JPH0946840A - Method of passing cable or the like through conduit line and removing it by elastic roller - Google Patents

Method of passing cable or the like through conduit line and removing it by elastic roller

Info

Publication number
JPH0946840A
JPH0946840A JP21023295A JP21023295A JPH0946840A JP H0946840 A JPH0946840 A JP H0946840A JP 21023295 A JP21023295 A JP 21023295A JP 21023295 A JP21023295 A JP 21023295A JP H0946840 A JPH0946840 A JP H0946840A
Authority
JP
Japan
Prior art keywords
cable
pipeline
pair
manhole
elastic rollers
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
JP21023295A
Other languages
Japanese (ja)
Other versions
JP3406977B2 (en
Inventor
Takashi Fujimoto
孝 藤本
Shizuo Nishigaki
静雄 西垣
Tadamitsu Nagumo
忠允 南雲
Masayuki Otomo
眞幸 大友
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.)
TOKYO TSUSHIN NETWORK KK
Kandenko Co Ltd
Toyo Tire Corp
Original Assignee
TOKYO TSUSHIN NETWORK KK
Kandenko Co Ltd
Toyo Tire and Rubber Co Ltd
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 TOKYO TSUSHIN NETWORK KK, Kandenko Co Ltd, Toyo Tire and Rubber Co Ltd filed Critical TOKYO TSUSHIN NETWORK KK
Priority to JP21023295A priority Critical patent/JP3406977B2/en
Publication of JPH0946840A publication Critical patent/JPH0946840A/en
Application granted granted Critical
Publication of JP3406977B2 publication Critical patent/JP3406977B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Electric Cable Installation (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method of passing a cable, a vinyl pipe or the like through an underground conduit line in which extension can be made without a cable or the like being expanded nor scratched, and particularly, excessive tension is not applied to a cable or the like even when it passes through the bent part of a conduit line and therefore the cable or the like is not damaged. SOLUTION: A pair of elastic rollers 6a with a compressed gas filled in the hollow part are provided on the ground in the side of a manhole or the like at one end of an underground conduit line, and a cable or the like is held between the pair of elastic rollers 6a and the pair of elastic rollers 6a are rotated to force the cable or the like into the conduit line 2 through a flexible guide tube 9 provided as far as the opening of the conduit line in the manhole 3 or the like from the place, and a pair of the same elastic rollers 6a as mentioned above provided on the ground in the side of a manhole 4 or the like at the other end of the conduit line 2 are rotated to hold the cable or the like between them to pull it out from the conduit line 2. A lubricant is supplied to the outer circumference of a cable or the like on this side of the opening of a conduit line on the forcing side to insert the cable or the like through the conduit line from its one end to its other end.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は埋設管路内に通信用ケ
ーブル又はビニールパイプ類を一端から他端にかけて挿
通させる通線工法及び上記管路からケーブル等を撤去さ
せる撤去工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wiring method for inserting a communication cable or vinyl pipes from one end to the other end in a buried pipeline and a removal method for removing a cable or the like from the pipeline.

【0002】[0002]

【従来の技術】ケーブル類の敷設されている既存の埋設
管路内へ、さらにもう一本ケーブル類を入れる場合、従
来は管路の管口の両方からロッドを挿入して中間でから
み合わせロッドの後方にロープを取り付け、このロープ
端にさらにケーブルを取り付けて管口の一方から牽引し
て敷設を行っている。また埋設管路内に電線を敷設する
工法としては、車軸ウインチドラムにより牽引用具のロ
ープでケーブルを引き込むのが一般的である。
2. Description of the Related Art Conventionally, when another cable is inserted into an existing buried conduit in which cables are laid, a rod is conventionally inserted from both ends of the conduit and tangled in the middle. A rope is attached to the back of the cable, and a cable is attached to the end of the rope. Also, as a method of laying an electric wire in a buried conduit, it is common to draw a cable with a rope of a traction tool using an axle winch drum.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、これ
までの様に車軸ウインチドラムを利用して牽引する場合
は、ロープやワイヤー等の巻き回し可能なものしか利用
できず、FRPロッドやカーボンロッド等巻き回しでき
ないものは利用できない。また車軸ウインチドラムは、
尻手力が不可欠であるという点で改善の余地がある。
ビニールパイプ類はポリ塩化ビニール製が多く、夏の高
温時や電力ケーブルの敷設されている埋設管路内の送電
線時の発熱での温度上昇により軟化し易く、一方から引
っ張られると伸びて変形し易く、側圧に対しては潰れ易
い。また従来あるキャタピラ方式の牽引機を使用した場
合も、側圧がかかり過ぎでビニールケーブルが潰れてし
まう。従って敷設が難しい。
However, in the case of towing using an axle winch drum as in the past, only ropes, wires, etc. that can be wound can be used, and FRP rods, carbon rods, etc. can be wound. Things that cannot be turned cannot be used. The axle winch drum is
There is room for improvement in that the hand strength is essential.
Vinyl pipes are often made of polyvinyl chloride, and tend to soften due to temperature rise due to heat generated during high temperatures in summer or during transmission lines in buried conduits where power cables are laid, and stretch and deform when pulled from one side And it is easy to collapse against lateral pressure. Also, when a conventional caterpillar type traction machine is used, too much side pressure is applied and the vinyl cable is crushed. Therefore it is difficult to lay.

【0004】また既に電力ケーブルが敷設されている
埋設管路内へビニールパイプ類を入れようとし、牽引す
ると、埋設管路内壁と電力ケーブル等の間隙に食い込ん
でしまい、抵抗が大きく、容易に敷設できない。埋設
管路の両端のマンホールやハンドホール内は非常に狭
く、押し込みや引き抜きのための機器を設置する場所の
確保が大変である。電力用ケーブル又は通信用ケーブ
ルの敷設又は撤去においては、ロープを電力用ケーブル
や通信用ケーブルに固定してある程度の長さをウインチ
にて牽引し、再びロープをケーブル類に固定してウイン
チにて牽引するという作業を繰り返さなければならな
い。この場合一方からの牽引のためケーブル類に異常な
引っ張り荷重を与える可能性があるため、品質上問題が
生じ、施工上大変危険である。
[0004] Further, when trying to put vinyl pipes into a buried pipeline in which a power cable is already laid and towed, the pipe penetrates into a gap between the inner wall of the buried pipeline and the power cable, etc., and has a large resistance and is easily laid. Can not. The inside of the manhole and handhole at both ends of the buried pipeline is very narrow, and it is difficult to secure a place to install equipment for pushing and pulling out. When laying or removing the power cable or communication cable, fix the rope to the power cable or communication cable, pull it to a certain length with a winch, fix the rope again to the cables, and use the winch. You have to repeat the work of towing. In this case, since there is a possibility that an abnormal tensile load may be applied to the cables due to the pulling from one side, there is a problem in quality, which is very dangerous in construction.

【0005】そこでこの発明はこれらの埋設管路へのケ
ーブル、ビニールパイプ類の通線にあたって、ケーブル
等が伸びたり、傷つかずに延線でき、特に管路の曲がり
部の通過においてもケーブル等に過大な張力がかから
ず、ケーブル等が損傷を来すことのない埋設管路への通
線方法及び撤去方法を提供し、上記課題を解決しようと
するものである。
Therefore, in the present invention, when a cable or vinyl pipe is passed through these buried pipelines, the cable can be extended without being stretched or damaged, and in particular, even when passing through a bent portion of the pipeline, An object of the present invention is to solve the above problems by providing a method of passing a wire through a buried pipeline and a method of removing the cable from which excessive tension is not applied and a cable or the like is not damaged.

【0006】[0006]

【課題を解決するための手段】而して請求項1項の発明
は、通信用ケーブル又はビニールパイプ類の埋設管路へ
の通線工法において、当該埋設管路の一端のマンホール
等の脇の地上に、圧縮ガスを中空部に充填させた対の弾
性ローラを設け、この対の弾性ローラに上記ケーブル等
を挾持させて当該対の弾性ローラを回転させ、当該箇所
からマンホール等内の管路口まで設けたフレキシブルガ
イド管内を通して管路内に上記ケーブル等を押し込み、
又当該管路の他端のマンホール等の脇の地上に設けた圧
縮ガスを中空部に充填させた対の弾性ローラを回転させ
て上記ケーブル等を挾持して管路から引っ張り出し、上
記押し込み側の管路口の手前で上記ケーブル等の外周に
滑剤を供給して当該管路の一端から他端までケーブル等
を挿通させる、弾性ローラによる管路内通線工法とし
た。
According to the first aspect of the present invention, there is provided a method of connecting a communication cable or vinyl pipes to a buried pipeline, which is provided at a side of a manhole or the like at one end of the buried pipeline. A pair of elastic rollers with compressed gas filled in the hollow portion are provided on the ground, and the elastic rollers of the pair are clamped by the elastic rollers of the pair to rotate the elastic rollers of the pair, and the duct opening in the manhole or the like from that location. Push the above cables etc. into the pipeline through the flexible guide tube that has been installed up to
Also, by rotating a pair of elastic rollers having a hollow portion filled with compressed gas provided on the ground beside the manhole at the other end of the pipeline, the cable or the like is clamped and pulled out from the pipeline, and the pushing side is inserted. Before the conduit opening, a lubricant was supplied to the outer circumference of the cable or the like so that the cable or the like was inserted from one end to the other end of the conduit.

【0007】また請求項2項の発明は、通信用ケーブル
又はビニールパイプ類の埋設管路からの撤去工法におい
て、当該埋設管路の一端のマンホール等の脇の地上に、
圧縮ガスを中空部に充填させた対の弾性ローラを設け、
この対の弾性ローラに上記ケーブル等を挾持させて当該
対の弾性ローラを回転させ、当該箇所からマンホール等
内の管路口まで設けたフレキシブルガイド管内を通して
管路内の上記ケーブル等を引き出し、又当該管路の他端
のマンホール等に設けた圧縮ガスを中空部に充填させた
対の弾性ローラを回転させて上記ケーブル等を挾持して
管路に押し込み、当該管路からケーブル等を撤去させ
る、弾性ローラによるケーブル等の管路内撤去工法とし
た。
Further, in the invention of claim 2, in the method of removing the communication cable or the vinyl pipes from the buried pipeline, on the ground beside the manhole at one end of the buried pipeline,
Providing a pair of elastic rollers filled with compressed gas in the hollow part,
The pair of elastic rollers holds the cable or the like to rotate the pair of elastic rollers, and pulls out the cable or the like in the conduit through the flexible guide tube provided from the location to the conduit opening in the manhole or the like. By rotating a pair of elastic rollers having a hollow portion filled with compressed gas provided in a manhole or the like at the other end of the pipeline, the cable or the like is clamped and pushed into the pipeline, and the cable or the like is removed from the pipeline. The method of removing the cable etc. from the inside of the pipeline by elastic roller was adopted.

【0008】[0008]

【作用】請求項1項の発明において管路の両端に設けた
一対の弾性ローラは、圧縮ガスを中空部に充填して成る
ため、当該各弾性ローラはケーブル類との接触箇所をへ
こませて大きくケーブル類を包み込み、挾持する。そし
てこの状態で対の弾性ローラを回転させるとケーブル類
を送り出したり、引っ張ったりできる。従って各弾性ロ
ーラとケーブル類との接触面積は大きく、それだけケー
ブル類を傷つけずにケーブル類を送り出すことができ
る。またこれらのケーブル類は管路の入り口で対の弾性
ローラに押し込まれ、また管路の出口で対の弾性ローラ
に引っ張られ、当該ケーブル類は管路内を進んでいく。
またこの工法では、管路の曲がり部箇所ではケーブルの
先端が外側内周壁、内側内周壁と交互に当たりながら蛇
行して進むため、側圧が分散される形になり、またバッ
クテンション及びケーブル重量の影響はないものと思わ
れ、管路の曲がり部においてのケーブル側圧はほとんど
無視できる。しかも上記ケーブル類の外周には滑剤が塗
られているためケーブル類の管路内での座屈は極めて少
ない。
According to the first aspect of the present invention, since the pair of elastic rollers provided at both ends of the pipe line are formed by filling the hollow portion with compressed gas, the elastic rollers are dented at the contact points with the cables. And envelop the cables and hold them. Then, when the pair of elastic rollers is rotated in this state, the cables can be fed or pulled. Therefore, the contact area between each elastic roller and the cables is large, and the cables can be sent out without damaging the cables. Further, these cables are pushed into the pair of elastic rollers at the entrance of the pipeline, and are pulled by the pair of elastic rollers at the exit of the pipeline, and the cables travel in the pipeline.
In addition, in this method, the tip of the cable at the curved part of the conduit moves meandering while alternately hitting the outer inner wall and the inner inner wall, so that the lateral pressure is dispersed, and the effect of back tension and cable weight is increased. It seems that there is no such thing, and the cable side pressure at the bend of the pipeline is almost negligible. Moreover, since the outer circumference of the cables is coated with a lubricant, the buckling of the cables in the conduit is extremely small.

【0009】請求項2項の発明の各弾性ローラは上記請
求項1項の発明と同様の作用をする。またケーブル類は
管路の後端で対の弾性ローラに押し込まれ、また管路の
前端で対の弾性ローラに引っ張られ、当該ケーブル類は
管路内を移動していく。またこの工法では、管路の曲が
り部箇所ではケーブルの先端が外側内周壁、内側内周壁
と交互に当たりながら蛇行して進むため、側圧が分散さ
れる形になり、またバックテンション及びケーブル重量
の影響はないものと思われ、管路の曲がり部においての
ケーブル側圧はほとんど無視できる。
Each elastic roller of the invention of claim 2 has the same function as that of the invention of claim 1. Further, the cables are pushed into the pair of elastic rollers at the rear end of the conduit and are pulled by the pair of elastic rollers at the front end of the conduit, so that the cables move in the conduit. In addition, in this method, the tip of the cable at the curved part of the conduit moves meandering while alternately hitting the outer inner wall and the inner inner wall, so that the lateral pressure is dispersed, and the effect of back tension and cable weight is increased. It seems that there is no such thing, and the cable side pressure at the bend of the pipeline is almost negligible.

【0010】[0010]

【実施例】以下この発明のケーブル等の通線方法及びこ
れに使用する装置の実施例を図について説明する。図1
及び図2はこの発明の第1実施例を示すもので、地表面
1から一定の深さの埋設管路2の両端には埋設マンホー
ル3、4が夫々設けられており、この埋設管路2内には
既設の電力ケーブル5が敷設されている。このうちの一
方の、ケーブルダクトの押し込み側の埋設マンホール3
の入り口近くの地表面1の上に、一対の弾性ローラ6a
を有する弾性ローラ装置6を設け、その後方に電線ケー
ブルダクト7を外周に巻いたドラム8を設置する。そし
てこの弾性ローラ装置6の近くから押し込み側の埋設マ
ンホール3に導入して当該埋設マンホール3内の管路2
の入り口までフレキシブルガイド管9を設ける。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a method for passing a cable or the like of the present invention and an apparatus used for the method will be described below with reference to the drawings. FIG.
2 shows a first embodiment of the present invention, in which buried manholes 3 and 4 are provided at both ends of a buried pipe 2 having a constant depth from the ground surface 1, respectively. An existing power cable 5 is laid inside. One of these, the buried manhole 3 on the pushing side of the cable duct
A pair of elastic rollers 6a on the ground surface 1 near the entrance of the
The elastic roller device 6 having the above is provided, and the drum 8 around which the electric wire cable duct 7 is wound is installed behind the elastic roller device 6. Then, it is introduced from near the elastic roller device 6 into the embedded manhole 3 on the push-in side, and the conduit 2 in the embedded manhole 3 is introduced.
A flexible guide tube 9 is installed up to the entrance.

【0011】一方引き出し側の埋設マンホール4の入り
口近くの地表面1の上に、一対の弾性ローラ6aを有す
る弾性ローラ装置6を設ける。またこの埋設マンホール
4内及び入り口付近に複数のガイドローラ10を設け
る。これらはフレキシブルガイド管9を設けて行うこと
もできる。上記弾性ローラ装置6の各弾性ローラ6a
は、図3及び図4に示すごとく、摩擦係数の大きい弾性
材料、例えばゴム材から成る気密性の外殻6bを有し、
その内部の中空部内に圧縮空気等の圧縮ガスを充満さ
せ、さらにこれらの各外殻6bの中心を軸6cが貫いて
いる。そしてこれらの弾性ローラ6aを二つ相対向させ
て並設し、適宜の駆動源により各軸6c及びこれと一体
な外殻6bを回転させ、これらの各外殻6bをへこませ
てケーブル等を挾持するようになっている。
On the other hand, an elastic roller device 6 having a pair of elastic rollers 6a is provided on the ground surface 1 near the entrance of the buried manhole 4 on the drawer side. Further, a plurality of guide rollers 10 are provided in the buried manhole 4 and near the entrance. These can also be performed by providing the flexible guide tube 9. Each elastic roller 6a of the elastic roller device 6
As shown in FIGS. 3 and 4, has an airtight outer shell 6b made of an elastic material having a large friction coefficient, for example, a rubber material,
A hollow portion inside thereof is filled with compressed gas such as compressed air, and a shaft 6c penetrates the center of each outer shell 6b. Then, two elastic rollers 6a are arranged in parallel so as to face each other, and each shaft 6c and the outer shell 6b integral with the shaft are rotated by an appropriate driving source, and the outer shell 6b is dented to form a cable or the like. It is designed to hold.

【0012】そして上記埋設マンホール3又は4からロ
ッド等を用いて管路2内にロープ及びメッセンジャーロ
ープを通し、これらの一端に上記ドラム8から繰り出し
た電線ケーブルダクト7を接続する。そしてまず押し込
み側の弾性ローラ装置6の一対の弾性ローラ6aを適宜
の駆動装置により回転させ、これらの弾性ローラ6aに
電線ケーブルダクト7を挾持させ、フレキシブルガイド
管9を介して埋設マンホール3の管路2の入り口に押し
込んでいく。その際フレキシブルガイド管9の適宜箇所
の孔をあけ、この孔から適宜の滑剤を流し込み、この中
を通過する電線ケーブルダクト7の外周に滑剤を塗布す
る。一方管路2の出口側の埋設マンホール4では管路2
を通してきた上記メッセンジャーロープ又は電線ケーブ
ルダクト7をガイドローラ10に通して弾性ローラ装置
6の一対の回転する弾性ローラ6aに挾持させて当該電
線ケーブルダクト7を引っ張る。
Then, a rope and a messenger rope are passed through the conduit 2 from the buried manhole 3 or 4 by using a rod or the like, and the electric wire cable duct 7 fed from the drum 8 is connected to one end of these. Then, first, the pair of elastic rollers 6a of the push-in side elastic roller device 6 is rotated by an appropriate driving device to clamp the electric wire cable duct 7 between these elastic rollers 6a, and the pipe of the embedded manhole 3 is inserted through the flexible guide pipe 9. Push it into the entrance of Road 2. At that time, a hole is formed at an appropriate location of the flexible guide tube 9, an appropriate lubricant is poured from this hole, and the lubricant is applied to the outer periphery of the electric wire cable duct 7 passing through the hole. On the other hand, in the buried manhole 4 on the outlet side of the pipeline 2, the pipeline 2
The messenger rope or the electric wire cable duct 7 that has passed through is passed through the guide roller 10 and held by the pair of rotating elastic rollers 6a of the elastic roller device 6 to pull the electric wire cable duct 7.

【0013】また各対の弾性ローラ装置6、6はローラ
の回転を可変速とし、押し込み側及び引っ張り側は無線
等で連絡を取り、敷設初期には同一速度で同期運転させ
る。そして押し込み側の弾性ローラ装置6及び引っ張り
側の弾性ローラ装置6に夫々荷重計6dを設け、これら
の各荷重計6dを監視しながら運転し、引っ張り側の荷
重計が予め定めた上限値より上がった場合、押し込み側
の速度を上げることによって押し込み荷重を上げてや
り、その結果引っ張り側の荷重が下がり、上記上限値以
下で敷設運転するようにする。
Further, the elastic roller devices 6 and 6 of each pair make the rotation of the rollers variable speeds, the pushing side and the pulling side communicate with each other by radio or the like, and are synchronously operated at the same speed at the initial stage of laying. The push-in side elastic roller device 6 and the pull-side elastic roller device 6 are respectively provided with load cells 6d, and the load cells 6d are operated while monitoring each of these load cells 6d, and the pull-side load cells rise above a predetermined upper limit value. In such a case, the pushing load is increased by increasing the speed on the pushing side, and as a result, the load on the pulling side is reduced, and the laying operation is performed below the upper limit value.

【0014】また上記各弾性ローラ装置6の対の弾性ロ
ーラ6aは、外殻をへこませて電線ケーブルダクト7を
包込むように挾持し、電線ケーブルを押し込み又は引っ
張る。図3及び図4はこれらの対の弾性ローラ6aに電
線ケーブルダクト7を挾持し、挿通させている状態を示
す。
The pair of elastic rollers 6a of each elastic roller device 6 holds the electric wire cable duct 7 by denting the outer shell and enclosing the electric wire cable duct 7 to push or pull the electric wire cable. 3 and 4 show a state in which the electric wire cable duct 7 is sandwiched and inserted between the elastic rollers 6a of these pairs.

【0015】次ぎに図5及び図7はこの発明の第2実施
例を示すもので、この実施例のものは上記第1実施例と
ほぼ同様な工法であるが、上記弾性ローラ装置6及びド
ラム8を車両に積載している。また目的とするサブダク
ト11を通す管路12には既にケーブル13が敷設され
ている。
Next, FIGS. 5 and 7 show a second embodiment of the present invention. The construction of this embodiment is almost the same as that of the first embodiment, but the elastic roller device 6 and the drum are used. 8 is loaded in the vehicle. In addition, a cable 13 has already been laid in the pipeline 12 through which the intended sub-duct 11 passes.

【0016】この第2実施例の工法を説明すると、サブ
ダクト11を巻きつけたドラム8及び弾性ローラ装置6
を乗せた車両14を管路12の一方の埋設マンホール3
の開口部、即ちドラム場に配置し、また他方の埋設マン
ホール4の開口部、即ウインチ場に弾性ローラ装置6及
びメッセンジャーロープ巻き取りドラム15を乗せた車
両16を配置する。そしてドラム場より管路12にコン
プレッサー車17から圧縮空気を通しスパイラルフロー
にて呼び線18を通線する。図5に示す様に埋設マンホ
ール4内にはスパイラルフローのパラシュート19が突
出する。そしてウインチ場に通った呼び線18にメッセ
ンジャーロープ20を結束して呼び線18を弾性ローラ
装置6、6にてドラム場に引き、これにより管路12内
にメッセンジャーロープ20を通す。
Explaining the construction method of the second embodiment, the drum 8 and the elastic roller device 6 around which the sub-duct 11 is wound.
The vehicle 14 carrying the
The vehicle 16 having the elastic roller device 6 and the messenger rope winding drum 15 placed on the opening of the other buried manhole 4, i.e., the winch field, is arranged. Then, compressed air is passed from the compressor wheel 17 to the pipeline 12 from the drum field, and the nominal line 18 is passed by a spiral flow. As shown in FIG. 5, a spiral flow parachute 19 projects into the buried manhole 4. Then, the messenger rope 20 is bound to the call line 18 passing through the winch field, and the call line 18 is drawn to the drum field by the elastic roller devices 6 and 6, whereby the messenger rope 20 is passed through the pipe line 12.

【0017】ドラム場まで通したメッセンジャーロープ
20にサブダクト11の先端を接続してドラム場の弾性
ローラ装置6によりドラム8からのサブダクト11の繰
り出しと管路12への押し込みを行い、これと同時にウ
インチ場の弾性ローラ装置6でメッセンジャーロープ2
0を、続いてサブダクト11を引っ張る。この様子を図
7に示している。
The tip of the sub-duct 11 is connected to the messenger rope 20 that has passed through to the drum field, and the sub-duct 11 is fed from the drum 8 and pushed into the pipe line 12 by the elastic roller device 6 in the drum field, and at the same time, the winch. Elastic roller device 6 in place for messenger rope 2
0, and then the sub-duct 11 is pulled. This is shown in FIG.

【0018】次ぎにこの発明の実験例を示す。この実験
は管路の一端からサブダクトを押し込むと同時に他端か
ら引っ張った(又は引き込む)場合を夫々潤滑剤を塗布
した場合、しない場合に付いて比較した。この実験に使
用した管路は、図8に示す如く、一部が湾曲した内径1
30〜131mmの管路であって、この管路のB地点か
らA地点までの200mの管路内にサブダクトを挿通し
たものである。またカーブ箇所は3箇所で、10mmR
のカーブ箇所が2箇所、5mmRのカーブ箇所が1箇所
である。そしてこれらの結果を表1に示す。この表1の
測定地点を示すはB地点より最初の10mRの中心地
点(32m地点)はB位置より2個目の10mRの中
心(64mの地点)はB地点より5mRの中心地点
(76m地点)はB地点を起点として5mRより直線
方向60mの位置(142m地点)はB地点から終点
A地点の位置(200m地点)である。この実験結果を
表1、2に示す。
Next, an experimental example of the present invention will be shown. In this experiment, the case where the sub-duct was pushed from one end of the pipeline and the case where the sub-duct was pulled (or pulled) from the other end at the same time was compared with the case where the lubricant was applied and the case where the lubricant was not applied. The pipe used for this experiment has an inner diameter 1
The pipeline is 30 to 131 mm, and the sub-duct is inserted into the pipeline of 200 m from the point B to the point A of the pipeline. Also, there are 3 curve points, 10 mmR
There are 2 curved portions and 5 mmR curved portion is 1. The results are shown in Table 1. The measurement points in Table 1 are the first 10mR center point (32m point) from the B point, the second 10mR center (64m point) from the B position, and the 5mR center point (76m point) from the B point. Indicates a position (point 142 m) in a straight line direction 60 m from the point B starting from point 5 mR (position 142 m) from point B to end point A (point 200 m). The results of this experiment are shown in Tables 1 and 2.

【0019】表1から明らかな如く、押し込み側のB地
点で回転固定式のEB150Wのモータのボールローラ
(弾性ローラ)と引込側のA地点で回転可変式のEB1
80SVのモータによるボールローラを用いてサブダク
トを挿通したが、潤滑剤を塗布しない場合は、200m
地点で押し込み力は150kgfとなり、また引き込み
力は80.0kgfであった。また挿入時間は21分1
2秒かかっている。そしてサブダクトは座屈状態で押し
込まれている。
As is clear from Table 1, the ball roller (elastic roller) of the rotation-fixed EB150W motor at point B on the pushing side and the rotation variable type EB1 at point A on the retracting side.
The sub-duct was inserted using a ball roller with an 80 SV motor, but 200 m if no lubricant was applied.
At the point, the pushing force was 150 kgf and the pulling force was 80.0 kgf. The insertion time is 21 minutes 1
It takes 2 seconds. And the sub-duct is pushed in a buckled state.

【0020】[0020]

【表1】 [Table 1]

【0021】また押し込み側のB地点で回転可変式のE
B180SVのモータのボールローラ(弾性ローラ)と
引込側のA地点で回転固定式のEB150Wのモータ2
台によるボールローラ(弾性ローラ)を用いてサブダク
トを挿通したが、潤滑剤を塗布しない場合は、第1回目
は84m地点までしか挿入できず、押し込み力は60k
gfとなり、また引き込み力は150kgfであった。
その際の挿入時間は13分38秒である。また第2回目
は87m地点までしか挿入できず、押し込み力は70k
gfとなり、また引き込み力は150kgfであった。
その際の挿入時間は12分42秒である。そしてこれら
の場合いずれもボールローラがスリップしている。
Also, at the point B on the pushing side, the variable rotation type E
Ball roller (elastic roller) of B180SV motor and EB150W motor 2 of rotation fixed type at point A on the retracting side
The sub-duct was inserted using a ball roller (elastic roller) with a table, but if the lubricant is not applied, the first time can be inserted only up to 84m point, and the pushing force is 60k.
gf, and the retraction force was 150 kgf.
The insertion time at that time is 13 minutes and 38 seconds. In addition, the second time can be inserted only up to 87m, the pushing force is 70k
gf, and the retraction force was 150 kgf.
The insertion time at that time is 12 minutes and 42 seconds. In all of these cases, the ball roller slips.

【0022】次ぎに表2は潤滑剤を塗布した場合であっ
て、押し込み側のB地点で回転可変式のEB180Vの
モータのボールローラ(弾性ローラ)をまた引込側のA
地点で回転固定式のEB150Wのモータ2台によるボ
ールローラ(弾性ローラ)を夫々用いてサブダクトを挿
通したが、A地点の200m地点まで到達しており、そ
こでの押し込み力は23kgfとなり、また引き込み力
は29kgfであった。その際の挿入時間は21分27
秒である。
Next, Table 2 shows the case where a lubricant is applied. At point B on the push-in side, the ball roller (elastic roller) of the rotation-adjustable EB180V motor is moved to point A on the pull-in side.
At each point, the sub-ducts were inserted using the ball rollers (elastic rollers) of two rotation-fixed EB150W motors, respectively, but the point A reached 200 m, and the pushing force there was 23 kgf and the pulling force. Was 29 kgf. Insertion time at that time is 21 minutes 27
Seconds.

【0023】[0023]

【表2】 [Table 2]

【0024】この様に挿入するサブダクトに潤滑剤を塗
布しない場合は200mの管路内を通すことは極めて困
難であり、例え通したとしても、押し込み側で150k
gf及び引っ張り側で80kgfの力を要するが、潤滑
剤を塗布すると夫々23kgf及び29kgf程度の力
で挿通することが分かり、この発明の如く、管路の両端
でボールローラ等を用いて一方で押し込むと同時に他方
で引っ張る際、挿通するケーブルやサブダクト等に潤滑
材を塗ることにより、極めて小さな力でケーブル等を管
路に挿通することができる。
If a lubricant is not applied to the sub-duct thus inserted, it is extremely difficult to pass it through a 200-meter pipeline, and even if it is passed through, it will be 150 k on the pushing side.
Although a force of 80 kgf is required on the gf side and the pulling side, it can be seen that when a lubricant is applied, they can be inserted with a force of about 23 kgf and 29 kgf, respectively. At the same time, when pulling on the other side, by applying a lubricant to the cables or sub-ducts to be inserted, it is possible to insert the cables or the like into the conduit with an extremely small force.

【0025】なお上記実施例においては電線ケーブルダ
クト及びサブダクトについてこの工法を説明したが、さ
らにこれらのダクト内にケーブを通す場合、または上記
ダクトに代えてビニールパイプ類等を通す場合等、適宜
のダクトやパイプ、ケーブル等の通線に適用することが
できる。また上記各実施例では管路2及び12内に既設
の電力ケーブル5又はケーブル13を設けている場合を
示したが、既設のケーブルが配置されていない場合も、
同様に適用できる。また上記実施例ではケーブル等の管
路への通線について説明したが、これらの管路からの撤
去についても管路の一端でケーブル等を引っ張り、他端
でケーブル及びこれに接続したロープ等を押し込むこと
によりスムーズに撤去できる。
In the above embodiment, this construction method was described for the electric wire cable duct and the sub-duct. However, when the cable is passed through these ducts, or when vinyl pipes or the like is passed instead of the above duct, it is appropriate. It can be applied to ducts, pipes, and cables. Further, in each of the above-described embodiments, the case where the existing power cable 5 or the cable 13 is provided in the pipelines 2 and 12 is shown, but when the existing cable is not arranged,
The same applies. Further, in the above embodiment, the description has been given of the passage of the cables and the like to the pipelines, but the removal from these pipelines also involves pulling the cables and the like at one end of the pipelines and the cables and the ropes and the like connected to them at the other end. It can be removed smoothly by pushing it in.

【0026】[0026]

【発明の効果】請求項1項の発明では通信用ケーブル又
はビニールパイプ類を管路内に敷設する際、管路の一端
からこれらのケーブル等を押し込み、また管路の他端で
引っ張ることにより通線するため、ケーブル等に張力、
特にバックテンションかからず、従ってこれらのケーブ
ル等を変形させずに敷設することができるとともに管路
内の既設のケーブル等と管路内周壁との間隙への食い込
みが無くなる。またこれらのケーブル等の押し込み、引
っ張りを対の弾性ローラでケーブル等を挾持するため、
内部に圧縮ガスを充填したこれらの弾性ローラでケーブ
ル等をやわらかく包込むのでケーブル等の表面を傷めた
り潰したりしない。またフレキシブルガイド管を埋設管
路の一方の入り口と弾性ローラ装置との間に設け、この
中に通線するケーブル等を押し込むため、狭い埋設マン
ホールやハンドホール等の中に押し込みや牽引のための
機器を設置しなくても良い。
According to the first aspect of the present invention, when laying communication cables or vinyl pipes in a pipeline, the cables are pushed in from one end of the pipeline and pulled at the other end of the pipeline. To pass through wires, tension on cables, etc.
In particular, no back tension is applied, and therefore these cables and the like can be laid without being deformed, and bite into the gap between the existing cables and the like in the pipeline and the inner peripheral wall of the pipeline is eliminated. In addition, since the pair of elastic rollers holds the cables and the like by pushing and pulling these cables,
These elastic rollers filled with compressed gas wrap the cable and the like softly so that the surface of the cable and the like is not damaged or crushed. In addition, a flexible guide tube is provided between one of the entrances of the buried pipeline and the elastic roller device, and the cables etc. passing through this are pushed in, so that it is necessary to push or pull into a narrow buried manhole or handhole. There is no need to install equipment.

【0027】また請求項2項の発明のケーブル等を管路
から撤去する方法においても、ケーブル等に張力、特に
バックテンションかからず、従ってこれらのケーブル等
を変形させずに撤去することができるとともに管路内の
既設のケーブル等と管路内周壁との間隙への食い込みが
無くなったり、また既設のケーブル等を傷つけるおそれ
がない等、上記請求項1項の発明と同様の効果を有す
る。
Also in the method of removing the cables and the like from the invention according to claim 2, the cables and the like can be removed without applying a tension, particularly a back tension, to the cables and the like without deforming them. At the same time, it has the same effects as the invention of claim 1 above, such that there is no bite into the gap between the existing cable or the like in the pipeline and the inner peripheral wall of the pipeline, and there is no risk of damaging the existing cable or the like.

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

【図1】この発明の第1実施例の概略構成を示す概略正
面図である。
FIG. 1 is a schematic front view showing a schematic configuration of a first embodiment of the present invention.

【図2】この発明の第1実施例の概略構成を示す概略平
面図である。
FIG. 2 is a schematic plan view showing a schematic configuration of a first embodiment of the present invention.

【図3】この発明の第1実施例の対の弾性ローラに挾持
されたケーブルダクトの正面図である。
FIG. 3 is a front view of a cable duct held between a pair of elastic rollers according to the first embodiment of the present invention.

【図4】この発明の第1実施例の対の弾性ローラに挾持
されたケーブルダクトの平面図である。
FIG. 4 is a plan view of a cable duct held between a pair of elastic rollers according to the first embodiment of the present invention.

【図5】この発明の第2実施例における呼び線を管路に
通線した状態を示す概略正面図である。
FIG. 5 is a schematic front view showing a state in which a nominal line according to a second embodiment of the present invention is passed through a pipeline.

【図6】この発明の第2実施例における呼び線を管路に
通線した状態を示す概略平面図である。
FIG. 6 is a schematic plan view showing a state in which a nominal line according to a second embodiment of the present invention is passed through a pipe line.

【図7】この発明の第2実施例におけるメッセンジヤー
ロープにサブダクトを接続して当該サブダクトを管路に
通線する状態を示す概略正面図である。
FIG. 7 is a schematic front view showing a state in which a sub-duct is connected to a messenger rope in the second embodiment of the present invention and the sub-duct is passed through a pipeline.

【図8】この発明の実験例の管路の形状等を示す概略図
である。
FIG. 8 is a schematic view showing a shape of a pipe line and the like in an experimental example of the present invention.

【符号の説明】[Explanation of symbols]

1 地表面 2 管路 3 埋設マンホール 4 埋設マンホー
ル 6 弾性ローラ装置 6a 弾性ローラ 6c 軸 7 電線ケーブル
ダクト 9 フレキシブルガイド管 11 サブダクト 12 管路 14 車両 16 車両
1 Ground Surface 2 Pipeline 3 Buried Manhole 4 Buried Manhole 6 Elastic Roller Device 6a Elastic Roller 6c Shaft 7 Electric Cable Cable Duct 9 Flexible Guide Pipe 11 Subduct 12 Pipeline 14 Vehicle 16 Vehicle

───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤本 孝 東京都港区芝浦4丁目9番25号 東京通信 ネットワーク株式会社内 (72)発明者 西垣 静雄 東京都渋谷区千駄ヶ谷4丁目24番15号 東 洋ゴム工業株式会社東京支社内 (72)発明者 南雲 忠允 東京都港区芝浦4丁目8番33号 株式会社 関電工内 (72)発明者 大友 眞幸 東京都港区芝浦4丁目8番33号 株式会社 関電工内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Takashi Fujimoto 4-9-25 Shibaura, Minato-ku, Tokyo Tokyo Communication Network Co., Ltd. (72) Inventor Shizuo Nishigaki 4-24-15 Sendagaya, Shibuya-ku, Tokyo Higashi Yoko Rubber Industry Co., Ltd. Tokyo branch office (72) Inventor Tadayoshi Nagumo 4-83-3 Shibaura, Minato-ku, Tokyo Kandenko Co., Ltd. (72) Inventor Masayuki Otomo 4-83-3 Shibaura, Minato-ku, Tokyo Kandenko Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 通信用ケーブル又はビニールパイプ類の
埋設管路への通線工法において、当該埋設管路の一端の
マンホール等の脇の地上に、圧縮ガスを中空部に充填さ
せた対の弾性ローラを設け、この対の弾性ローラに上記
ケーブル等を挾持させて当該対の弾性ローラを回転さ
せ、当該箇所からマンホール等内の管路口まで設けたフ
レキシブルガイド管内を通して管路内に上記ケーブル等
を押し込み、又当該管路の他端のマンホール等の脇の地
上に設けた圧縮ガスを中空部に充填させた対の弾性ロー
ラを回転させて上記ケーブル等を挾持して管路から引っ
張り出し、上記押し込み側の管路口の手前で上記ケーブ
ル等の外周に滑剤を供給して当該管路の一端から他端ま
でケーブル等を挿通させることを特徴とする、弾性ロー
ラによるケーブル等の管路内通線工法。
1. In a method of passing a communication cable or a vinyl pipe to an embedded pipeline, a pair of elastic members in which a hollow portion is filled with compressed gas on the ground beside a manhole at one end of the embedded pipeline. A roller is provided, and the pair of elastic rollers hold the above cable or the like to rotate the pair of elastic rollers, and through the flexible guide pipe provided from that location to the conduit opening in the manhole or the like, the above cable or the like is inserted into the conduit. Pushing or rotating the pair of elastic rollers having a hollow portion filled with compressed gas provided on the ground beside the manhole or the like at the other end of the pipeline, hold the cable or the like and pull out from the pipeline, A lubricant is supplied to the outer periphery of the cable or the like before the conduit opening on the pushing side to insert the cable or the like from one end to the other end of the conduit. Pipe line construction method.
【請求項2】 通信用ケーブル又はビニールパイプ類の
埋設管路からの撤去工法において、当該埋設管路の一端
のマンホール等の脇の地上に、圧縮ガスを中空部に充填
させた対の弾性ローラを設け、この対の弾性ローラに上
記ケーブル等を挾持させて当該対の弾性ローラを回転さ
せ、当該箇所からマンホール等内の管路口まで設けたフ
レキシブルガイド管内を通して管路内の上記ケーブル等
を引き出し、又当該管路の他端のマンホール等に設けた
圧縮ガスを中空部に充填させた対の弾性ローラを回転さ
せて上記ケーブル等を挾持して管路に押し込み、当該管
路からケーブル等を撤去させることを特徴とする、弾性
ローラによるケーブル等の管路内撤去工法。
2. A pair of elastic rollers having a hollow portion filled with a compressed gas on the ground beside a manhole or the like at one end of the buried pipeline in the method of removing a communication cable or vinyl pipes from the buried pipeline. The pair of elastic rollers holds the cable or the like and rotates the pair of elastic rollers, and pulls out the cable or the like in the pipeline through the flexible guide pipe provided from the location to the duct opening in the manhole or the like. In addition, by rotating a pair of elastic rollers having a hollow portion filled with a compressed gas provided in a manhole or the like at the other end of the pipeline, the cable or the like is clamped and pushed into the pipeline to remove the cable or the like from the pipeline. A method of removing cables and other pipes by elastic rollers, which is characterized by removing them.
JP21023295A 1995-07-27 1995-07-27 Lines in pipes such as cables with elastic rollers and removal method Expired - Fee Related JP3406977B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21023295A JP3406977B2 (en) 1995-07-27 1995-07-27 Lines in pipes such as cables with elastic rollers and removal method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21023295A JP3406977B2 (en) 1995-07-27 1995-07-27 Lines in pipes such as cables with elastic rollers and removal method

Publications (2)

Publication Number Publication Date
JPH0946840A true JPH0946840A (en) 1997-02-14
JP3406977B2 JP3406977B2 (en) 2003-05-19

Family

ID=16585979

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21023295A Expired - Fee Related JP3406977B2 (en) 1995-07-27 1995-07-27 Lines in pipes such as cables with elastic rollers and removal method

Country Status (1)

Country Link
JP (1) JP3406977B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101137778B1 (en) * 2008-04-21 2012-04-24 이명규 Execution method using installer of manhole pipe

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6155415U (en) * 1984-09-12 1986-04-14
JPS61502582A (en) * 1984-06-28 1986-11-06 ア−ンコ コ−ポレイシヨン Method for laying cables using internal ducts
JPH06343213A (en) * 1992-09-05 1994-12-13 Chubu Electric Power Co Inc Cable pulling equipment
JPH07123553A (en) * 1993-10-23 1995-05-12 Daigo Takamura Hauling unit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61502582A (en) * 1984-06-28 1986-11-06 ア−ンコ コ−ポレイシヨン Method for laying cables using internal ducts
JPS6155415U (en) * 1984-09-12 1986-04-14
JPH06343213A (en) * 1992-09-05 1994-12-13 Chubu Electric Power Co Inc Cable pulling equipment
JPH07123553A (en) * 1993-10-23 1995-05-12 Daigo Takamura Hauling unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101137778B1 (en) * 2008-04-21 2012-04-24 이명규 Execution method using installer of manhole pipe

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