されている。これら管渠は長期間の使用により内壁面が
硫化水素やその他の腐食ガス及び付着物等によって侵食
され、かつ劣化し、管厚が薄くなって強度が低下してく
る。また地圧や地盤沈下等により管渠間の継目部がずれ
て隙間ができたり、上載荷重等によって管渠の一部にク
ラックが発生し、この部分より地下水等が管渠内に浸入
し、或いは管渠内を流れる流水等が地中に漏水すること
がある。これら地下水等の管渠内への浸入や漏水に伴い
管渠周辺の土砂が流出して管渠背面に空洞部が生じて路
面陥没を誘発するおそれがある。
2. Description of the Related Art Generally, fume pipes, ceramic pipes, cast iron pipes and the like are widely used as conduits such as water pipes and sewer pipes buried in the ground. The inner wall surfaces of these pipes are corroded by hydrogen sulfide and other corrosive gases and deposits and deteriorated due to long-term use, and the pipe thickness becomes thin and the strength decreases. Also, due to ground pressure or ground subsidence, the seam between the pipes may be displaced and a gap may be created, or a crack may occur in a part of the pipe due to overloading, and groundwater etc. may enter the pipe from this part. Alternatively, water flowing in the pipe may leak into the ground. Due to the infiltration or leakage of such groundwater into the pipe, the sediment around the pipe may flow out to form a cavity on the back of the pipe and induce a road surface depression.

【0003】この対策として例えば下水管等の既設管渠
内に光硬化性樹脂、熱硬化性樹脂或いは熱可塑性樹脂を
含む未硬化状態の可撓ホースを圧搾空気によって反転さ
せながら導入したり、或いは引き込みで導入し管渠内壁
面に沿わせて押圧せしめ、その後可撓ホースを紫外線照
射装置で照射して可撓ホースを硬化せしめて管渠内壁面
に不透水膜を形成する既設管渠の更生工法が既に開発さ
れている。
As a countermeasure against this, for example, an uncured flexible hose containing a photocurable resin, a thermosetting resin or a thermoplastic resin is introduced into an existing pipe ditch such as a sewer pipe while being inverted by compressed air, or It is introduced by pulling in and pressed along the inner wall of the pipe, and then the flexible hose is irradiated with an ultraviolet irradiation device to cure the flexible hose and form a water impermeable film on the inner wall of the pipe. The construction method has already been developed.

【0004】この更生工法の概要を図10乃至12によ
って説明する。
An outline of this rehabilitation method will be described with reference to FIGS.

【0005】図中符号21、22はマンホールであり、
符号23はヒューム管、陶管、鋳鉄管等で形成された更
生を必要とする既設管渠である。
Reference numerals 21 and 22 in the figure are manholes,
Reference numeral 23 is an existing pipe ditch that requires rehabilitation and is formed of a fume pipe, a ceramic pipe, a cast iron pipe, or the like.

【0006】最初に図10に示すように一方のマンホー
ル21内にホース導入側装置24が取付けられ、他方の
マンホール22には出口側装置としての誘導パイプ25
が設けられる。
First, as shown in FIG. 10, a hose introduction side device 24 is installed in one manhole 21, and a guide pipe 25 as an outlet side device is installed in the other manhole 22.
Is provided.

【0007】次に導入側装置24の出口部24aから光
硬化性樹脂、熱硬化性樹脂或いは熱可塑性樹脂を含む未
硬化状態の可撓ホース26が圧搾空気により送り出さ
れ、管渠23の一端23bから他端23cに向けて反転
しつつ内壁面23aに押圧されて張設され、図11に示
すように誘導パイプ25の上端25aに達する。なお可
撓ホース26の先端26aには管渠23の内壁面23a
に作用する圧搾空気の圧力を調節するために空気を外部
に排出する機能を果たすボビン27が取付けられ、かつ
ボヒン27には硬化手段としての紫外線照射装置28を
導入するため紫外線照射装置28を牽引するロープ29
が連結されている。
Next, an uncured flexible hose 26 containing a photocurable resin, a thermosetting resin or a thermoplastic resin is sent out by compressed air from the outlet 24a of the introduction-side device 24, and one end 23b of the pipe 23. From the end to the other end 23c while being pushed and stretched by the inner wall surface 23a, and reaches the upper end 25a of the guide pipe 25 as shown in FIG. The tip 26a of the flexible hose 26 has an inner wall surface 23a of the conduit 23.
A bobbin 27 having a function of discharging air to the outside in order to adjust the pressure of the compressed air acting on the bobbin 27 is attached, and the ultraviolet irradiation device 28 is pulled in the bohine 27 to introduce an ultraviolet irradiation device 28 as a curing means. Rope 29
Are connected.

【0008】次に図12に示すように可撓ホース26が
管渠23の内壁面23aに張設された後、ロープ29を
牽引装置30により巻き取り、ロープ29に連結された
紫外線照射装置28を導入側装置24内を介して管渠2
3の一端23bから他端23cへ向けて移動させ、この
移動する間に紫外線照射装置28からの照射により、或
いはロープ29を牽引して紫外線照射装置28を管渠2
3の他端23cまで導入した後、紫外線照射装置28を
一端23b方向へ移動させながら紫外線照射装置28に
よる照射により可撓ホース26を硬化させて不透水膜を
形成し、可撓ホース26の硬化後、ホース26の両端を
切断してマンホール21及び22内に突出した部分を切
除し、導入側装置24、誘導パイプ25、その他の各装
置を撤去して管渠23の更生を完了する。
Next, as shown in FIG. 12, after the flexible hose 26 is stretched around the inner wall surface 23a of the pipe 23, the rope 29 is wound up by the pulling device 30 and the ultraviolet irradiation device 28 connected to the rope 29. 2 through the introduction side device 24
3 from one end 23b to the other end 23c, and during this movement, the ultraviolet irradiation device 28 is irradiated by the ultraviolet irradiation device 28 or the rope 29 is pulled to move the ultraviolet irradiation device 28 to the conduit 2
3, the flexible hose 26 is cured by irradiation by the ultraviolet irradiation device 28 while moving the ultraviolet irradiation device 28 in the direction of the end 23b to form a water impermeable film, and the flexible hose 26 is cured. After that, both ends of the hose 26 are cut to cut off the portions protruding into the manholes 21 and 22, and the introduction side device 24, the guide pipe 25, and other devices are removed to complete the rehabilitation of the pipe 23.

【0009】また他の既設管渠の更生工法としては、熱
硬化性樹脂或いは熱可塑性樹脂を含む未硬化状態の可撓
ホースを既設管渠内に反転又は引き込みで導入後圧搾空
気によって管渠内壁面に沿わせて押圧せしめ、その状態
で可撓ホース内に配設された硬化手段となる蒸気供給用
ホースの周面に穿設された複数の噴出口より加熱蒸気を
放出して可撓ホースを硬化せしめて管渠内壁面に不透水
膜を形成する方策がある。
As another existing pipe rehabilitation method, an uncured flexible hose containing a thermosetting resin or a thermoplastic resin is introduced into the existing pipe by reversing or retracting, and then compressed air is introduced into the pipe. The flexible hose is pressed along the wall surface, and in that state, the heated steam is discharged from a plurality of jet holes formed in the peripheral surface of the steam supply hose which is a hardening means arranged in the flexible hose. There is a method to harden the water to form an impermeable film on the inner wall surface of the pipe.

【0010】[0010]

【発明が解決しようとする課題】上記従来の既設管渠の
更生工法によると、管渠の内壁面に樹脂製の不透水膜が
形成されることから侵食等により管厚が薄くなった管渠
やクラック等が発生した管渠であっても大幅な強度の向
上が得られ、かつクラック等を通っての管渠内への地下
水の浸入及び管渠からの漏水が防止できる。しかしこの
更生工法にあっては、管渠に張設された可撓ホースに発
生する熱的影響を回避し、かつ紫外線照射装置等の硬化
手段を冷却するため絶えず圧搾空気を可撓ホース内に供
給して空気流を形成しているが、この空気流が略層流状
態であることから、硬化手段から発せられる熱が可撓ホ
ースの内周面全周に亘って均等に作用することなく、可
撓ホースの上部が下部に比べ高温になり硬化作業中に温
度差が生じて硬化反応の進行度、即ち硬化度にムラが発
生して可撓ホースの収縮率、機械的性質等の物性が不均
一になり、ホース内周面が平滑に形成されず、凹凸やし
わが発生し、管渠内を流れる流水に対する摩擦抵抗の増
大を招き、円滑な流水の流れを阻害し、かつ均一な強度
が得られず強度低下を招き、外部応力により破損するお
それがある。これらは既設管渠のクラック等から浸入す
る地下水等で可撓ホースが局部的に冷却される場合はよ
り顕著に表われる。
According to the conventional method for rehabilitating the existing existing conduit, the resin conduit is formed on the inner wall surface of the conduit so that the thickness of the conduit becomes thin due to erosion or the like. Even if the pipe has cracks or cracks, the strength can be significantly improved, and it is possible to prevent the infiltration of groundwater into the pipes through the cracks and the leakage of water from the pipes. However, in this rehabilitation construction method, compressed air is constantly introduced into the flexible hose in order to avoid the thermal effect generated in the flexible hose stretched over the pipe and to cool the curing means such as the ultraviolet irradiation device. Although it is supplied to form an air flow, since this air flow is in a substantially laminar state, the heat generated from the curing means does not act uniformly over the entire inner peripheral surface of the flexible hose. , The temperature of the upper part of the flexible hose becomes higher than that of the lower part, and a temperature difference occurs during the curing work, and the progress of the curing reaction, that is, unevenness in the curing degree occurs, and the physical properties such as the shrinkage rate and mechanical properties of the flexible hose. Becomes uneven, the inner peripheral surface of the hose is not formed smoothly, unevenness and wrinkles occur, which causes an increase in frictional resistance to running water flowing in the pipe, which hinders smooth running water flow and is uniform. The strength cannot be obtained, resulting in a decrease in strength, which may cause damage due to external stress. That. These are more conspicuous when the flexible hose is locally cooled by groundwater or the like that enters from cracks in the existing conduit.

【0011】従って、本発明の目的は、管渠内に配設さ
れるホースの物性が均一でかつ、内周面が平滑に形成さ
れて管渠内流下の摩擦抵抗の低減及び強度向上が確保で
きる高品質の更生管渠が得られる既設管渠の更生工法を
提供することにある。
Therefore, it is an object of the present invention to ensure that the hose arranged in the pipe has uniform physical properties and the inner peripheral surface is smooth so that the frictional resistance and the strength of the hose can be reduced. The object is to provide a method for rehabilitating an existing sewer to obtain a high quality rehabilitate sewer.

【0012】[0012]

【課題を解決するための手段】上記目的を達成する本発
明による既設管渠の更生工法は、既設管渠内に硬化性樹
脂を含む未硬化状態の可撓ホースを導入し、かつ可撓ホ
ース内に供給される圧搾空気により既設管渠内壁面に可
撓ホースを押圧した状態で可撓ホース内に配設された硬
化手段によって可撓ホースを硬化せしめて既設管渠内に
不透水膜を形成する既設管渠の更生工法において、可撓
ホースの硬化作業中に可撓ホース内の空気を撹拌するこ
とを特徴とするものである。
A method for rehabilitating an existing pipe according to the present invention to achieve the above object is to introduce an uncured flexible hose containing a curable resin into the existing pipe and to use a flexible hose. The flexible hose is hardened by the curing means arranged in the flexible hose while the flexible hose is pressed against the inner wall surface of the existing pipe by the compressed air supplied into the existing hose to form the impermeable film in the existing hose. In the method of rehabilitating an existing pipe to be formed, the air inside the flexible hose is agitated during the hardening operation of the flexible hose.

【0013】[0013]

【実施例】以下、本発明による既設管渠の更生工法の一
実施例を図1乃至6によって説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for rehabilitating an existing pipe according to the present invention will be described below with reference to FIGS.

【0014】図中符号1、2はマンホール、符号3はヒ
ューム管、陶管等で形成され、更生すべき地中に埋設さ
れた既設管渠であり、符号4は隣接する管渠からの流水
等を防止する止水栓である。
In the figure, reference numerals 1 and 2 are manholes, reference numeral 3 is an existing conduit which is formed of a fume pipe, a ceramic pipe or the like and is buried in the ground to be rehabilitated, and a reference numeral 4 is running water from an adjacent conduit. It is a water stopcock that prevents the like.

【0015】施工に際し、管内洗浄車等により管渠3の
内壁面3aを洗浄し、必要に応じてこの内壁面3aを削
孔機等によって削り、形状を整える。
At the time of construction, the inner wall surface 3a of the pipe 3 is cleaned by a pipe cleaning car, etc., and if necessary, the inner wall surface 3a is ground by a hole drilling machine or the like to adjust the shape.

【0016】次に図1に示すように一方のマンホール1
に可撓ホース導入側装置5をマンホールサポート6を介
して取付け、また他方のマンホール2に出口側装置とし
ての誘導パイプ7を取付ける。誘導パイプ7は管渠3の
径に対応する径を有する。
Next, as shown in FIG. 1, one manhole 1
A flexible hose introduction side device 5 is attached to the above through a manhole support 6, and a guide pipe 7 as an outlet side device is attached to the other manhole 2. The guide pipe 7 has a diameter corresponding to the diameter of the pipe 3.

【0017】続いて図2に示すように、導入側装置5の
出口5aより未硬化状態の光硬化性樹脂、熱硬化性樹脂
或いは熱可塑性樹脂等の硬化性樹脂を含む可撓ホース8
を導入側装置5から供給される圧搾空気により送り出
し、かつ順次反転させつつ膨張させて管渠3の一端3b
から他端3cへ向けて管渠3の内壁面3aに張設し、更
に図3に示すように誘導パイプ7の上端7a迄もたら
す。なお可撓ホース8の先端8aには、可撓ホース8内
に供給された圧搾空気を外部へ排出するボビン9が設け
られている。ボビン9には更に後述する硬化手段である
紫外線照射装置10を牽引するためのロープ11が挿通
されている。
Subsequently, as shown in FIG. 2, a flexible hose 8 containing a curable resin such as an uncured photocurable resin, a thermosetting resin, or a thermoplastic resin from the outlet 5a of the introduction side device 5.
Is sent out by compressed air supplied from the introduction side device 5, and is expanded while being sequentially reversed so that one end 3b of the pipe 3
To the other end 3c from the inner wall surface 3a of the pipe 3 to the upper end 7a of the guide pipe 7 as shown in FIG. A bobbin 9 for discharging the compressed air supplied into the flexible hose 8 to the outside is provided at the tip 8a of the flexible hose 8. The bobbin 9 is further inserted with a rope 11 for pulling an ultraviolet irradiation device 10, which is a curing means described later.

【0018】次に図4に示されるように、誘導パイプ7
の上方に牽引装置13を設け、牽引装置13によってロ
ープ11を牽引し、ロープ11に連結された紫外線照射
装置10を導入側装置5内を通して管渠3の一端3bま
で導入し、図5に示す紫外線照射装置10が管渠3の一
端3bにある状態で紫外線照射装置10を作動させ、他
端3c側へ移動させながら、或いは予め管渠3の他端3
cまで導入し、紫外線照射装置10が管渠3の他端3c
にある状態で紫外線照射装置10を作動させ、導入側装
置5に設けられた牽引装置(図示せず)によって紫外線
照射装置10の導入側装置5側に連結されたロープ12
を巻き取り、紫外線照射装置10を管渠3の他端3c側
から一端3b側へ移動させながら紫外線を照射し、可撓
ホース8を硬化させる。
Next, as shown in FIG. 4, the guide pipe 7
5, a traction device 13 is provided above the rope 11, and the rope 11 is towed by the traction device 13. The ultraviolet irradiation device 10 connected to the rope 11 is introduced through the inside of the introduction side device 5 to the one end 3b of the pipe 3 as shown in FIG. The ultraviolet irradiation device 10 is operated while the ultraviolet irradiation device 10 is at the one end 3b of the pipe 3 and is moved to the other end 3c side, or the other end 3 of the pipe 3 in advance.
c until the ultraviolet irradiation device 10 has the other end 3c of the conduit 3
The ultraviolet irradiating device 10 is operated in the state of the above, and the rope 12 connected to the introducing device 5 side of the ultraviolet irradiating device 10 by the pulling device (not shown) provided in the introducing device 5.
Is wound up, and ultraviolet rays are irradiated while moving the ultraviolet irradiation device 10 from the other end 3c side of the pipe 3 to the one end 3b side to cure the flexible hose 8.

【0019】可撓ホース3に紫外線を照射する紫外線照
射装置10は、図6に図5のA部拡大図を示すように、
互いに揺動可能に連結された複数の紫外線照射ランプ1
0aと、これら連結された紫外線ランプ10aを移動可
能に支持する複数の懸架装置10bと、懸架装置10b
に取付けられて紫外線ランプ10aの作動と連動して作
動する送風装置10cとを具備し、送風装置10cによ
り可撓ホース8内の空気を撹拌して硬化作業中の可撓ホ
ース8に作用する温度の均一化を図り、硬化反応の進行
度の均一化を得るよう構成されている。そして可撓ホー
ス8が硬化後、その両端を切断してマンホール1及び2
内に突出した部分を切除し、導入側装置5、誘導パイプ
7、紫外線照射装置10、その他の各装置を撤去して管
渠3の更生を完了する。
The ultraviolet ray irradiating device 10 for irradiating the flexible hose 3 with ultraviolet rays is as shown in FIG.
A plurality of ultraviolet irradiation lamps 1 swingably connected to each other
0a, a plurality of suspension devices 10b that movably support the connected ultraviolet lamps 10a, and a suspension device 10b.
A blower device 10c that is attached to the flexible hose 8a and operates in conjunction with the operation of the ultraviolet lamp 10a. The temperature of the flexible hose 8 that is being cured by stirring the air in the flexible hose 8 by the blower device 10c. Is made uniform and the progress of the curing reaction is made uniform. After the flexible hose 8 hardens, both ends thereof are cut to cut the manholes 1 and 2
The portion protruding inward is cut off, and the introduction side device 5, the guide pipe 7, the ultraviolet irradiation device 10, and other devices are removed to complete the rehabilitation of the pipe 3.

【0020】上記実施例では、紫外線照射装置10の懸
架装置10bに設けた送風装置10cにより可撓ホース
8内の空気を撹拌して硬化作業中の可撓ホース8に作用
する温度の均一化を図ったが、送風装置10cに代えて
図7に示すように紫外線照射装置10に圧搾空気供給用
ホース10dの一端を取付け、外部から供給した圧搾空
気を圧搾空気供給用ホース10dに開口する多数の噴出
口10eから噴出してその噴出する圧搾空気により可撓
ホース8内の空気を撹拌して硬化作業中の可撓ホース8
に作用する温度の均一化を図ることも可能であり、また
その他適宜手段により可撓ホース8内の空気を撹拌して
硬化作業中に可撓ホース8に作用する温度の均一化を図
ることも可能である。
In the above embodiment, the air in the flexible hose 8 is agitated by the air blower 10c provided in the suspension device 10b of the ultraviolet irradiation device 10 so that the temperature acting on the flexible hose 8 during the curing operation is made uniform. As shown in FIG. 7, one end of the compressed air supply hose 10d is attached to the ultraviolet irradiation device 10 in place of the blower 10c, and compressed air supplied from the outside is opened to the compressed air supply hose 10d. The flexible hose 8 is being cured by stirring the air in the flexible hose 8 by the compressed air that is ejected from the ejection port 10e and is ejected.
It is also possible to make the temperature acting on the flexible hose 8 uniform, and it is also possible to stir the air in the flexible hose 8 by other appropriate means to make the temperature acting on the flexible hose 8 uniform during the curing operation. It is possible.

【0021】次に本発明における既設管渠の更生工法の
他の実施例を図8及び9により説明する。
Next, another embodiment of the method for rehabilitating an existing pipe according to the present invention will be described with reference to FIGS.

【0022】図中符号3はヒューム管、陶管等からなる
更生すべき地中に埋設された既設管渠である。
In the figure, reference numeral 3 is an existing pipe ditch which is buried in the ground to be rehabilitated and is composed of a fume pipe, a ceramic pipe and the like.

【0023】施工に際し、管渠3の内壁面3aを洗浄
し、必要に応じて削孔機等により形状を整え、一方のマ
ンホール側から熱硬化性樹脂或いは熱可塑性樹脂等の硬
化性樹脂を含む可撓ホース11を挿入して圧搾空気によ
り膨張させて管渠3の内壁面3aに張設し、可撓ホース
11の先端に設けたボビン12を挿通するロープ13の
牽引により硬化手段となる蒸気供給用ホース14を図8
に示すように導入する。
At the time of construction, the inner wall surface 3a of the pipe 3 is cleaned, and if necessary, the shape thereof is adjusted by a boring machine or the like, and a curable resin such as a thermosetting resin or a thermoplastic resin is included from one manhole side. A flexible hose 11 is inserted, expanded by compressed air, stretched on the inner wall surface 3a of the pipe 3, and pulled by a rope 13 inserted through a bobbin 12 provided at the tip of the flexible hose 11 to serve as curing means. The supply hose 14 is shown in FIG.
Introduce as shown in.

【0024】そして蒸気供給装置(図示せず)から圧送
される加熱蒸気を蒸気供給用ホース14の周囲に開口す
る多数の噴出口15から噴出させて加熱蒸気により可撓
ホース11を硬化せしめて不透水膜を得る。
Then, heating steam that is pressure-fed from a steam supply device (not shown) is ejected from a large number of ejection ports 15 that are open around the steam supply hose 14, and the flexible hose 11 is hardened by the heating steam. Obtain a water permeable membrane.

【0025】蒸気供給用ホース14に形成される多数の
噴出口15は、図9に図8におけるB−B線断面を示す
ように、半径方向に対して傾斜した渦巻状に形成され、
或いは多方向に形成され、噴出口15から噴出する加熱
蒸気により可撓ホース11内の空気を撹拌して硬化作業
中の可撓ホース11に作用する温度差をなくし、硬化反
応の進行度の均一化を図るよう構成されている。そして
可撓ホース11が硬化した後その両端を切断してマンホ
ール内に突出する部分を切除して各更生用装置を撤去し
て管渠3の更生を完了する。
A large number of ejection ports 15 formed in the steam supply hose 14 are formed in a spiral shape inclined with respect to the radial direction, as shown in FIG.
Alternatively, the steam in the flexible hose 11 which is formed in multiple directions is agitated to agitate the air in the flexible hose 11 to eliminate the temperature difference acting on the flexible hose 11 during the curing operation, and to make the progress of the curing reaction uniform. It is configured to achieve Then, after the flexible hose 11 is cured, both ends thereof are cut to cut out a portion projecting into the manhole, and each rehabilitation device is removed to complete the rehabilitation of the pipe 3.

【0026】上記説明では、可撓ホース11内の空気を
噴出口15から噴出する加熱蒸気により撹拌したが、蒸
気供給用ホース14と共に前記実施例同様送風装置(図
示せず)或いは圧搾空気供給用ホース(図示せず)を可
撓ホース11内に導入して送風装置或いは圧搾空気供給
用ホースから噴出する圧搾空気により可撓ホース11内
の空気を撹拌して硬化作業中可撓ホース11に作用する
温度の均一化を図ることも可能である。
In the above description, the air in the flexible hose 11 is agitated by the heated steam jetted from the jet port 15. However, together with the steam supply hose 14, a blower device (not shown) or compressed air supply is provided as in the above embodiment. A hose (not shown) is introduced into the flexible hose 11 and the air in the flexible hose 11 is agitated by compressed air ejected from a blower or a compressed air supply hose to act on the flexible hose 11 during curing work. It is also possible to make the temperature uniform.

【0027】以上説明した各実施例によれば、硬化作業
中の可撓ホース内の空気が撹拌されて可撓ホースに作用
する温度の均一化が得られることから可撓ホースの硬化
反応の進行度が均一化され、硬化度にムラがなく、収縮
率、機械的性質等の物性が均一となり、ホース内周面が
平滑に形成される。従って管渠内を流れる流水に対する
摩擦抵抗が軽減され、円滑な流れが確保でき、かつ強度
の均一化が確保できる。また可撓ホース内の空気が撹拌
されることから、局部的な過熱、即ちオーバーヒーティ
ングが防止され、かつ管渠のクラック等から地下水等に
よって可撓ホースが局部的に冷却される場合でも局部的
な硬化の遅延が防止され、物性の均一化が図れ、高強度
な高品質の更生管渠が得られる。
According to each of the embodiments described above, since the air in the flexible hose during the curing operation is agitated and the temperature acting on the flexible hose is made uniform, the curing reaction of the flexible hose progresses. The uniformity of the degree of curing is uniform, the physical properties such as shrinkage and mechanical properties are uniform, and the inner peripheral surface of the hose is formed smoothly. Therefore, the frictional resistance to the running water flowing in the pipe is reduced, a smooth flow can be secured, and the strength can be made uniform. In addition, since the air in the flexible hose is agitated, local overheating, that is, overheating, is prevented, and even if the flexible hose is locally cooled by groundwater etc. due to cracks in the pipe, etc. It is possible to obtain a high-strength and high-quality rehabilitating pipe by preventing the delay of effective curing, homogenizing the physical properties.

【0028】[0028]

【発明の効果】以上説明した本発明の既設管渠の更生工
法によると、硬化手段によって可撓ホースを硬化させる
硬化作業中可撓ホース内の空気が撹拌されることから、
可撓ホースに作用する温度の均一化が図れ、硬化反応の
均一化が得られ、平滑なホースの内周面が確保でき管渠
内流下の摩擦抵抗の低減による流下能力の向上及び更生
管渠の高強度が確保できる等高品質の既設管渠の更生が
得られる。
As described above, according to the method for rehabilitating the existing pipe under the present invention, the air in the flexible hose is agitated during the curing operation for curing the flexible hose by the curing means.
The temperature that acts on the flexible hose can be made uniform, the curing reaction can be made uniform, and a smooth inner peripheral surface of the hose can be secured, improving the downflow capacity by reducing the frictional resistance in the downflow and the rehabilitation pipe It is possible to rehabilitate existing pipes with high quality such as high strength.

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

【図1】本発明における既設管渠の更生工法の一実施例
を順を追って説明するものであって、この図は可撓ホー
ス導入側装置及び出口側装置の取付けを示す説明図であ
る。
FIG. 1 is a view for sequentially explaining an embodiment of a method for rehabilitating an existing pipe according to the present invention, which is an explanatory view showing attachment of a flexible hose introduction side device and an outlet side device.

【図2】同じく、管渠内への可撓ホースの導入を示す説
明図である。
FIG. 2 is likewise an explanatory view showing introduction of a flexible hose into a pipe.

【図3】同じく、管渠内への可撓ホースの導入を示す説
明図である。
FIG. 3 is likewise an explanatory view showing the introduction of the flexible hose into the pipe.

【図4】同じく、管渠内への硬化手段である紫外線照射
装置の導入を示す説明図である。
FIG. 4 is likewise an explanatory view showing the introduction of an ultraviolet irradiation device that is a curing means into the pipe.

【図5】同じく、管渠内の可撓ホースを紫外線照射装置
による硬化作業を示す説明図である。
FIG. 5 is an explanatory view showing a curing operation of a flexible hose in a pipe using an ultraviolet irradiation device.

【図6】図5におけるA部拡大説明図である。6 is an enlarged explanatory view of a portion A in FIG.

【図7】本発明における既設管渠の更生工法の他の実施
例の要部を示す説明図である。
FIG. 7 is an explanatory view showing a main part of another embodiment of the method for rehabilitating an existing pipe according to the present invention.

【図8】本発明における既設管渠の更生工法の更に他の
実施例を示す説明図である。
FIG. 8 is an explanatory view showing still another embodiment of the method for rehabilitating an existing pipe according to the present invention.

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

【図10】従来の既設管渠の更生工法を順を追って説明
するものであって、この図は、管渠内への可撓ホースの
導入を示す説明図である。
FIG. 10 is a step-by-step description of a conventional method for rehabilitating an existing conduit, which is an explanatory view showing the introduction of a flexible hose into the conduit.

【図11】同じく、管渠内への可撓ホースの導入を示す
説明図である。
FIG. 11 is likewise an explanatory view showing the introduction of the flexible hose into the pipe.

【図12】同じく、管渠内の可撓ホースを紫外線照射装
置による硬化作業を示す説明図である。
FIG. 12 is also an explanatory view showing a curing operation of a flexible hose in a pipe using an ultraviolet irradiation device.

【符号の説明】[Explanation of symbols]

3 既設管渠 3a 内壁面 8 可撓ホース 10 紫外線照射装置 10c 送風装置 10d 圧搾空気供給用ホース 11 可撓ホース 14 蒸気供給用ホース 15 噴出口 3 Existing pipe 3a Inner wall surface 8 Flexible hose 10 Ultraviolet irradiation device 10c Blower 10d Compressed air supply hose 11 Flexible hose 14 Steam supply hose 15 Jet outlet

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 既設管渠内に硬化性樹脂を含む未硬化状
態の可撓ホースを導入し、かつ可撓ホース内に供給され
る圧搾空気により既設管渠内壁面に可撓ホースを押圧し
た状態で可撓ホース内に配設された硬化手段によって可
撓ホースを硬化せしめて既設管渠内に不透水膜を形成す
る既設管渠の更生工法において、可撓ホースの硬化作業
中に可撓ホース内の空気を撹拌することを特徴とする既
設管渠の更生工法。
1. An uncured flexible hose containing a curable resin is introduced into an existing pipe, and the flexible hose is pressed against the inner wall of the existing pipe by compressed air supplied into the flexible hose. In the rehabilitation method for the existing hose, in which the impermeable membrane is formed in the existing hose by hardening the hose by the hardening means arranged in the hose in the state A method for rehabilitating an existing pipe, characterized by agitating the air in the hose.
【請求項2】 可撓ホース内の空気が、硬化手段に設け
られた送風装置によって撹拌せしめられる請求項1に記
載の既設管渠の更生工法。
2. The method for rehabilitating an existing pipe according to claim 1, wherein the air in the flexible hose is agitated by a blower provided in the curing means.
【請求項3】 可撓ホース内の空気が、硬化手段に一端
が設けられた圧搾空気供給用ホースから噴出する圧搾空
気によって撹拌せしめられる請求項1に記載の既設管渠
の更生工法。
3. The method for rehabilitating an existing conduit according to claim 1, wherein the air in the flexible hose is agitated by compressed air ejected from a compressed air supply hose having one end provided in the curing means.
【請求項4】 硬化手段が、紫外線照射装置である請求
項1〜3のいずれか1つに記載の既設管渠の更生工法。
4. The method of rehabilitating an existing pipe according to any one of claims 1 to 3, wherein the curing means is an ultraviolet irradiation device.
【請求項5】 硬化手段が、周囲に加熱蒸気を噴出する
多数の噴出口を有する蒸気供給用ホースであって、半径
方向に対して傾斜して形成された前記噴出口から噴出す
る加熱蒸気によって可撓ホース内の空気が撹拌せしめら
れる請求項1に記載の既設管渠の更生工法。
5. The hardening means is a steam supply hose having a large number of spouts for jetting heated steam to the surroundings, and the heating steam spouted from the spouts formed to be inclined with respect to the radial direction. The method for rehabilitating an existing pipe according to claim 1, wherein the air in the flexible hose is agitated.
JP30367094A 1994-12-07 1994-12-07 Rehabilitation of existing pipes Expired - Fee Related JP2925466B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30367094A JP2925466B2 (en) 1994-12-07 1994-12-07 Rehabilitation of existing pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30367094A JP2925466B2 (en) 1994-12-07 1994-12-07 Rehabilitation of existing pipes

Publications (2)

Publication Number Publication Date
JPH08158465A true JPH08158465A (en) 1996-06-18
JP2925466B2 JP2925466B2 (en) 1999-07-28

Family

ID=17923819

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30367094A Expired - Fee Related JP2925466B2 (en) 1994-12-07 1994-12-07 Rehabilitation of existing pipes

Country Status (1)

Country Link
JP (1) JP2925466B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014223746A (en) * 2013-05-16 2014-12-04 吉佳エンジニアリング株式会社 Light irradiation device and existing tube maintenance method
JP2017132269A (en) * 2017-05-15 2017-08-03 吉佳エンジニアリング株式会社 Light irradiation device and method for maintenance of existing tube using the light irradiation device
KR102212992B1 (en) * 2020-05-26 2021-02-08 김종봉 Method for repairing non-excavating pipeline using tube hardening aid apparatus
KR102212988B1 (en) * 2020-05-26 2021-02-08 김종봉 Hardening aid apparatus for non-excavating pipeline repairing
KR102249882B1 (en) * 2020-08-12 2021-05-11 김종봉 Method and system for entire repairing with non-excavation type using main holder
CN119778319A (en) * 2025-03-13 2025-04-08 中国电建集团透平科技有限公司 Axial flow fan with air inlet box

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014223746A (en) * 2013-05-16 2014-12-04 吉佳エンジニアリング株式会社 Light irradiation device and existing tube maintenance method
JP2017132269A (en) * 2017-05-15 2017-08-03 吉佳エンジニアリング株式会社 Light irradiation device and method for maintenance of existing tube using the light irradiation device
KR102212992B1 (en) * 2020-05-26 2021-02-08 김종봉 Method for repairing non-excavating pipeline using tube hardening aid apparatus
KR102212988B1 (en) * 2020-05-26 2021-02-08 김종봉 Hardening aid apparatus for non-excavating pipeline repairing
KR102249882B1 (en) * 2020-08-12 2021-05-11 김종봉 Method and system for entire repairing with non-excavation type using main holder
CN119778319A (en) * 2025-03-13 2025-04-08 中国电建集团透平科技有限公司 Axial flow fan with air inlet box

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