JPH0630529B2 - Underground pipeline repair method - Google Patents
Underground pipeline repair methodInfo
- Publication number
- JPH0630529B2 JPH0630529B2 JP60297299A JP29729985A JPH0630529B2 JP H0630529 B2 JPH0630529 B2 JP H0630529B2 JP 60297299 A JP60297299 A JP 60297299A JP 29729985 A JP29729985 A JP 29729985A JP H0630529 B2 JPH0630529 B2 JP H0630529B2
- Authority
- JP
- Japan
- Prior art keywords
- sleeve
- pipe
- repair
- damaged
- underground
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/18—Appliances for use in repairing pipes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Pipe Accessories (AREA)
- Electric Cable Installation (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、例えば電気通信用ケーブルを引込むため地下
に布設されているような地下管路の補修において、折損
あるいは孔があいている地下管路の損傷部分に、布設状
態のまま、管内より補修用スリーブを拡径して添着する
ように補修する地下管路の補修工法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to an underground pipe having a break or a hole in repairing an underground pipe which is laid underground for drawing in a cable for telecommunication, for example. The present invention relates to a repairing method for an underground pipeline, which repairs the damaged portion of the channel so that the diameter of the repairing sleeve is expanded and attached from the inside of the pipeline in the installed state.
例えば上述の電気通信用ケーブルを引込むために布設さ
れる地下管路は、通常、道路下などの地下に直径7〜1
5cmの管体を複数本、集合整列させた形態で布設してな
るもので、最初の布設施工の際に、将来、増設が見込ま
れている余分の空管路を同時に布設しておいて、以後配
線すべきケーブルを、その空管路となっている任意の管
路を選んで引込む形態を採っている。For example, an underground pipe line laid to draw in the above-mentioned telecommunication cable usually has a diameter of 7 to 1 below the road.
It is made by laying a plurality of 5 cm pipes in a collective arrangement, and at the time of the first laying construction, an extra empty pipeline that is expected to be expanded in the future is laid at the same time. After that, the cable to be wired is selected by pulling in an arbitrary pipeline which is the empty pipeline.
ところで、このような地下管路は、布設後の経年におい
て、地盤の変動や道路上を通行する車両の荷重などによ
り、管本体が折れ曲ったり、あるいは折損して段違いを
生じ、これが原因で不良の空管路となって新たなケーブ
ルの引込みに支障をきたす不都合がある。By the way, such underground pipes may be defective due to bending or breakage of the pipe body due to changes in the ground or the load of vehicles passing on the road over the years after installation. However, there is an inconvenience that it becomes an empty pipe line and hinders the drawing of a new cable.
かかる不良管路の補修において、従来、地下管路の内部
に管の矯正器具を通して段違い状態の折損管を直線状に
修正したり、凹んだ個所を拡径するなどの補修方法が実
施されているが、管が折損していたり、孔があいている
場合、上述のような管の矯正のみでは、その折れ目や孔
を塞ぐように補修することができず、損傷部分の補修が
完全でなかった。In repairing such defective pipelines, repair methods have conventionally been carried out, such as straightening a broken pipe in a stepped state through a straightening device for the pipe inside the underground pipeline or expanding the recessed portion. However, if the pipe is broken or has a hole, it cannot be repaired so as to close the fold or hole by just correcting the pipe as described above, and the repair of the damaged part is not complete. It was
そこで上記損傷個所の管内に、布設状態のまま管内より
スリーブを拡径,添着するように補修することが考えら
れるが、かかる補修のためのスリーブ拡張工法は、.
装置全体の全長を短く構成して曲管部のある地下管路で
も容易に通行可能に構成していること、.また、装置
を管内に挿入する場合には、これが通行容易に、拡径前
は補修用スリーブと管内面との間の間隙が大きく、しか
も拡径動作時には補修用スリーブを大きく拡径動作して
確実に管内面に添着できるような拡径寸法を大きく確保
できる構成であること、.さらに装置は、これが布設
状態の地下管路内に挿通されて地下で操作されるもので
あるところから、簡単な構成で操作も容易なものである
こと、等が要求される。Therefore, it is conceivable to repair the inside of the pipe at the above-mentioned damaged location so that the sleeve is expanded and attached from the inside of the pipe in the installed state. The sleeve expansion method for such repair is as follows.
The overall length of the device is shortened so that it can be easily passed through underground pipes with curved pipe sections. In addition, when inserting the device into the pipe, it is easy to pass through, the gap between the repair sleeve and the inner surface of the pipe is large before the diameter expansion, and the diameter of the repair sleeve is greatly expanded during the diameter expansion operation. The structure must be such that a large diameter expansion dimension can be secured so that it can be securely attached to the inner surface of the pipe. Further, the device is required to have a simple structure and be easy to operate because it is inserted into an installed underground pipe and operated underground.
本発明は、上記の課題を解決することを目的になされた
ものである。The present invention has been made for the purpose of solving the above problems.
この目的を達成するため本発明は、周方向に損傷が生じ
ている地下管路内に、前後に端板を有し且つ胴部が直径
方向へ膨張自在な弾性体が構成されている中空円筒形の
スリーブ拡張器を、その胴部外周に補修用スリーブを嵌
合保持した状態で挿入し、これを損傷が生じている個所
において上記拡張器の中空内に油圧または空気等の流動
体を圧入することにより胴部を膨張させ、その膨張圧で
外周に嵌合保持する補修スリーブを拡径させて損傷部分
の管内面に添着させるように補修することを特徴とする
ものである。In order to achieve this object, the present invention is a hollow cylinder in which an elastic body having front and rear end plates and having a body portion expandable in a diametrical direction is formed in an underground pipeline damaged in the circumferential direction. -Type sleeve expander is inserted with the repair sleeve fitted around the outer circumference of the body, and at the damaged location, a fluid such as hydraulic pressure or air is pressed into the hollow of the expander. By doing so, the body portion is expanded, and the expansion sleeve expands the diameter of the repair sleeve that fits and holds the outer circumference, and repairs the inner surface of the damaged portion so as to attach it.
上記の手段により本発明の地下管路の補修工法は、折損
や孔があいている地下管路の損傷部分に対し、スリーブ
拡張器を挿入し、拡張器の胴部を油圧または空気圧によ
り膨張させ、その膨張圧で外周に嵌合保持する補修スリ
ーブを拡径させて損傷部分の管内面に添着させ、折目や
孔を塞ぐことができる。The method of repairing an underground conduit of the present invention by the above means is to insert a sleeve expander into a damaged portion of the underground conduit that is broken or has a hole, and expand the body of the expander by hydraulic pressure or air pressure. It is possible to expand the diameter of the repair sleeve that fits and holds the outer circumference by the expansion pressure, attach the repair sleeve to the inner surface of the pipe at the damaged portion, and close the folds or holes.
以下、本発明の一実施例を添付図面によって説明する。 An embodiment of the present invention will be described below with reference to the accompanying drawings.
第1図は折損が生じている地下管路Aの管内に本発明の
スリーブ拡張器Bが導入されている状態を示す。上述の
スリーブ拡張器Bは、中空円筒形のもの前後に端板1,
2を有し、且つ胴部3が直径方向へ膨張自在な弾性体で
構成されているもので、前後の端板1,2間には、胴部
3の中央を貫通してロッド4が架設され、このロッド4
により端板1,2間の対向間隔が規制されている。すな
わちロッド4は、後方側の端板2より挿し込まれて前方
側の端板1から引き出され、その前方部に螺合したナッ
ト43を締付けることで、ロッド4の後部側における段部
41が後方端板2の外面中央に、また前部側における段部
42が前方端板1の内面中央にそれぞれ係止されて前後の
端板1,2の対向間隔が所定に規制されている。FIG. 1 shows a state in which the sleeve expander B of the present invention is introduced into the pipe of the underground pipe A in which breakage has occurred. The above-mentioned sleeve expander B is of a hollow cylindrical shape, and the end plates 1,
2, and the body 3 is made of an elastic body that is expandable in the diametrical direction. Between the front and rear end plates 1 and 2, a rod 4 is pierced through the center of the body 3. This rod 4
Due to this, the facing distance between the end plates 1 and 2 is regulated. That is, the rod 4 is inserted from the end plate 2 on the rear side and pulled out from the end plate 1 on the front side, and by tightening the nut 43 screwed to the front part thereof, the step portion on the rear side of the rod 4 is obtained.
41 is the center of the outer surface of the rear end plate 2 and the step on the front side
42 are locked to the center of the inner surface of the front end plate 1, respectively, and the facing distance between the front and rear end plates 1 and 2 is regulated to a predetermined value.
上記ロッド4には、その前端に接続金具44を介して牽引
ロープ45が接続され、これを引くことでスリーブ拡張器
Bが管内に沿って移動できるようにしてある。また後部
側には、そのロッド4内を開通するように油路46が形成
され、これに油圧ホース47が接続されていて、これから
上述の油路46を介して胴部3の内部に圧油(これは空気
等の流動体であってもよい)が供給されるようになって
いる。A pulling rope 45 is connected to the front end of the rod 4 via a connecting metal fitting 44, and the sleeve expander B can be moved along the tube by pulling the pulling rope 45. On the rear side, an oil passage 46 is formed so as to open the inside of the rod 4, and a hydraulic hose 47 is connected to the oil passage 46. From this, pressure oil is introduced into the body 3 through the oil passage 46. (This may be a fluid such as air).
前記胴部3は、前後の端板1,2に接する両端部31,32
が、その端板1,2に対して所要のシール効果を有する
ように、胴部3の両端部31,32はその中央部33,34がロッ
ド4を囲繞して端板1,2側の中央孔に嵌合された形態
となっているもので、その嵌合部において上記ロッド4
と胴部3の中央部33,34との間にシール材5が嵌装さ
れ、これによって胴部3の内部が気密に保持されるよう
にしている。The body portion 3 has both end portions 31 and 32 in contact with the front and rear end plates 1 and 2.
However, in order to have a required sealing effect with respect to the end plates 1 and 2, both end portions 31 and 32 of the body portion 3 have their central portions 33 and 34 surrounding the rod 4 so as to close the end plates 1 and 2. The rod 4 is fitted in the central hole, and the rod 4 is fitted in the fitting portion.
The seal member 5 is fitted between the central portion 33 and the central portion 33, 34 of the body portion 3, so that the inside of the body portion 3 is kept airtight.
また端板1,2の各内側面には、これに対向する胴部3
との間に外方(直径方向)へ出没可能なスライダー11が
介在されてあり、このスライダー11は、周方向において
複数に分割され、胴部3の膨張時に、これが外方へスイ
ライダすることで胴部3の側部が規制され、胴部3が直
径方向へのみ膨張可能になっている。そしてスライダー
11にはその外周にコイルスプリング12が巻回されてい
て、この収縮力により常時はスライダー11が内方に縮径
されて胴部3が収縮状態になり、これによって胴部3と
管路Aの内面との間に所要の間隙が形成されるようにし
ている。Further, on the inner surface of each of the end plates 1 and 2, the body portion 3 facing each other is provided.
A slider 11 capable of appearing and retracting outwardly (diameter direction) is interposed between and, and this slider 11 is divided into a plurality of pieces in the circumferential direction, and when the body part 3 expands, it slides outwardly. The side portion of the body portion 3 is restricted so that the body portion 3 can expand only in the diametrical direction. And slider
A coil spring 12 is wound around the outer periphery of the slider 11, and the contracting force always causes the slider 11 to be inwardly reduced in diameter so that the body portion 3 is in a contracted state. A required gap is formed between the inner surface and the inner surface.
しかして上記胴部3の外周面には、これに直接補修用ス
リーブ6が嵌合される。この補修用スリーブ6は、胴部
3の膨張により外側に拡径されて地下管路Aの補修部分
Aaの管内に添着されるものであり、しかして補修用ス
リーブ6はこれが薄肉円筒状のもので拡径容易な肉厚に
形成されてある。なお、この補修用スリーブ6は、スチ
ールパイプ製のものであるが、これは拡径容易な材料の
ものであってもよい。Then, the repair sleeve 6 is directly fitted to the outer peripheral surface of the body portion 3. The repair sleeve 6 is expanded outside by the expansion of the body portion 3 and attached to the inside of the repair portion Aa of the underground pipeline A. Therefore, the repair sleeve 6 has a thin cylindrical shape. It has a wall thickness that facilitates diameter expansion. Although the repair sleeve 6 is made of steel pipe, it may be made of a material whose diameter can be easily expanded.
次に上述のように構成されるスリーブ拡張器Bの使用例
および作動について説明する。Next, a usage example and operation of the sleeve expander B configured as described above will be described.
まず補修を要する地下管路Aに対し、その開放口となる
マンホールから、例えばパイプカメラを当該地下管路A
に挿入して損傷状態を観察し、その観察結果、折損によ
り段違い状態を生じている場合は、予め当該管路に公知
の管矯正器具を挿通して段違い状態を修正する。First of all, for the underground pipeline A that needs to be repaired, for example, from the manhole that is the opening, attach a pipe camera to the underground pipeline A.
If the result of the observation is that a step difference is caused by breakage, a known tube straightening device is inserted in advance into the duct to correct the step difference.
その修正後、一方のマンホール側から当該地下管路Aの
内部に本発明のスリーブ拡張器Bを導入し、他方のマン
ホール側より牽引ロープ45を引くことでそのスリーブ拡
張器Bを管内に沿って移動させ、その損傷が生じている
個所Aaにおいて移動を停止させる。この停止時、予め
観察された結果により損傷個所Aaの切れ目の両管端を
補修用スリーブ6がブリッジするように位置される。After the correction, the sleeve dilator B of the present invention is introduced into the underground conduit A from one manhole side, and the tow rope 45 is pulled from the other manhole side to guide the sleeve dilator B along the pipe. The movement is stopped and the movement is stopped at the damaged portion Aa. At the time of this stop, the repair sleeve 6 is positioned so as to bridge both pipe ends of the break of the damaged portion Aa according to the result observed in advance.
次に、この状態で、油圧ポンプ等により圧油を油圧ホー
ス47,油路46を介して胴部3内に圧入させるもので、こ
れにより胴部3は、直径方向へ膨張され、その膨張圧
は、胴部3の周方向全面に均等に分布されて、その外周
に嵌合保持する補修用スリーブ6を、外側に向け拡径す
るように塑性変形させて損傷個所Aaの管路内面に、そ
の切れ目を塞ぐように添着させる。Next, in this state, pressure oil is pressed into the body portion 3 via the hydraulic hose 47 and the oil passage 46 by the hydraulic pump or the like, whereby the body portion 3 is expanded in the diametrical direction, and the expansion pressure is increased. Is distributed evenly over the entire surface in the circumferential direction of the body portion 3, and the repair sleeve 6 fitted and held on the outer periphery of the body portion 3 is plastically deformed so as to expand toward the outside, and the inner surface of the pipeline of the damaged portion Aa is Attach it so as to close the break.
上述の損傷個所Aaに対する補修スリーブ6の添着が終
ると、図示いていないが油圧ホース47に介装されたコッ
クを開いて胴部3内の圧油を抜くもので、これにより胴
部3に作用する膨張力が解消されて胴部3が縮む。この
際、スライダー11がその外周に巻回したコイルスプリン
グ12の収縮力により半径方向に縮径されることで、胴部
3が縮径され、かくして管内面に添着された補修用スリ
ーブ6を残して胴部3が管路Aの中心側に離脱される。After the repair sleeve 6 has been attached to the damaged portion Aa, a cock (not shown) interposed in the hydraulic hose 47 is opened to release the pressure oil in the body portion 3, which acts on the body portion 3. The expanding force is canceled and the body 3 contracts. At this time, the slider 11 is radially contracted by the contracting force of the coil spring 12 wound around the outer periphery of the slider 11, so that the body portion 3 is contracted, thus leaving the repair sleeve 6 attached to the inner surface of the pipe. And the body portion 3 is separated toward the center of the conduit A.
その後、牽引ロープ45を巻取ってスリーブ拡張器Bを前
方に引き出すか、あるいは油圧ホース47を引いてそのス
リーブ拡張器Bを後方に引出した後、再び補修用スリー
ブ6を胴部3の外周面に嵌合保持して次の補修に移るも
のである。After that, the tow rope 45 is wound up and the sleeve dilator B is pulled out forward, or the hydraulic hose 47 is pulled out and the sleeve dilator B is pulled out backward, and then the repair sleeve 6 is again attached to the outer peripheral surface of the body 3. It is to be fitted and held on and then moved to the next repair.
本発明は、以上説明したような構成であるから次の効果
が得られる。Since the present invention has the configuration as described above, the following effects can be obtained.
まず、本発明によれば、折損や孔などの損傷が生じて
いる地下管路の内面に、管内より補修用スリーブを拡径
させて添着するように補修するものであるから、まずも
って、切れ目や孔などをスリーブを塞ぐように補修する
ことができ、損傷が生じた個所を恒久的に矯正状態に維
持できる。First, according to the present invention, on the inner surface of the underground pipeline where breakage or damage such as a hole has occurred, the repair sleeve is repaired by expanding the diameter of the repair sleeve from the inside of the pipeline, so that the break The holes and holes can be repaired so as to close the sleeve, and the damaged area can be permanently maintained in a straightened state.
またスリーブ拡張器は、管内に拡径、添着させる補修
用スリーブを、直径方向へ膨張自在な胴部の外周に直接
嵌合し、胴部内に圧入される油圧または空気等の膨張圧
で、補修スリーブを直径方向へ拡径動作させるように構
成されたものであるから、装置全体を大巾に短く構成す
ることができ曲管部でも通行容易に構成できる。The sleeve expander also has a repair sleeve that expands and attaches to the inside of the pipe and is fitted directly to the outer circumference of the diametrically inflatable body, and is repaired by the hydraulic pressure or the inflation pressure such as air that is pressed into the body. Since the sleeve is configured to be expanded in the diametrical direction, the entire device can be greatly shortened and the curved pipe portion can be easily passed.
さらにスリーブ拡張器は、胴部内に圧入される油圧ま
たは空気等の拡張圧で胴部を直径方向へ膨張させる構成
であるから、拡径寸法を大きく確保でき、よって拡径前
には補修用スリーブと管内面との間の間隙を大きくでき
るから、管路に挿通されるスリーブ拡張器の通行が容易
となり、また装置の構成も大巾に簡略化することができ
る。Further, since the sleeve expander is configured to expand the body in the diametrical direction by the expansion pressure such as hydraulic pressure or air that is press-fitted into the body, it is possible to secure a large diameter expansion dimension. Since the gap between the pipe and the inner surface of the pipe can be increased, passage of the sleeve expander inserted in the pipe can be facilitated, and the structure of the device can be greatly simplified.
第1図は地下管路内に本発明の一実施例に係るスリーブ
拡張器を導入した全体の縦断面図、第2図は第1図のC
−C線に沿う断面図、第3図は補修用スリーブを拡径し
た状態を示す縦断面図、第4図は第3図の状態における
第1図C−C線に沿う断面図である。 1,2…端板、11…スライダー、12…コイルスプリン
グ、3…胴部、31,32…胴部の端部、33,34…胴部の端部
中心、4…ロッド、41,42…段部、43…締付けナット、4
4…接続金具、45…牽引ロープ、46…油路、47…油圧ホ
ース、5…シール、6…補修用スリーブ、A…地下管
路、Aa…損傷個所。FIG. 1 is an overall vertical cross-sectional view of a sleeve dilator according to an embodiment of the present invention introduced into an underground conduit, and FIG. 2 is a C of FIG.
Fig. 3 is a sectional view taken along line -C, Fig. 3 is a longitudinal sectional view showing a state in which the diameter of the repair sleeve is expanded, and Fig. 4 is a sectional view taken along line CC of Fig. 1 in the state of Fig. 3. 1, 2 ... End plate, 11 ... Slider, 12 ... Coil spring, 3 ... Body, 31,32 ... Body end, 33,34 ... Body center, 4 ... Rod, 41, 42 ... Step, 43 ... Tightening nut, 4
4 ... Connection fitting, 45 ... Tow rope, 46 ... Oil passage, 47 ... Hydraulic hose, 5 ... Seal, 6 ... Repair sleeve, A ... Underground pipeline, Aa ... Damaged part.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 加茂 孝之 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 (72)発明者 藪原 文夫 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 (72)発明者 古賀 基之 東京都目黒区中町1−9―18 (72)発明者 島田 晃 神奈川県大和市代官3丁目18番地の4 株 式会社ハツコー開発技術研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takayuki Kamo 1-1-6 Uchisaiwai-cho, Chiyoda-ku, Tokyo Nihon Telegraph and Telephone Corporation (72) Inventor Fumio Yabuhara 1-1-6 Uchiyuki-cho, Chiyoda-ku, Tokyo Nihon Telegraph and Telephone Corporation (72) Inventor Motoyuki Koga 1-9-18 Nakamachi, Meguro-ku, Tokyo (72) Inventor Akira Shimada Four-share company, Hatsuko Development Technology Research Co., Ltd., 3-18 Daikan City, Kanagawa Prefecture In-house
Claims (1)
前後に端板を有し且つ胴部が直径方向へ膨張自在な弾性
体で構成されている中空円筒形のスリーブ拡張器を、そ
の胴部外周に補修用スリーブを嵌合保持した状態で挿入
し、これを損傷が生じている個所において上記拡張器の
中空内に油圧または空気等の流動体を圧入することによ
り胴部を膨張させ、その膨張圧で外周に嵌合保持する補
修スリーブを拡径させて損傷部分の管内面に添着させる
ように補修することを特徴とする地下管路の補修工法。1. In an underground conduit that is damaged in the circumferential direction,
Insert a hollow cylindrical sleeve expander that has end plates in the front and rear and the body is made of an elastic body that is expandable in the diametrical direction with the repair sleeve fitted and held on the outer periphery of the body. , The body is inflated by pressurizing fluid such as hydraulic pressure or air into the hollow of the dilator at the location where it is damaged, and the expansion sleeve expands the diameter of the repair sleeve that fits and holds the outer periphery. A repairing method for an underground conduit, which is characterized by repairing the damaged part so that it is attached to the inner surface of the damaged part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60297299A JPH0630529B2 (en) | 1985-12-27 | 1985-12-27 | Underground pipeline repair method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60297299A JPH0630529B2 (en) | 1985-12-27 | 1985-12-27 | Underground pipeline repair method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62155714A JPS62155714A (en) | 1987-07-10 |
| JPH0630529B2 true JPH0630529B2 (en) | 1994-04-20 |
Family
ID=17844710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60297299A Expired - Fee Related JPH0630529B2 (en) | 1985-12-27 | 1985-12-27 | Underground pipeline repair method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0630529B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50128218A (en) * | 1974-03-27 | 1975-10-09 | ||
| JPS5954294U (en) * | 1982-09-30 | 1984-04-09 | 森村 弘明 | A device that lines the inner surface of pipes such as sewer pipes. |
-
1985
- 1985-12-27 JP JP60297299A patent/JPH0630529B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62155714A (en) | 1987-07-10 |
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|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |