JPH0390758A - Method and device for water stopping in existing pipeline - Google Patents

Method and device for water stopping in existing pipeline

Info

Publication number
JPH0390758A
JPH0390758A JP22798789A JP22798789A JPH0390758A JP H0390758 A JPH0390758 A JP H0390758A JP 22798789 A JP22798789 A JP 22798789A JP 22798789 A JP22798789 A JP 22798789A JP H0390758 A JPH0390758 A JP H0390758A
Authority
JP
Japan
Prior art keywords
carrier
diameter
water stop
water
repair material
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
JP22798789A
Other languages
Japanese (ja)
Inventor
Haruyoshi Tsujimoto
辻本 治好
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP22798789A priority Critical patent/JPH0390758A/en
Publication of JPH0390758A publication Critical patent/JPH0390758A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce the repairing cost by providing a cylindrical bag-shaped expandable stretching body capable of being inflated radially with compressed air, by transferring the same to a spot to be repaired in a pipeline after installing a repairing material impregnated with adhesive agent to the external face thereof, and by bonding the repairing material to the internal face of the pipe with the expandable stretching body inflated radially. CONSTITUTION:An expandable stretching body 7 made from rubber bags or the like is installed round the external face of a carrier 5 that is capable of moving in a pipeline 1. A repairing material 4 made of nonwoven fabric impregnated with epoxy adhesive agent or the like is prepared and is installed to the external face of the expandable stretching body 7. The carrier 5 is then transferred to a faulty spot A with a transfer means 16 composed of a winch and a rope. The expandable stretching body 7 is then radially inflated with compressed air forcibly fed therein through s hose 23, and the repairing material 4 is pressed and stuck therewith to the internal face of the pipeline 1. After the adhesive agent is half-hardened, the expendable stretching body 7 is radially deflated, making the body separate from the repairing material 4, and the carrier 5 is withdrawn afterward. Thereby materials, equipment and man power can be reduced altogether and, at the same time, term of works can be reduced too.

Description

【発明の詳細な説明】 (イ)産業上の利用分野 この発明は既設管路における外部からの浸入水や漏水を
防止する止水工法とその装置に関し、とくに、接続部分
のずれやクラック等の局部的な不良箇所を補修するもの
を対象とする。
[Detailed description of the invention] (a) Industrial application field This invention relates to a water stop method and device for preventing water from entering or leaking from the outside in existing pipes, and in particular, relates to a water stop method and device for preventing water from entering or leaking from the outside in existing pipes. Targets repairs to localized defective areas.

(ロ)従来の技術 例えば、地中に埋設された汚水用や下水用等の既設管路
は、管路近傍の地下水の洗堀作用や地盤の沈降等によっ
て、管材にクラックを生じる、或は管材の接続部分が屈
折してずれを生じることがある。こうした不良箇所を埋
設状態のままで補修する従来工法としては、不良箇所の
管路外面にセメント(止水材)を注入するバッカー工法
や、管路の内面を止水膜で覆うチューブライニング工法
が知られている(文献不詳〉。
(B) Conventional technology For example, existing pipes for sewage or sewage buried underground may develop cracks in the pipe material due to the scouring action of groundwater near the pipe or subsidence of the ground. The connecting portion of the tube may bend and become misaligned. Conventional methods for repairing these defective areas while still buried include the backer method, which injects cement (water-stopping material) onto the outside surface of the pipeline, and the tube lining method, which covers the inner surface of the pipeline with a water-stopping membrane. Known (documents unknown).

パッカー工法では、不良箇所を間に挟んで管路を塞ぎ、
加圧されたセメント液を不良箇所を介して地盤に注入す
ることにより止水を行う。また、チューブライニング工
法では、チューブ状の基材の内面に止水材を塗布してお
き、圧縮空気によって基材をめくり返して内外面を反転
させ、管路内の全面を基材と止水材で覆って止水を行う
In the packer method, the pipeline is blocked by placing the defective part in between.
Water is stopped by injecting pressurized cement liquid into the ground through the defective area. In addition, in the tube lining method, a water-stopping material is applied to the inner surface of the tube-shaped base material, and the base material is turned over using compressed air to invert the inner and outer surfaces, thereby sealing the entire surface of the pipe with the base material. Cover with wood to stop water.

〈ハ〉発明が解決しようとする課題 上記のような従来の止水工法は、工事に多くの機材を要
し、しかも材料費や多くの作業人員が必要で、全体とし
て施工費用が高く付く点に問題があった。また、施工に
要する時間はもちろん、本作業終了後の止水材の硬化や
余分な止水材の洗い出し等に長時間を要し、管路の供用
開始が長引く不利があった。
<C> Problems to be solved by the invention Conventional water stoppage construction methods such as those mentioned above require a lot of equipment for construction, as well as material costs and a large number of workers, resulting in high construction costs overall. There was a problem. In addition, it takes a long time not only for construction but also for curing the water stop material and washing out excess water stop material after the completion of the work, which has the disadvantage of prolonging the start of service of the pipeline.

この発明は、上記の問題点を解消するものであって、不
良箇所の止水をより簡単に低コストで、しかも短時間で
行えるようにすることを目的とする。
The present invention is intended to solve the above-mentioned problems, and aims to make it possible to more easily shut off water at defective locations at low cost and in a short time.

(二〉課題を解決するための手段 この発明では、管路1内を移動するキャリア5でシート
状の補修材4を不良箇所へへ送り込み、そこで補修材4
を拡径状に展張させて管路1の内面に圧着し、不良箇所
Aの止水を行うこととする。
(2) Means for Solving the Problems In this invention, a sheet-like repair material 4 is sent to a defective location by a carrier 5 that moves within a pipe line 1, and there, the repair material 4 is
The pipe is expanded to an expanded diameter and crimped onto the inner surface of the pipe line 1 to stop water at the defective location A.

具体的には、管路]内を移動可能なキャリア5の外面に
、大小に径変化する円筒形の展張体7を周回状に設け、
シート状の基材4aとその外面に塗布された止水材4b
とからなる補修材4を、小径の待機状態にある展張体7
の外面に、基材4aの側端同士が重なり合い、かつ止水
材4bが外面に露出する状態で巻き付け装着し、キャリ
ア5を移動手段6で不良箇所Aへ送り込んで補修材4を
不良箇所Aに対峙させ、展張体7を大径の作動状態に径
変化させて補修材4を管路1の内面に圧接固定すること
とした。
Specifically, a cylindrical extension body 7 whose diameter changes in size is provided in a circular manner on the outer surface of a carrier 5 that is movable within the pipe.
A sheet-like base material 4a and a water stop material 4b applied to its outer surface
A repair material 4 consisting of
The repair material 4 is wrapped around the outer surface of the base material 4a with the side edges of the base material 4a overlapping each other and the water stop material 4b exposed on the outer surface, and the carrier 5 is sent to the defective location A using the moving means 6, and the repair material 4 is attached to the defective location A. The repair material 4 is fixed to the inner surface of the conduit 1 under pressure by changing the diameter of the spreading body 7 to a larger diameter operating state.

また、上記止水工法に適用する止水装置は、管路1内を
移動して補修材4を不良箇所Aへ移送するキャリア5と
、キャリア5を移動操作する移動手段6と、キャリア5
の外面に周回状に配置され、大小に径変化する展張体7
と、展張体7を小径の待機状態と大径の作動状態との間
で径変更操作する展張駆動手段8とを備えており、 シート状の基材4aとその外面に塗布された止水材4b
とからなる補修材4を、小径の待機状態にある展張体7
の外面に、基材4aの側端同士が重なり合い、かつ止水
材4bが外面に露出する状態で巻き付け装着し、 不良箇所Aにおいて展張体7を展張駆動手段8で大径に
径変化させて、補修材4を管路1の内面に圧接固定でき
るように構成した。
Further, the water stop device applied to the water stop method described above includes a carrier 5 that moves within the pipe line 1 and transfers the repair material 4 to the defective location A, a moving means 6 that moves and operates the carrier 5, and a carrier 5.
The extended body 7 is arranged in a circumferential manner on the outer surface of and whose diameter changes from size to size.
and a spreading drive means 8 for changing the diameter of the spreading body 7 between a small diameter standby state and a large diameter operating state, and a sheet-like base material 4a and a water stop material applied to its outer surface. 4b
A repair material 4 consisting of
The base material 4a is wound around the outer surface of the base material 4a with the side edges thereof overlapping each other and the water stop material 4b is exposed on the outer surface, and the diameter of the spreading member 7 is changed to a larger diameter by the spreading drive means 8 at the defective location A. , so that the repair material 4 can be fixed to the inner surface of the conduit 1 under pressure.

好ましくは、キャリア5が筒状の周回壁10aを有し、
この周回壁10aの外面にゴム製の展張体7を周回状に
装着して、展張体7と周回壁10aとの間に密閉された
空室21を形成し、展張駆動手段8で発生させた加圧流
体を前記空!21に供給して、展張体7を大径の作動状
態に径変化させるように構成する。また、止水材4bと
して熱硬化性のプラスチック材を用いる場合は、空室2
1に供給される加圧流体を止水材4bの硬化促進温度に
加温することが好ましい。
Preferably, the carrier 5 has a cylindrical circumferential wall 10a,
A rubber expansible body 7 is attached to the outer surface of the circumferential wall 10a in a circumferential manner to form a sealed cavity 21 between the expansible body 7 and the circumferential wall 10a, which is generated by the extensible driving means 8. Empty the pressurized fluid! 21 to change the diameter of the expanding body 7 to a larger diameter operating state. In addition, when using a thermosetting plastic material as the water stop material 4b, the vacant room 2
It is preferable to heat the pressurized fluid supplied to the water stop material 4b to a temperature that promotes hardening of the water stop material 4b.

(ホ〉作用 この発明では、シート状の補修材4をキャリア5の外面
に設けた展張体7に巻ぎ付け装着し、不良箇所Aにおい
て展張体7を拡径変化させることにより、前記補修材4
を管路1の内面に圧接固定することができる。
(E) Function In this invention, the sheet-like repair material 4 is wrapped around and attached to the spread body 7 provided on the outer surface of the carrier 5, and the diameter of the spread body 7 is expanded at the defective location A. 4
can be fixed to the inner surface of the conduit 1 by pressure.

つまり、必要な箇所に限って最小限の補修材4を用いる
だけで不良箇所Aの補修を行うことができる。また、キ
ャリア5を不良箇所Aに送り込むための移動手段6や、
展張体7を駆動操作するための展張駆動手段8などの、
少数の機器だけで止水作業を行うことができ、これら機
器類の操作に要する人員も大幅に削減できる。ざらに、
不良箇所Aに接合した止水材4bの硬化を待つだけで作
業を終わることができる。
In other words, the defective location A can be repaired by using the minimum amount of repair material 4 only in the necessary locations. Further, a moving means 6 for sending the carrier 5 to the defective location A,
Expansion drive means 8 for driving and operating the expansion body 7, etc.
Water stoppage work can be performed with only a small number of devices, and the number of personnel required to operate these devices can be significantly reduced. Roughly,
The work can be completed by simply waiting for the water stop material 4b bonded to the defective location A to harden.

(へ)実施例 第1図ないし第6図はこの発明の実施例を示す。(f) Example 1 to 6 show embodiments of the invention.

第6図において、符号1は地中に埋設された例えば汚水
用の管路、2は、マンホールである。管路1は一定長さ
のヒユーム管3を順に接続して構成され、漏水等の不良
箇所Aを間に挟む各マンホール2.2において、接続を
外して両端が開口してある。不良箇所Aの不良状況およ
びその位買の特定は、ビデオカメラを用いた検査装置に
よって予め探査してある。
In FIG. 6, reference numeral 1 indicates a conduit buried underground, for example, for sewage, and 2 indicates a manhole. The conduit 1 is constructed by sequentially connecting fume pipes 3 of a certain length, and both ends are opened by disconnecting the manholes 2.2 that sandwich a defective point A such as water leakage between them. The defective state of defective point A and its location are determined in advance by an inspection device using a video camera.

止水装置は、管路1内を移動して補修材4を不良箇所A
へ運ぶキャリア5と、キャリア5を移動操作する移動手
段6と、不良箇所Aにおいて補修材4を管路1の内面に
圧接させる展張体7、および展張体7を駆動操作する展
張駆動手段8などで構成する。
The water stop device moves within the pipe 1 and places the repair material 4 at the defective location A.
a carrier 5 for transporting the carrier 5, a moving means 6 for moving the carrier 5, a spreading body 7 for pressing the repair material 4 into contact with the inner surface of the conduit 1 at the defective location A, a spreading drive means 8 for driving and operating the spreading body 7, etc. Consists of.

第1図および第2図において、キャリア5は円筒状のフ
レーム10と、その両端開口外面に設けられた前輪11
および後輪12とからなり、前後両輪11.12でフレ
ーム10を管路1と同心状に支持して移行できるように
構成する。前輪11は周方向等間隔おきに配置された3
個の旋回型のキャスタ13と、各キャスタ13を支持す
る脚板14とからなる。後輪12は、キャスタ13が旋
回機構を備えていない通常型である点が異なるだけで、
前輪11と同様に構成する。脚板14は板ばねで形成さ
れ、管路1内においてキャスタ13を管壁に押付け付勢
している。つまり、自由状態時には、3個のキャスタ1
3の先端を結ぶ仮想円の直径が、ヒユーム管3の内直径
より大きくなるようにしてある。
In FIGS. 1 and 2, the carrier 5 includes a cylindrical frame 10 and front wheels 11 provided on the outer surface of the frame 10 with openings at both ends.
and a rear wheel 12, and the frame 10 is supported concentrically with the conduit 1 by both the front and rear wheels 11, 12 and configured to be movable. The front wheels 11 have three wheels arranged at equal intervals in the circumferential direction.
The caster 13 is made up of rotary casters 13 and leg plates 14 that support each caster 13. The only difference between the rear wheels 12 is that the casters 13 are of a normal type without a turning mechanism.
The structure is similar to that of the front wheel 11. The leg plate 14 is formed of a leaf spring, and presses and biases the caster 13 against the pipe wall within the pipe line 1. In other words, in the free state, three casters 1
The diameter of the virtual circle connecting the tips of the tubes 3 is made larger than the inner diameter of the hume tube 3.

第6図において、移動手段6は各マンホール2.2に臨
んで地上に設置される2台のウィンチ15.15からな
り、各ウィンチ15.15から繰り出したワイヤローフ
16.16の先端を、第1図に示すように、フレーム1
0の両端に固定した牽引軸17に接続し、いずれか一方
のウィンチ15を巻き上げ駆動することにより、キャリ
ア5を前進または後退操作する。ワイヤローフ16を地
上に向かって変向案内するために、マンホール2内にガ
イドプーリ1Bが設けである。
In FIG. 6, the moving means 6 consists of two winches 15.15 installed on the ground facing each manhole 2.2. As shown in the figure, frame 1
The carrier 5 is connected to a traction shaft 17 fixed to both ends of the carrier 5, and the carrier 5 is operated forward or backward by winding up and driving one of the winches 15. A guide pulley 1B is provided within the manhole 2 to guide the wire loaf 16 toward the ground.

補修材4は、第4図に示すように、シート状の基材4a
と、基材4aの外面に塗布される止水材4bとからなり
、不良箇所Aを含む一定幅の管壁内面に沿って接合され
ることにより止水を行う。
As shown in FIG. 4, the repair material 4 is a sheet-like base material 4a.
and a water stop material 4b applied to the outer surface of the base material 4a, and are joined along the inner surface of the tube wall of a certain width including the defective area A to stop water.

つまり、管壁内面をライニングして止水する。基材4a
としては、ポリプロピレンやポリエステル繊維を素材と
する、厚さが2#前後の耐アルカリ性に優れた土木用の
不織布が用いられる。また、止水材4bとしては、湿潤
面での接着性に優れ、熱硬化性を有するエポキシ系接着
剤が用いられる。
In other words, the inner surface of the pipe wall is lined to stop water. Base material 4a
As the material, a non-woven fabric for civil engineering with excellent alkali resistance and having a thickness of around 2# is used, which is made of polypropylene or polyester fiber. Further, as the water stop material 4b, an epoxy adhesive having excellent adhesiveness on wet surfaces and having thermosetting properties is used.

不良箇所Aの不良状況や管路径にもよるが、基材4aは
40〜50cm前後の幅で、管路1の内直径より幾分長
めの長辺長さを有する矩形シート状に切断される。この
基材4aに止水材4bを塗布し、止水材4bが基材4a
内に充分に含浸され、しかも塗布面側に止水材4bの単
独層が形成されるようにして補修材4を形成する。
The base material 4a is cut into a rectangular sheet shape with a width of around 40 to 50 cm and a long side length slightly longer than the inner diameter of the pipe line 1, depending on the defect status of the defective point A and the diameter of the pipe line. . A water stop material 4b is applied to this base material 4a, and the water stop material 4b is applied to the base material 4a.
The repair material 4 is formed in such a way that it is sufficiently impregnated into the water and a single layer of the water stop material 4b is formed on the coated surface side.

第1図において、フレーム10の周回壁10aの中央寄
りに展張体7が被覆装着されている。展張体7はゴム成
形品からなり、円筒状の押圧壁7aと、押圧壁7aの開
口両端に連続して折りたたみ収納される側端壁7bと、
周回壁10aに密着外嵌する筒状のシール壁7Cとを一
連に形成する。
In FIG. 1, a spreading member 7 is attached to cover the circumferential wall 10a of the frame 10 near the center thereof. The expansion body 7 is made of a rubber molded product, and includes a cylindrical pressing wall 7a, and side end walls 7b that are folded and stored continuously at both ends of the opening of the pressing wall 7a.
A cylindrical seal wall 7C that tightly fits around the circumferential wall 10a is formed in series.

両端のシール壁7Cの外面をバンド20で締め付け固定
することにより、展張体7と周回壁10aとの間に密閉
された空室21が形成される。展張体7は第1図に示す
小径の待機状態と、第5図に示す大径に心服した作動状
態とに変形することができ、待機状態時には、押圧壁7
aの外直径が管路1の内直径より充分に小さくなるよう
に構成する。
By tightening and fixing the outer surfaces of the seal walls 7C at both ends with bands 20, a sealed cavity 21 is formed between the spreading body 7 and the circumferential wall 10a. The expandable body 7 can be deformed into a standby state with a small diameter shown in FIG. 1 and an operating state with a large diameter shown in FIG. 5. In the standby state, the pressing wall 7
The outer diameter of a is made to be sufficiently smaller than the inner diameter of the pipe line 1.

展張駆動手段8は地上に設置されたコンプレッサユニッ
ト22からなり、ホース23および継手24を介して空
室21に圧縮空気(加圧流体)を送給することにより、
展張体7を膨張変形させる。
The expansion drive means 8 consists of a compressor unit 22 installed on the ground, and by supplying compressed air (pressurized fluid) to the cavity 21 via a hose 23 and a joint 24,
The expandable body 7 is expanded and deformed.

25はホースリールである。25 is a hose reel.

以下、補修作業時の詳細手順を説明する。The detailed procedure for repair work will be explained below.

作業に先行して各ウィンチ15のワイヤローフ16と、
コンプレッサユニット22のホース23のそれぞれをキ
ャリア5に接続しておく。次いで待機状態にした展張体
7の外面に補修材4を巻き付け装着するが、第3図に示
すように、補修材4は基材4aの長手方向側端同士が内
外に重なり合い、しかも止水材4bが外面に露出する状
態で装着する。必要があれば補修材4を巻き付ける前に
、止水材4bの付着を防ぐ易水溶性の紙を展張体7に巻
装しておいてもよい。また、不良箇所Aがクラッタなど
の非周回状の局部不良である場合は、基材4aの重合位
置が不良箇所へと一致しないように基材4aを巻き付け
てあく。補修材4は止水材4bの粘着力によって巻付姿
勢を自己保持でき、キャリア5の移動に伴う振動等によ
って展張体7から脱落することはない。
Prior to the work, the wire loaf 16 of each winch 15,
Each of the hoses 23 of the compressor unit 22 is connected to the carrier 5. Next, the repair material 4 is wrapped and attached to the outer surface of the spreadable body 7 which is in a standby state, but as shown in FIG. Attach with 4b exposed to the outside. If necessary, before wrapping the repair material 4, easily water-soluble paper that prevents the adhesion of the water stop material 4b may be wrapped around the spreading body 7. Further, if the defective location A is a non-circular local defect such as clutter, the base material 4a is wrapped so that the overlapping position of the base material 4a does not coincide with the defective location. The repair material 4 can self-maintain its wrapped position due to the adhesive force of the water stop material 4b, and will not fall off from the spreading body 7 due to vibrations caused by the movement of the carrier 5.

上記のように、補修材4が装着されたキャリア5を前輪
11側から管路1内に装填し、前進側ウィンチ]5を起
動してキャリア5を不良箇所へと送り込む。このとき、
後退側のウィンチ15はワイヤロー116が自由に繰り
出されるようにしておく。ホース23も同様に引出し自
在にするが、キャリア5の移動距離が長い場合には、や
や押し込み気味に繰り出す。
As described above, the carrier 5 with the repair material 4 attached thereto is loaded into the conduit 1 from the front wheel 11 side, and the forward winch] 5 is activated to send the carrier 5 to the defective location. At this time,
The winch 15 on the retreating side allows the wire row 116 to be freely paid out. Similarly, the hose 23 can be freely drawn out, but if the moving distance of the carrier 5 is long, the hose 23 can be drawn out with a slight push.

検査装置の前後進を上記ウィンチ15で行う場合は、不
良箇所Aに対応してワイヤロー116に目印やマークを
付けておくことにより、キャリア5を正しく不良箇所A
まで前進移動できる。また、スタート位置から不良箇所
Aまでの距離が探査時に解っている場合は、巻取られる
ワイヤロープ16の邑を計測することにより、キャリア
5を不良箇所Aまで前進させて補修材4を不良箇所Aに
正しく対峙させることができる。
When moving the inspection device forward and backward using the winch 15, mark the wire row 116 corresponding to the defective point A so that the carrier 5 can be moved correctly to the defective point A.
You can move forward up to. In addition, if the distance from the starting position to the defective point A is known at the time of exploration, by measuring the distance of the wire rope 16 to be wound, the carrier 5 is advanced to the defective point A and the repair material 4 is moved to the defective point. A can be confronted correctly.

上記の状態で、ホース23を介して圧縮空気を空室21
に送給すると、展張体7の側端壁7bが径方向に伸び、
押圧壁7aは拡径変形する。同時に、補修材4も基材4
aの端縁の重なり幅が減少するように拡径変位し、遂に
は押圧壁7aが基材4aを管壁に押し付けて止水材4b
の層を密着させる。この状態を5ないし10分程度維持
して止水材4bを半硬化させる。
In the above state, compressed air is supplied to the empty space 21 through the hose 23.
, the side end wall 7b of the spreadable body 7 extends in the radial direction,
The pressing wall 7a is deformed to expand in diameter. At the same time, the repair material 4 is also
The diameter expands so that the overlapping width of the end edges of a decreases, and finally the pressing wall 7a presses the base material 4a against the pipe wall, and the water stop material 4b
make the layers stick together. This state is maintained for about 5 to 10 minutes to semi-harden the water stop material 4b.

この後、空室21への圧縮空気の供給を停止すると、展
張体7は自己の弾性で待機状態に復帰し、その押圧壁7
aが基材4aから離れて補修材4から分離する。この状
態で後進側のウィンチ15を巻き上げ運転して、キャリ
ア5を発進側マンボール2に回収し、止水作業を終了す
る。なお、両マンホール2間の管路1に複数の不良箇所
Aがある場合は、再び展張体7に補修材4を巻き付け装
着して、前述の要領で止水を行う。このように、本発明
の止水工法は、作業の対象となる区間管路内に複数の不
良箇所Aがある場合でも、止水作業を繰り返し行うこと
によって同時に補修でき、段取り換え等を必要とせず短
時間で作業を終了できる点で有利である。
After that, when the supply of compressed air to the empty chamber 21 is stopped, the expansion body 7 returns to the standby state by its own elasticity, and the pressing wall 7
a is separated from the base material 4a and separated from the repair material 4. In this state, the winch 15 on the reverse side is operated to wind up the carrier 5, and the carrier 5 is recovered to the man ball 2 on the starting side, and the water stoppage work is completed. In addition, if there are a plurality of defective points A in the pipe line 1 between both manholes 2, the repair material 4 is wrapped around the spread body 7 again and installed, and the water is stopped as described above. In this way, with the water shutoff method of the present invention, even if there are multiple defective points A in the section pipe to be worked on, it can be repaired at the same time by repeatedly performing water shutoff work, without the need for setup changes, etc. It is advantageous in that the work can be completed in a short time.

(ト〉変形例 第7図ないし第9図はそれぞれ変形例を示す。(g) Modification example FIGS. 7 to 9 each show modified examples.

第7図において、コンプレッサユニット22と空室21
とを結ぶ圧縮空気供給用のホース23の途中にヒータ2
7を設け、このヒータ27で加熱された圧縮空気を空室
21に送給することにより、止水材4bの硬化を促進す
る。空室21を区画する周回壁10aの一部には、加熱
済み空気を放出する小径の空気出口28を設ける。
In FIG. 7, the compressor unit 22 and the empty chamber 21
The heater 2 is installed in the middle of the compressed air supply hose 23 that connects the
7 is provided, and compressed air heated by this heater 27 is supplied to the cavity 21 to promote hardening of the water stop material 4b. A small diameter air outlet 28 for discharging heated air is provided in a part of the circumferential wall 10a that partitions the empty chamber 21.

このように、止水材4bの加熱を行う場合は、自然硬化
に要する時間の3分の1程度の時間で止水材4bを完全
に硬化することができる。
When the water stop material 4b is heated in this way, the water stop material 4b can be completely cured in about one third of the time required for natural hardening.

第8図は展張体7の変形例を示し、これでは、ゴム製の
チューブ29をフレーム10の周面に形成した螺旋溝3
0に巻き付けて展張体7を構成する。待機状態において
は、チューブ壁を三日月状に凹ませ、その外面に補修材
4を巻き付け装着する。この実施例では、チューブ29
の両端に供給路と回収路をそれぞれ接続することにより
、温水を循環状に供給して止水材4bの硬化を促進する
こともできる。
FIG. 8 shows a modification of the extension body 7, in which a rubber tube 29 is formed in a spiral groove 3 on the circumferential surface of the frame 10.
0 to form a stretched body 7. In the standby state, the tube wall is recessed into a crescent shape, and the repair material 4 is wrapped and attached to the outer surface of the tube wall. In this example, tube 29
By connecting a supply path and a recovery path to both ends of the water stop material 4b, hot water can be supplied in a circular manner to promote curing of the water stop material 4b.

第9図は展張体7の別の変形例を示す。これは、前記実
施例で説明した展張体7の押圧壁7aに、周方向一定間
隔おきにひだ状に屈曲する膨張型7dを設け、作動状態
時の押圧壁7aの拡径変形を容易化したものである。こ
れでは、作動状態時と待機状態時の直径差が大きい場合
でも、押圧壁7aを確実に管路1に圧接することができ
る。
FIG. 9 shows another modification of the spreading body 7. This is achieved by providing the pressing wall 7a of the expansion body 7 described in the above embodiment with expansion molds 7d that bend in a pleated manner at regular intervals in the circumferential direction, thereby facilitating the diameter expansion deformation of the pressing wall 7a during the operating state. It is something. With this, even if the difference in diameter between the operating state and the standby state is large, the pressing wall 7a can be reliably pressed against the conduit 1.

上記の実施例では、不良箇所Aの探査と止水作業を個別
に行う場合について説明したが、キャリア5に探傷用の
ビデオカメラを搭載しておけば、探傷作業と止水作業を
同時に行うこともできる。
In the above embodiment, the case where the inspection of the defective point A and the water shutoff work are performed separately was explained, but if the carrier 5 is equipped with a video camera for flaw detection, the flaw detection work and the water shutoff work can be performed at the same time. You can also do it.

また、キャリア5に自走用の移動手段6、例えばモータ
駆動の車輪や、油圧駆動のクローラ装置などを付加する
場合は、地上のウィンチ15を省略することもできる。
Furthermore, when a self-propelled moving means 6, such as motor-driven wheels or a hydraulically-driven crawler device, is added to the carrier 5, the winch 15 on the ground can be omitted.

展張体7はゴム膜を用いる以外に、待機状態に置いて周
方向に重なり合う複数の湾曲板材で形成することもでき
、この場合は、各湾曲板材を油圧シリンダやエアシリン
ダ等の展張駆動手段8で径方向外向きに突き出して、補
修材4を管壁に圧接固定する。
In addition to using a rubber membrane, the spreading body 7 can also be formed of a plurality of curved plates that overlap in the circumferential direction while in a standby state. In this case, each curved plate is moved by a spreading driving means 8 such as a hydraulic cylinder or an air cylinder. The repair material 4 is pressed and fixed to the pipe wall by protruding outward in the radial direction.

(チ)発明の詳細 な説明したように、この発明では、止水材4bが塗布さ
れた補修材4をキャリア5で不良箇所Aへ送込み、展張
体7を拡径することにより補修材4を管路1の内面に圧
接して止水を行うようなしたので、必要な箇所に限って
最小限の補修材4を用いるだけで補修を行うことができ
、補修に要する材料コストを大幅に低減できる。また、
止水作業に要する移動手段6や展張駆動手段8などの作
業支援機器数を減らし、同時に機器操作に必要な作業人
員を削減できるので、全体として止水作業の施工コスト
を著しく低減できる。
(H) As described in detail of the invention, in this invention, the repair material 4 coated with the water stop material 4b is sent to the defective area A by the carrier 5, and the diameter of the spread body 7 is expanded. Since it is pressed against the inner surface of the pipe line 1 to stop water, it is possible to carry out repairs by using the minimum amount of repair material 4 only in the necessary areas, significantly reducing the material cost required for repairs. Can be reduced. Also,
It is possible to reduce the number of work support devices such as the moving means 6 and the expansion drive means 8 required for water stoppage work, and at the same time reduce the number of workers required to operate the equipment, so that the construction cost of water stoppage work can be significantly reduced as a whole.

また、キャリア5の送り込みおよび回収と、不良箇所A
における補修材4の貼り付けだけで止水を行うことがで
きるので、従来の止水工法に比べて事前や事後の補助作
業を省略して、作業を簡単に行うことができる。
In addition, the feeding and recovery of the carrier 5, and the defective location A
Since water can be stopped simply by pasting the repair material 4 in , the work can be easily performed by omitting preliminary and subsequent auxiliary work compared to conventional water stopping construction methods.

さらに、必要箇所に限って補修材4を貼り付けるだけで
あるので、補修材4の貼り付けに要する時間はもちろん
のこと、止水材4bの硬化に要する時間も短くでき、全
体として施工開始から完了に至る時間を短縮して管路1
の供用を速やかに行うことができる。
Furthermore, since the repair material 4 is only pasted in the necessary areas, the time required for pasting the repair material 4 as well as the time required for curing of the water stop material 4b can be shortened, and the overall time required to cure the water stop material 4b can be shortened. Conduit 1 by shortening the time to completion
can be put into service promptly.

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

第1図ないし第6図はこの発明の実施例を示し、第1図
は止水装置要部の縦断面図、第2図は第1図における■
−■線断面図、第3図は第1図における■−■線断面図
、第4図は補修材の断面図、第5図は展張体の作動状態
を示す縦断面図、第6図は止水装置の全容を概念的に示
す説明図である。 第7図ないし第9図はそれぞれ変形例を示し、第7図は
キャリア要部の縦断面図、第8図は展張体の縦断正面図
、第9図は展張体の縦断側面図である。
1 to 6 show embodiments of the present invention, FIG. 1 is a longitudinal sectional view of the main part of the water stop device, and FIG.
3 is a sectional view taken along the line ■-■ in FIG. FIG. 2 is an explanatory diagram conceptually showing the entire structure of the water stop device. 7 to 9 show modified examples, respectively, with FIG. 7 being a longitudinal sectional view of the main part of the carrier, FIG. 8 being a longitudinal sectional front view of the spreading body, and FIG. 9 being a longitudinal sectional side view of the spreading body.

Claims (6)

【特許請求の範囲】[Claims] (1)管路1内を移動可能なキャリア5の外面に、大小
に径変化する展張体7が周回状に設けられており、 シート状の補修材4を、小径の待機状態にある展張体7
の外面に巻き付け装着し、 キャリア5を移動手段6で不良箇所Aへ送込んで補修材
4を不良箇所Aに対峙させ、 展張体7を大径の作動状態に拡径変化させて補修材4を
管路1の内面に圧接固定することを特徴とする既設管路
の止水工法。
(1) On the outer surface of the carrier 5 which is movable within the conduit 1, a spreading body 7 whose diameter changes in size is provided in a circular manner, and the sheet-shaped repair material 4 is transferred to the spreading body 7 with a small diameter in a standby state. 7
The carrier 5 is sent to the defective area A using the moving means 6 to make the repair material 4 face the defective area A, and the expanded body 7 is expanded to a large diameter operating state to remove the repair material 4. A water stop construction method for an existing pipeline, characterized by fixing the water to the inner surface of the pipeline 1 by pressure.
(2)補修材4がシート状の基材4aとその外面に塗布
された止水材4bとからなり、補修材4を、小径の待機
状態にある展張体7の外面に、基材4aの側端同士が重
なり合い、かつ止水材4bが外面に露出する状態で巻き
付け装着した請求項1に記載の既設管路の止水方法。
(2) The repair material 4 is composed of a sheet-like base material 4a and a waterproof material 4b applied to the outer surface of the base material 4a. 2. The method for stopping water in an existing pipe according to claim 1, wherein the water stopping material 4b is wrapped around the material so that the side ends overlap each other and the water stopping material 4b is exposed to the outside.
(3)管路1内を移動して補修材4を不良箇所Aへ移送
するキャリア5と、 キャリア5を移動操作する移動手段6と、 キャリア5の外面に周回状に配置され、大小に径変化す
る展張体7と、 展張体7を小径の待機状態と大径の作動状態との間で径
変更操作する展張駆動手段8とを備えており、 シート状の補修材4を、小径の待機状態にある展張体7
の外面に巻き付け装着し、 不良箇所Aにおいて展張体7を展張駆動手段8で大径に
径変化させて、補修材4を管路1の内面に圧接固定する
よう構成した既設管路の止水装置。
(3) A carrier 5 that moves within the conduit 1 to transfer the repair material 4 to the defective location A, a moving means 6 that moves and operates the carrier 5, and a carrier 5 that is arranged in a circumferential manner on the outer surface of the carrier 5 and has a diameter of large and small diameters. It is equipped with a spreading body 7 that changes, and a spreading drive means 8 that changes the diameter of the spreading body 7 between a small diameter standby state and a large diameter operating state, and the sheet-shaped repair material 4 is moved between a small diameter standby state and a large diameter operating state. Expanded body 7 in state
The repair material 4 is fixed to the inner surface of the pipe 1 by wrapping it around the outer surface of the pipe 1, changing the diameter of the spreading member 7 to a larger diameter at the defective point A using the spreading drive means 8, and fixing the repair material 4 to the inner surface of the pipe 1. Device.
(4)補修材4がシート状の基材4aとその外面に塗布
された止水材4bとからなり、補修材4を、小径の待機
状態にある展張体7の外面に、基材4aの側端同士が重
なり合い、かつ止水材4bが外面に露出する状態で巻き
付け装着した請求項3に記載の既設管路の止水装置。
(4) The repair material 4 consists of a sheet-like base material 4a and a waterproof material 4b applied to the outer surface of the base material 4a, and the repair material 4 is applied to the outer surface of the small-diameter spread body 7 in a standby state. 4. The water stop device for an existing pipe according to claim 3, wherein the water stop device is wound around the water stop material 4b so that the side ends overlap each other and the water stop material 4b is exposed to the outside.
(5)キャリア5が筒状の周回壁10aを有し、この周
回壁10aの外面にゴム製の展張体7を周回状に装着し
て、展張体7と周回壁10aとの間に密閉された空室2
1を形成し、展張駆動手段8で発生させた加圧流体を前
記空室21に供給して、展張体7を大径の作動状態に径
変化させるように構成した請求項3または4に記載の既
設管路の止水装置。
(5) The carrier 5 has a cylindrical circumferential wall 10a, and the rubber expansible body 7 is attached to the outer surface of the circumferential wall 10a in a circumferential manner, so that the space between the expansible body 7 and the circumferential wall 10a is sealed. vacant room 2
1 , and a pressurized fluid generated by the expansion drive means 8 is supplied to the cavity 21 to change the diameter of the expansion body 7 to a larger diameter operating state. Water stop device for existing pipelines.
(6)止水材4bが熱硬化性のプラスチック材からなり
、空室21に供給される加圧流体が止水材4bの硬化促
進温度に加温してある請求項3ないし5のいずれかに記
載の既設管路の止水装置。
(6) Any one of claims 3 to 5, wherein the water stop material 4b is made of a thermosetting plastic material, and the pressurized fluid supplied to the cavity 21 is heated to a temperature that promotes curing of the water stop material 4b. A water stop device for existing pipelines as described in .
JP22798789A 1989-09-01 1989-09-01 Method and device for water stopping in existing pipeline Pending JPH0390758A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22798789A JPH0390758A (en) 1989-09-01 1989-09-01 Method and device for water stopping in existing pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22798789A JPH0390758A (en) 1989-09-01 1989-09-01 Method and device for water stopping in existing pipeline

Publications (1)

Publication Number Publication Date
JPH0390758A true JPH0390758A (en) 1991-04-16

Family

ID=16869390

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22798789A Pending JPH0390758A (en) 1989-09-01 1989-09-01 Method and device for water stopping in existing pipeline

Country Status (1)

Country Link
JP (1) JPH0390758A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06341163A (en) * 1993-06-02 1994-12-13 Fumito Hinuma Device for repairing inside of pipe
JPH0827888A (en) * 1994-07-12 1996-01-30 Hokkaido Green Maintenance:Kk Mender for lateral sewer or sub-pipe and mending method therefor
KR100439208B1 (en) * 2001-09-20 2004-07-03 모악개발 주식회사 Grouting/lining apparatus and method of injection and forming type for pipe nonexcavation
JP2013113602A (en) * 2011-11-25 2013-06-10 Hitachi-Ge Nuclear Energy Ltd Apparatus and method for injecting water cut-off agent

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06341163A (en) * 1993-06-02 1994-12-13 Fumito Hinuma Device for repairing inside of pipe
JPH0827888A (en) * 1994-07-12 1996-01-30 Hokkaido Green Maintenance:Kk Mender for lateral sewer or sub-pipe and mending method therefor
JP2537471B2 (en) * 1994-07-12 1996-09-25 株式会社北海道グリーンメンテナンス Repair device for mounting pipe or auxiliary pipe and its repair method
KR100439208B1 (en) * 2001-09-20 2004-07-03 모악개발 주식회사 Grouting/lining apparatus and method of injection and forming type for pipe nonexcavation
JP2013113602A (en) * 2011-11-25 2013-06-10 Hitachi-Ge Nuclear Energy Ltd Apparatus and method for injecting water cut-off agent

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