JPH083351B2 - Method for perforating branch pipe opening after pipe lining and water stopcock used therefor - Google Patents
Method for perforating branch pipe opening after pipe lining and water stopcock used thereforInfo
- Publication number
- JPH083351B2 JPH083351B2 JP63016386A JP1638688A JPH083351B2 JP H083351 B2 JPH083351 B2 JP H083351B2 JP 63016386 A JP63016386 A JP 63016386A JP 1638688 A JP1638688 A JP 1638688A JP H083351 B2 JPH083351 B2 JP H083351B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- branch pipe
- opening
- lining
- resonator
- 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.)
- Expired - Fee Related
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Pipe Accessories (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、地下もしくは建物内に配管された老朽化し
た下水管、水道管、ガス管などを新設管でライニングし
た後に枝管の開口部を穿孔するための穿孔方法及びそれ
に用いられる止水栓に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to an opening of a branch pipe after lining an aged sewer pipe, water pipe, gas pipe, etc. piped underground or in a building with a new pipe. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a perforation method for perforating water and a water stopcock used therefor.
(従来の技術) 近時、老朽化した下水管などを再生させて新設管を布
設するために、例えば更生管工法と呼ばれているライニ
ング工法が用いられている。(Prior Art) Recently, for example, a lining construction method called a rehabilitation pipe construction method is used to regenerate an old sewer pipe and lay a new pipe.
この更生管工法とは、合成樹脂製の帯状体をスパイラ
ル状に巻きながら更新管として既設管内に製管してライ
ニングし、更新管と既設管と隙間に裏込剤を注入する工
法であるが、取付管(枝管)を有する既設管にそのよう
な更生管工法を採用した場合、前記裏込剤を注入した
後、枝管用の貫通穴を穿孔しなければならない。This rehabilitation pipe construction method is a method in which a synthetic resin strip is wound in a spiral shape to form a renewal pipe into an existing pipe and lining it, and a backing agent is injected into the gap between the renewal pipe and the existing pipe. When such a rehabilitating pipe construction method is adopted for an existing pipe having an attachment pipe (branch pipe), a through hole for a branch pipe must be drilled after injecting the backing agent.
従来、既設管が鉄などの磁性体で作られている場合に
は磁気センサを利用して枝管の開口部を検出し、更新管
内から枝管用の貫通穴を穿孔する方法が提案されている
(例えば、特開昭56−127420号公報参照)。Conventionally, when the existing pipe is made of a magnetic material such as iron, a method has been proposed in which a magnetic sensor is used to detect the opening of the branch pipe and a through hole for the branch pipe is drilled from within the renewal pipe. (See, for example, JP-A-56-127420).
(発明が解決しようとする課題) しかしながら、既設管がいわゆるヒューム管等のコン
クリート材からなる非磁性体で構成されていると、上述
した磁気センサを用いた穿孔方法を適用することができ
ない。(Problems to be Solved by the Invention) However, if the existing pipe is made of a non-magnetic material made of a concrete material such as a so-called fume pipe, the above-described drilling method using the magnetic sensor cannot be applied.
これに対し、枝管内に穿孔機を挿入して、枝管側から
穿孔する方法も考えられるが、下水更生管の施工におい
ては、枝管の配管状況によって穿孔機の挿入が困難な場
合がある。On the other hand, it is possible to insert a perforator into the branch pipe and perform perforation from the branch pipe side, but in the construction of the sewer rehabilitation pipe, it may be difficult to insert the perforator depending on the piping condition of the branch pipe. .
(課題を解決するための手段) 本発明の管内ライニング後の枝管開口部の穿孔方法
は、アンテナコイルと共振体とから構成され該共振体を
励振する励振信号によって振動し、また該励振信号の停
止後は前記アンテナコイルから前記共振体に残留してい
る共振信号を放出する位置探知用マーカーが枝管管軸と
略同心状となる位置に配設されてなる止水栓をライニン
グ前に枝管開口部に挿着し、ライニングの後、本管内に
前記共振信号を検知するアンテナ台車を走行させて前記
位置探知用マーカーの位置を探知し、該マーカーの位置
を目標にして穿孔手段を駆動して前記枝管開口部を本管
側から穿孔するものである。(Means for Solving the Problem) A method of punching a branch pipe opening after pipe lining according to the present invention vibrates by an excitation signal that is composed of an antenna coil and a resonator and that excites the resonator, and the excitation signal. After stopping, the position-stopping marker that emits the resonance signal remaining in the resonator from the antenna coil is placed at a position substantially concentric with the branch pipe axis before the lining. After inserting into the branch pipe opening and after lining, an antenna carriage for detecting the resonance signal is run inside the main pipe to detect the position of the position detection marker, and the piercing means is aimed at the position of the marker. It drives and perforates the said branch pipe opening part from the main pipe side.
本管内を走行させるアンテナ台車は、例えばマーカー
の共振体に対して励振信号を送る送信用アンテナとして
だけでなく、共振体の共振振動に基づく共振信号を受信
する受信用アンテナとしての機能を有する場合の他に、
マーカー側に共振体の励振手段を設けている場合には、
アンテナ台車は受信用アンテナとしての機能のみを有す
ればよい。In the case where the antenna carriage running in the main pipe has a function not only as a transmitting antenna that sends an excitation signal to the marker resonator but also as a receiving antenna that receives a resonance signal based on the resonance vibration of the resonator. Others,
When the excitation means of the resonator is provided on the marker side,
The antenna carriage need only have a function as a receiving antenna.
また、本発明の止水栓は、枝管開口部に挿着される止
水栓において、アンテナコイルと共振体とから構成され
該共振体を励振する励振信号によって振動し、該励振信
号の停止後は前記アンテナコイルから前記共振体に残留
している共振信号を放出する位置探知用マーカーが、前
記枝管管軸と略同心状となる位置に配設されたものであ
る。Further, the water stopcock of the present invention is, in the water stopcock inserted into the branch pipe opening portion, composed of an antenna coil and a resonator, vibrates by an excitation signal for exciting the resonator, and stops the excitation signal. After that, a position detecting marker for emitting a resonance signal remaining in the resonator from the antenna coil is arranged at a position substantially concentric with the branch pipe axis.
(作用) アンテナ台車が送信用だけでなく受信用としても作用
する場合について説明する。すなわち、ライニング後の
本管内にアンテナ台車を走行させて、励振信号を発信す
ると、ライニング前に枝管開口部に挿入した止水栓に設
けている位置探知用マーカーの共振体が振動する。この
共振体の共振信号はアンテナから送信されるので、これ
をアンテナ台車が受信して、例えば共振信号の信号レベ
ルの極大位置を位置探知用マーカーの位置として検出す
る。そして、このマーカー位置を目標にして穿孔手段を
駆動して枝管開口部を本管側から穿孔する。(Operation) A case will be described in which the antenna carriage functions not only for transmission but also for reception. That is, when the antenna carriage is run inside the main pipe after lining and the excitation signal is transmitted, the resonator of the position detection marker provided in the water stopcock inserted into the branch pipe opening before lining vibrates. Since the resonance signal of the resonator is transmitted from the antenna, the antenna carriage receives the resonance signal and detects, for example, the maximum position of the signal level of the resonance signal as the position of the position detection marker. Then, targeting this marker position, the perforation means is driven to perforate the branch pipe opening from the main pipe side.
(実施例) 以下、本発明の実施例について図面を参照して説明す
る。(Example) Hereinafter, the Example of this invention is described with reference to drawings.
本発明の穿孔方法では、ライニング前に位置探知用マ
ーカー14を配設した止水栓1を枝管Aの開口部に挿着す
る工程と、既設管2の内周面を新たにライニングする工
程と、ライニング後に前記マーカー位置を検出して枝管
開口部を本管B側から穿孔する工程を含んでいる。In the perforation method of the present invention, a step of inserting the water stopcock 1 in which the position detecting marker 14 is arranged in the opening of the branch pipe A before the lining, and a step of newly lining the inner peripheral surface of the existing pipe 2 Then, the step of detecting the marker position after lining and punching the branch pipe opening from the main pipe B side is included.
まず、止水栓1の挿着工程について、第1図を参照し
て説明する。First, the step of inserting the water stopcock 1 will be described with reference to FIG.
第1図において、この挿着工程に使用される止水栓セ
ット用ロボット3は、自動走行手段を備えたロボット本
体4に、水平方向を中心軸とした回転可能な駆動部5が
取付けられたものである。駆動部5にはシリンダ6が設
けられ、このシリンダ6のシリンダヘッド7は、前記駆
動部5の回転が停止された位置において既設管2の内周
面をその径方向に押圧することができる構成である。In FIG. 1, a water stop cock setting robot 3 used in this inserting step has a robot main body 4 equipped with an automatic traveling means, and a drive unit 5 rotatable about a horizontal axis as a central axis. It is a thing. The drive unit 5 is provided with a cylinder 6, and the cylinder head 7 of the cylinder 6 can press the inner peripheral surface of the existing pipe 2 in the radial direction at the position where the rotation of the drive unit 5 is stopped. Is.
前記止水栓1は、第2図に拡大して示すように、スチ
ロール、ウレタンなどの発泡体を材料としたもので、本
例では枝管Aの内周形状と同じ形状の円盤状の止水本体
8と、該止水本体8の周囲から垂下する脚片9と、該脚
片9の先端に形成された鍔部10とからなる帽子形状にな
されている。ここで、この脚片9で囲まれた凹部11は前
記シリンダヘッド7が挿着される部分となる。As shown in the enlarged view of FIG. 2, the water stopcock 1 is made of a foam material such as styrene and urethane, and in this example, it is a disc-shaped stopper having the same shape as the inner peripheral shape of the branch pipe A. The water main body 8, a leg piece 9 hanging down from the periphery of the water stop main body 8, and a collar portion 10 formed at the tip of the leg piece 9 have a hat shape. Here, the recess 11 surrounded by the leg pieces 9 is a portion into which the cylinder head 7 is inserted.
なお、本発明で使用される止水栓1は、更新管16と共
に穿孔されて破壊されてしまうものであるので、独立気
泡を有した中実の発泡体からなる安価なものが好ましい
が、例えば非発泡性樹脂からなる中空、中実もしくは腕
形状のものであってもよい。Since the water stopcock 1 used in the present invention is perforated and destroyed together with the renewal pipe 16, an inexpensive one made of a solid foam having closed cells is preferable. It may be a hollow, solid or arm-shaped one made of non-foaming resin.
前記止水本体8の中央部であって、この止水本体8が
枝管Aの開口部に挿着された時に、枝管Aの管軸と略同
心状となる位置には位置探知用マーカー14が埋め込まれ
ている。この位置探知用マーカー14は、アンテナコイル
と共振体とから構成されたもので、この共振体として
は、例えば水晶振動子等の圧電振動体が用いられる。こ
のように、共振体に圧電振動体を用いた場合、これに蓄
積されるエネルギー量が多いため、励振信号に対する共
振信号を大きくとることができ、アンテナコイルの巻数
をせいぜい数回とすることができ、マーカー14自体を小
型化することができる。なお、位置探知用マーカー14
は、一般的なLC共振回路で構成されていてもよい。とこ
ろで、このようになる位置探知用マーカー14は、必ずし
も止水本体8の中央部に埋め込まれていなければならな
いものではなく、枝管Aの管軸と略同心状となる位置に
あれば、止水本体8の頭部又は底部に貼着されていても
よい。A position detecting marker at a central portion of the water stop main body 8 at a position substantially concentric with the pipe axis of the branch pipe A when the water stop main body 8 is inserted into the opening of the branch pipe A. 14 is embedded. The position detecting marker 14 is composed of an antenna coil and a resonator. As the resonator, for example, a piezoelectric vibrating body such as a crystal oscillator is used. As described above, when the piezoelectric vibrating body is used as the resonator, a large amount of energy is accumulated in the vibrating body, so that the resonance signal with respect to the excitation signal can be large, and the number of turns of the antenna coil can be several at most. Therefore, the marker 14 itself can be downsized. In addition, the position detection marker 14
May be composed of a general LC resonance circuit. By the way, the position detecting marker 14 as described above does not necessarily have to be embedded in the central portion of the water blocking main body 8, and if it is in a position substantially concentric with the pipe axis of the branch pipe A, It may be attached to the head or bottom of the water body 8.
また、本例では前記止水栓セット用ロボット3は索引
ワイヤ3aを介してテレビカメラ車15に接続されており、
枝管Aの開口部の画像はこのテレビカメラ車15で撮影さ
れて地上まで送られる。そして、地上にいる作業者がこ
の画像を確認しながら、止水栓セット用ロボット3の走
行駆動及び前記シリンダ6の駆動を制御する。Further, in this example, the water stop cock setting robot 3 is connected to the television camera car 15 through the index wire 3a,
The image of the opening of the branch pipe A is taken by the TV camera car 15 and sent to the ground. Then, the operator on the ground controls the traveling drive of the water stop cock setting robot 3 and the drive of the cylinder 6 while checking this image.
そして、止水栓セット用ロボット3のシリンダヘッド
7に止水栓1の前記凹部11を嵌入して、テレビカメラ車
15とともにライニング前の既設管2内を走行させて枝管
Aの開口部をテレビカメラ車15で撮影する。作業者は、
このテレビカメラ車15で撮影された画像を基に枝管Aの
開口部を検出する。この開口部の検出位置に止水栓セッ
ト用ロボット3の駆動部5を移動し、シリンダヘッド7
をシリンダ6の作動により伸張させてこの止水栓1をセ
ットする。このとき、枝管Aの開口部は管頂部にない場
合があるので、駆動部5を遠隔にて適宜回動操作しなが
ら走行させる。なお、止水栓1は枝管A側からロープ等
で吊り下げて挿着してもよく、この場合には、止水栓1
は膨張可能タイプのものである必要があり、縮径状態に
ある止水栓1を所定箇所まで到達させた後、空気等の流
体を送り込んで拡径させたり、あるいは止水本体8を構
成する水膨張性樹脂に注水することにより拡径させる必
要がある。Then, the recess 11 of the water stopcock 1 is fitted into the cylinder head 7 of the water stopcock setting robot 3, and a television camera vehicle is installed.
The inside of the existing pipe 2 before lining is run with 15 and the opening of the branch pipe A is photographed by the TV camera car 15. The worker
The opening of the branch pipe A is detected based on the image taken by the television camera car 15. The drive unit 5 of the water stop cock setting robot 3 is moved to the detection position of this opening, and the cylinder head 7 is moved.
Is extended by the operation of the cylinder 6 to set the water stopcock 1. At this time, since the opening of the branch pipe A may not be located at the top of the pipe, the drive unit 5 is run while appropriately turning the drive unit remotely. The water stopcock 1 may be hung by a rope or the like from the side of the branch pipe A and inserted, and in this case, the water stopcock 1
Needs to be an expandable type, and after reaching the predetermined position of the water stopcock 1 in a reduced diameter state, a fluid such as air is fed to expand the diameter, or the water stop main body 8 is configured. It is necessary to expand the diameter by pouring water into the water-swellable resin.
第3図は、更生管工法によってライニングした後の状
態を示している。すなわち、16は更新管、17は既設管2
と更新管16との間に注入されたモルタルなどからなる裏
込剤である。この更生管工法を用いた場合には、枝管A
の開口部の隙間にも裏込剤17が注入されるとともに該裏
込剤17が止水栓1を枝管A側へ押し上げるので、止水栓
1が枝管Aの開口部を強固に密閉して水漏れが防止さ
れ、また、裏込剤17が枝管A側に漏れることがない。FIG. 3 shows a state after lining by the rehabilitation pipe construction method. That is, 16 is a renewal pipe and 17 is an existing pipe 2.
It is a backing agent composed of mortar or the like injected between the renewal tube 16 and the renewal tube 16. When this rehabilitation pipe construction method is used, the branch pipe A
Since the backing agent 17 is injected into the gap between the openings of the branching agent and the backing agent 17 pushes up the water stopcock 1 to the side of the branch pipe A, the water stopcock 1 tightly seals the opening of the branch pipe A. Therefore, water leakage is prevented, and the backing agent 17 does not leak to the side of the branch pipe A.
第4図は、ライニング後に前記マーカー14の位置を検
出して枝管Aの開口部を穿孔する工程を説明する図であ
る。この工程に使用される位置探知・穿孔用ロボット18
は、前記止水栓セット用ロボット3と同様に、自動走行
手段を備えたロボット本体19と駆動部20とで構成されて
いる。この駆動部20は、回転ヘッド22を備え、該回転ヘ
ッド22の一端側にアンテナ23が取付けられ、他端側にコ
ーン状の超鋼刃物からなる穿孔カッタ24が取付けられて
いる。アンテナ23は送信モードと受信モードが設定周期
で適宜切換えられ、このときそれぞれのモードに対応す
る信号処理回路(図示省略)に接続される。テレビカメ
ラ車21aは穿孔工程を監視するためのものであり、地上
に配置した測定装置21bはアンテナ23の受信特性をグラ
フ表示等するものである。なお、前記穿孔カッタ24はウ
ォータジェット装置等の他の穿孔装置であってもよい。FIG. 4 is a diagram for explaining the process of detecting the position of the marker 14 and piercing the opening of the branch pipe A after lining. Position detection / drilling robot used in this process 18
Like the robot 3 for setting the water stopcock, is composed of a robot main body 19 equipped with automatic traveling means and a drive unit 20. The drive unit 20 includes a rotary head 22, an antenna 23 is attached to one end of the rotary head 22, and a perforated cutter 24 made of a cone-shaped super steel blade is attached to the other end. The antenna 23 is appropriately switched between a transmission mode and a reception mode at a set cycle, and at this time, it is connected to a signal processing circuit (not shown) corresponding to each mode. The TV camera car 21a is for monitoring the drilling process, and the measuring device 21b arranged on the ground is for displaying the reception characteristics of the antenna 23 in a graph. The punch cutter 24 may be another punch device such as a water jet device.
しかして、送信モードの時のアンテナ23からは、前記
位置探知用マーカー14を構成する共振体を励振させる励
振信号が発信され、このアンテナ23が位置探知・穿孔用
ロボット18の移動に伴って移動する。そして、このアン
テナ23が位置探知用マーカー14の取付位置(止水栓1の
挿着位置)に接近すると、位置探知用マーカー14の共振
体は一定の共振周波数で振動し、この振動レベルに対応
した共振信号がアンテナコイルから送信される。このと
き、前記アンテナ23が受信モードに切換わるとともに、
回転ヘッド22を作動して駆動部20を回転させ、アンテナ
23の受信レベルが極大な位置を検出し、この位置で回転
ヘッド22の作動を一時停止する。この後、この回転ヘッ
ド22を180度回転させて、穿孔カッタ24をこの受信レベ
ルが極大な位置、すなわち位置探知用マーカー14の存在
位置に向ける(第6図参照)。そして、穿孔を開始する
(第5図参照)。この穿孔工程時において、前記止水栓
1は破壊されて更新管16内へ流される。なお、第6図に
おいて符号26,27は、前記回転ヘッド22を更新管16内で
支持するための支持足を示している。Then, in the transmission mode, the antenna 23 transmits an excitation signal for exciting the resonator forming the position-finding marker 14, and the antenna 23 moves along with the movement of the position-finding / drilling robot 18. To do. Then, when the antenna 23 approaches the mounting position of the position detection marker 14 (the insertion position of the water stopcock 1), the resonator of the position detection marker 14 vibrates at a constant resonance frequency and corresponds to this vibration level. The generated resonance signal is transmitted from the antenna coil. At this time, while the antenna 23 is switched to the reception mode,
The rotary head 22 is operated to rotate the drive unit 20,
The position where the reception level of 23 is maximum is detected, and the operation of the rotary head 22 is temporarily stopped at this position. After that, the rotary head 22 is rotated 180 degrees to direct the punching cutter 24 to the position where the reception level is maximum, that is, the position detecting marker 14 is present (see FIG. 6). Then, punching is started (see FIG. 5). During this perforation step, the water stopcock 1 is destroyed and poured into the renewal pipe 16. In FIG. 6, reference numerals 26 and 27 indicate supporting feet for supporting the rotary head 22 in the renewal pipe 16.
第7図は、止水栓1の他の実施例を示し、円柱状の止
水栓本体28の中央上部に小径からなる円柱状の突部29を
形成し、この突部29に位置探知用マーカー30のアンテナ
コイルを挿着したものである。またこの場合、枝管Aの
内周面は、止水栓本体28の外周面に高さ方向に間隔をお
いて設けた止水リング31によって止水効果が高められて
いる。この他に止水栓本体28を蛇腹体で構成してもよ
い。FIG. 7 shows another embodiment of the water stopcock 1, in which a cylindrical projecting portion 29 having a small diameter is formed in the upper central portion of a cylindrical waterstop body 28, and this projecting portion 29 is used for position detection. The antenna coil of the marker 30 is inserted. Further, in this case, the inner wall surface of the branch pipe A is enhanced in water blocking effect by the water blocking ring 31 provided on the outer circumferential surface of the water blocking plug body 28 at intervals in the height direction. In addition to this, the water stop cock body 28 may be formed of a bellows body.
なお、本例では、ライニング方法として更生管工法の
場合を例示したが、これに限るものでなく、マンホール
32の開口部分をさらに大きく開削して新設管を地中まで
直接降ろし、この新設管を順次横送りするライニング方
法や、いわゆる反転工法(例えば、特開昭55−15852号
公報参照)においても適用できる。また、位置探知・穿
孔用ロボット18に取付けたアンテナ23と穿孔カッタ24の
配置関係は上述した実施例に限定するものでなく、位置
探知・穿孔用ロボット18の前後に離れて設けてもよく、
さらに位置探知用ロボットと穿孔用ロボットの2台のロ
ボットで構成してもよい。In addition, in this example, the case of the rehabilitation pipe construction method is exemplified as the lining method, but the present invention is not limited to this, and the manhole
Also applied to the so-called reversal method (for example, Japanese Patent Laid-Open No. 55-15852), which is a lining method in which the opening of 32 is further excavated and the new pipe is directly lowered into the ground, and the new pipe is sequentially fed laterally. it can. Further, the positional relationship between the antenna 23 attached to the position detection / drilling robot 18 and the hole cutter 24 is not limited to the above-described embodiment, and may be provided separately before and after the position detection / drilling robot 18,
Further, it may be composed of two robots, a position detecting robot and a punching robot.
(発明の効果) 以上述べたように、本発明方法によれば、ライニング
後の枝管の開口部を本管側から正確に検知して穿設する
ことができる。また、本発明の止水栓を用いれば、アン
テナ台車と併用することにより枝管の開口部を本管側か
ら正確に探知することができる。(Effect of the Invention) As described above, according to the method of the present invention, the opening of the branch pipe after lining can be accurately detected and drilled from the main pipe side. Further, by using the water stopcock of the present invention, the opening of the branch pipe can be accurately detected from the main pipe side by using it together with the antenna carriage.
第1図は本発明に係る管内ライニング後の枝管開口部の
穿孔方法において止水栓のセット工程に使用されるロボ
ット等を示す既設管内の断面図、第2図は止水栓の挿着
状態を示す断面図、第3図はライニング後の状態を示す
管内断面図、第4図は枝管の開口部の探知及び穿孔工程
に使用されるロボット等を示す管内断面図、第5図は穿
孔時の状態を示す管内断面図、第6図は穿孔を開始する
直前の状態を示す管内断面図、第7図は止水栓の他の実
施例を示す断面図である。 A……枝管、B……本管 1……止水栓、2……既設管 3……止水栓セット用ロボット 14……位置探知用マーカー、16……更新管 17……裏込剤 18……位置探知・穿孔用ロボット 23……アンテナ、24……穿孔カッタFIG. 1 is a cross-sectional view of an existing pipe showing a robot or the like used in the step of setting a water stopcock in the method for boring a branch pipe opening after pipe lining according to the present invention, and FIG. Fig. 3 is a sectional view showing the state, Fig. 3 is a sectional view of the inside of the pipe showing the state after lining, Fig. 4 is a sectional view of the inside of the pipe showing a robot or the like used for detecting and perforating the opening of the branch pipe, and Fig. 5 is FIG. 6 is a sectional view of the inside of the pipe showing the state at the time of perforation, FIG. 6 is a sectional view of the inside of the pipe showing the state immediately before the start of perforation, and FIG. 7 is a sectional view showing another embodiment of the water stopcock. A ... Branch pipe, B ... Main pipe 1 ... Water stopcock, 2 ... Existing pipe 3 ... Waterstop set robot 14 ... Position detection marker, 16 ... Update pipe 17 ... Backfill Agent 18 …… Robot for position detection / drilling 23 …… Antenna, 24 …… Drilling cutter
Claims (2)
該本管を更生するに際し、ライニングによって閉塞され
た前記枝管の開口部を本管側から穿孔する方法であっ
て、アンテナコイルと共振体とから構成され該共振体を
励振する励振信号によって、励振し、また該励振信号の
停止後は前記アンテナコイルから前記共振体に残留して
いる共振信号を放出する位置探知用マーカーが枝管管軸
と略同心状となる位置に配設されてなる止水栓をライニ
ング前に枝管開口部に挿着し、ライニングの後、本管内
に前記共振信号を探知するアンテナ台車を走行させて前
記位置探知用マーカーの位置を探知し、該マーカーの位
置を目標にして穿孔手段を駆動して前記枝管開口部を本
管側から穿孔することを特徴とする管内ライニング後の
枝管開口部の穿孔方法。1. A method of piercing an opening of the branch pipe closed by the lining from the main pipe side when lining the inside of the main pipe having a branch pipe to rehabilitate the main pipe, the antenna coil A position detecting marker that is excited by an excitation signal that is composed of a resonator and a resonator and that emits a resonance signal remaining in the resonator from the antenna coil after the excitation signal is stopped. Insert a water stopcock located approximately concentrically with the branch pipe axis into the branch pipe opening before lining, and after lining, run an antenna truck that detects the resonance signal inside the main pipe. And detecting the position of the position-detecting marker, and driving the perforating means with the position of the marker as a target to perforate the branch pipe opening from the main pipe side. How to drill an opening .
アンテナコイルと共振体とから構成され該共振体を励振
する励振信号によって励振し、また該励振信号の停止後
は前記アンテナコイルから前記共振体に残留している共
振信号を放出する位置探知用マーカーが、前記枝管管軸
と略同心状となる位置に配設されていることを特徴とす
る止水栓。2. A water stopcock inserted into a branch pipe opening,
A position detection marker that is composed of an antenna coil and a resonator and that is excited by an excitation signal that excites the resonator, and that emits the resonance signal remaining in the resonator from the antenna coil after the excitation signal is stopped. Is provided at a position substantially concentric with the branch pipe axis.
Priority Applications (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63016386A JPH083351B2 (en) | 1988-01-27 | 1988-01-27 | Method for perforating branch pipe opening after pipe lining and water stopcock used therefor |
| CA000589190A CA1301084C (en) | 1988-01-27 | 1989-01-26 | Method of drilling a branch line aperture after internal lining of a pipeline and a water plug used in the method |
| AU29437/89A AU615717B2 (en) | 1988-01-27 | 1989-01-26 | Method of drilling a branch line aperture after internal lining of a pipeline and a water plug used in the method |
| PCT/JP1989/000074 WO1989007223A1 (en) | 1988-01-27 | 1989-01-26 | Method of drilling a branch line aperture after internal lining of a pipeline and a water plug used in the method |
| US07/415,357 US4951758A (en) | 1988-01-27 | 1989-01-26 | Method of drilling a branch line aperture after internal lining of a pipeline and a water plug used in the method |
| DE8989300817T DE68901537D1 (en) | 1988-01-27 | 1989-01-27 | METHOD FOR DRILLING AN OPENING IN A BRANCH PIPE AFTER THE INTERNAL COATING OF A PIPELINE, AND A WATER PLUG USED IN THIS METHOD. |
| ES198989300817T ES2028752T3 (en) | 1988-01-27 | 1989-01-27 | METHOD FOR DRILLING A BRANCH OPENING AFTER THE INTERNAL LINING OF A PIPE AND A WATER PLUG USED FOR THIS METHOD. |
| EP89300817A EP0326412B1 (en) | 1988-01-27 | 1989-01-27 | Method of drilling a branch line aperture after internal lining of a pipeline and a water plug used in the method |
| DK473389A DK473389D0 (en) | 1988-01-27 | 1989-09-26 | PROCEDURE FOR DRILLING BRANCH PIPE HOLES IN A LINER INSTALLED IN A TUBE STOCK AND WATERPROP FOR USE IN EXERCISING THE PROCEDURE |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63016386A JPH083351B2 (en) | 1988-01-27 | 1988-01-27 | Method for perforating branch pipe opening after pipe lining and water stopcock used therefor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01192994A JPH01192994A (en) | 1989-08-03 |
| JPH083351B2 true JPH083351B2 (en) | 1996-01-17 |
Family
ID=11914828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63016386A Expired - Fee Related JPH083351B2 (en) | 1988-01-27 | 1988-01-27 | Method for perforating branch pipe opening after pipe lining and water stopcock used therefor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH083351B2 (en) |
-
1988
- 1988-01-27 JP JP63016386A patent/JPH083351B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01192994A (en) | 1989-08-03 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |