JP3320913B2 - In-pipe wiring method for cable laying pipes - Google Patents

In-pipe wiring method for cable laying pipes

Info

Publication number
JP3320913B2
JP3320913B2 JP21094494A JP21094494A JP3320913B2 JP 3320913 B2 JP3320913 B2 JP 3320913B2 JP 21094494 A JP21094494 A JP 21094494A JP 21094494 A JP21094494 A JP 21094494A JP 3320913 B2 JP3320913 B2 JP 3320913B2
Authority
JP
Japan
Prior art keywords
pipe
pipeline
cable
opening
wire
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
Application number
JP21094494A
Other languages
Japanese (ja)
Other versions
JPH0879932A (en
Inventor
宣勝 池
敏男 中河
Original Assignee
株式会社ハッコー
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 株式会社ハッコー filed Critical 株式会社ハッコー
Priority to JP21094494A priority Critical patent/JP3320913B2/en
Publication of JPH0879932A publication Critical patent/JPH0879932A/en
Application granted granted Critical
Publication of JP3320913B2 publication Critical patent/JP3320913B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は管路の通線工法に関し、
詳しくは通信用のケーブル等が管路内に敷設されている
場合の管内通線工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a conduit construction method,
More particularly, the present invention relates to an in-pipe communication method when a communication cable or the like is laid in a pipe.

【0002】[0002]

【従来の技術】近年、都市の美観向上等の理由から、従
来地上に配線されていた電話線等のケーブルを地下に埋
設されている管路内へ移行することが行われている。そ
の手法としては、地下に埋設されている管路の一端側か
ら他端側に予め線材を通線させて、該線材にケーブルを
連結して牽引することで管路内にケーブルを敷設してい
る。
2. Description of the Related Art In recent years, a cable such as a telephone line, which has been conventionally laid on the ground, has been transferred to a pipe buried underground for reasons such as improving the beauty of a city. As a method, a wire is preliminarily laid from one end to the other end of a pipe buried underground, and a cable is laid in the pipe by connecting and pulling a cable to the wire. I have.

【0003】上述した通線方法として、従来様々な工法
が提案されている。例えば図4に示すように、パラシュ
ート部材aに線材bを連結した牽引具cを管路dの一端
開口部より管路d内に装填し、さらに該開口部に送風機
eを接続して牽引具cを他端開口部側へ圧送することで
管路d内に線材bを通線している。また、図示しないが
管路の一端開口部より所定長さのロッドを押し込み、該
ロッドを順次連結しながら管路内に挿通させ、挿通完了
後に該ロッドの先端に線材を接続して引き抜ことで通
線する工法等がある。
Conventionally, various construction methods have been proposed as the above-described wiring method. For example, as shown in FIG. 4, a traction tool c in which a wire b is connected to a parachute member a is loaded into the pipe d from one end opening of the pipe d, and a blower e is connected to the opening to connect the traction tool. By feeding c to the other end opening side, the wire b is passed through the conduit d. Further, push rods of a predetermined length from one end opening of the not shown pipe, is inserted into conduit while sequentially coupling the rod, pull disconnect rather by connecting the wire to the tip of the rod after insertion completion There is a construction method of passing through the line.

【0004】[0004]

【発明が解決しようとする課題】ところで、地下管路内
へのケーブル敷設の需要が高まる中、1本のケーブルを
敷設するために地面を掘削して新たに管路を埋設するに
は、その工事費用が余りにも高くなる。そこで既にケー
ブルが敷設されている管路内に新規のケーブルを敷設す
る管路内のケーブル多条敷設工事が考えられる。しかし
ながら、地中に埋設されている既設管路は、その埋設時
に他埋設物を回避するために切り回しを行う場合があ
り、その影響で図5に示すように、管路dの一部に凹部
d1が形成され、その部d1に水が溜ったりしてい
る。また、管路内に敷設されているケーブルfは、必ず
しも規則的に敷設されものではなく、該管路内で蛇行
して敷設されている場合がある。上述したような既設の
ケーブル敷設管路において、ケーブルの多条敷設工事を
行うために上述した従来の通線工法を行った場合、以下
のような問題点が派生する。 (1).パラシュートの牽引具を用いて通線工事を施行
した際、該牽引具が管路内の凹部に滞留する水、または
管路内で蛇行するケーブル阻まれて管路内で移動不能
になる。 (2).ロッドを用いて通線工事を施行した際、ロッド
の先端部で管路内に敷設されているケーブルを損傷させ
てしまう。
By the way, while the demand for laying cables in underground pipelines is increasing, it is necessary to dig the ground to lay one cable and bury a new pipeline. Construction costs are too high. Therefore, it is conceivable to lay multiple cables in a pipeline in which a new cable is laid in a pipeline in which a cable is already laid. However, existing pipelines buried in the ground may be cut around to avoid other buried objects at the time of burial, and as a result, as shown in FIG. recess d1 is formed, water is or collected in the concave portion d1. Further, the cable f are laid conduit, not laid necessarily regularly, may have been laid in meandering tube passage. In the existing cable laying pipeline as described above, when the above-described conventional wiring method is performed in order to perform multiple cable laying work, the following problems arise. (1). When a line is constructed using a parachute traction tool, the traction tool is blocked by water staying in a recess in the pipeline or a meandering cable in the pipeline, and cannot be moved in the pipeline. (2). When conducting wire construction work using a rod, the cable laid in the pipeline at the tip of the rod is damaged.

【0005】本発明は、これらの問題を解決すべく発明
されたものであり、ケーブルが敷設されている既設管路
内において適正な通線工法を提供することを目的とす
る。
The present invention has been made to solve these problems, and an object of the present invention is to provide a proper wiring method in an existing pipeline in which a cable is laid.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
め、本発明は、マンホール間に配設されている管路内に
ケーブルが敷設されている管路内で、該管路の第一開口
部側から第二開口部側へ線材を連結した管内通線牽引具
を挿通させて管路内に線材を通線させる管内通線工法に
おいて、上記牽引具は、空気含有率の高い変形自在で復
元性を有する軟質スポンジで形成し、前記管路の内径と
同程度の外径を有して中心部に球状の空洞部が設けられ
ボール部材と、前記ボール部材を所要のクリアランス
を介して覆うように形成された、後部にボール部材に含
有されている空気を排出できる小径の空気孔を有する耐
水性に富む袋状のシート部材とで構成し、前記空気孔の
周辺複数箇所に取り付けられたひもの集束箇所に線材を
連結した前記牽引具を管路の第一開口部より該管路内に
装填し、管路の第二開口部側に吸引装置を接続し、前記
吸引装置の駆動により牽引具をケーブルが敷設されてい
る管路で移動させる際に、該牽引具が管路内壁とケーブ
ルとの間隙に応じて変形しながら管路内に生起する差圧
で第一開口部から第二開口部へ移動して通線することを
特徴とするものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention relates to a pipe line in which a cable is laid in a pipe line provided between manholes. In the in-pipe wiring method in which a wire rod is connected from the opening side to the second opening side and the wire rod is inserted into the pipe by inserting the wire rod in the pipe, the above-described pulling tool has a high air content and is freely deformable. Return
Formed of soft sponge with original properties, cavity spherical is provided in the central portion to have a outside diameter of the inner diameter of the same order of the conduit
A ball member, which is formed so that the ball member covering over the required clearance, including the ball member in the rear
A water-resistant bag-shaped sheet member having a small-diameter air hole capable of discharging the air having the air hole.
The traction tool, which is a wire connected to a string converging point attached to a plurality of locations around the periphery , is loaded into the pipeline from the first opening of the pipeline, and a suction device is connected to the second opening side of the pipeline. When the suction device is driven to move the traction tool in the pipeline in which the cable is laid, the differential pressure generated in the pipeline while the traction tool is deformed according to the gap between the inner wall of the pipeline and the cable. In this case, the wire is moved from the first opening to the second opening to pass through the wire.

【0007】[0007]

【0008】[0008]

【作用】まず管路の第一開口部より線材を連結した管内
通線牽引具をケーブルが敷設されている管路内に装填す
る。その際、該管内通線牽引具は、空気含有率の高い変
形自在で復元性を有する軟質スポンジで形成されその外
径が管路の内径と同程度の中心部に球状の空洞部が設け
られたボール部材と、該ボール部材を所要のクリアラン
スを介して覆うように形成された後部にボール部材に含
有されている空気を排出できる小径の空気孔を有する耐
水性に富む袋状のシート部材とで構成されているため、
該牽引具におけるスポンジで形成され管路の内径と同程
度の外径を有するボール部材は、袋状のシート部材との
クリアランスと中心部に設けられた球状の空洞部とによ
る複合自由度により管路内壁とケーブルとの間隙に応
じて自由に変形し、外径が管路の内径と同程度のボール
部材による復元性を有する牽引具は管路内壁及びケーブ
に密着して装填される。次に管路の第二開口部を密閉
し、吸引装置を接続して駆動する。すると管路内には前
記牽引具を挟んで差圧が生起し、その差圧により前記牽
引具は管路の第一開口部側から第二開口部側へ移動す
る。その際牽引具は、上述したボール部材の袋状のシー
ト部材とのクリアランスと、ボール部材の中心部に設け
られた球状の空洞部とによるボール部材の複合自由度に
より、管路内壁とケーブルとの間隙に応じて自由に変形
し、管路内壁及びケーブルとの間をシールしながら移動
する。そのため、管路内に水が滞留している場合でもそ
の水を押しながら移動するようになる。その結果、ケー
ブルが敷設されている既設管路内において、通線と水抜
きとの両方を一工程で行うこととなる。
First, an in-line traction tool connected to a wire from the first opening of the line is loaded into the line in which the cable is laid . At this time, the in-pipe communication line traction tool is provided with a high air content change.
Formed with a flexible sponge that is flexible and resilient, and has a spherical cavity at the center where its outer diameter is about the same as the inner diameter of the pipeline
The ball member and a rear portion formed so as to cover the ball member with a required clearance are included in the ball member.
Because it is composed of a highly water-resistant bag-shaped sheet member having small-diameter air holes capable of discharging the air,
About the same as the inner diameter of the conduit formed by the sponge in the traction tool
The ball member having an outer diameter of about 10 degrees is freely deformed in accordance with the gap between the inner wall of the conduit and the cable due to the combined freedom of clearance between the bag-shaped sheet member and the spherical cavity provided at the center. Ball whose outer diameter is about the same as the inner diameter of the pipeline
The traction device with resilience by members is the inner wall of the pipeline and the cable
It is loaded in close contact with Le. Next, the second opening of the pipeline is closed, and a suction device is connected and driven. Then, a differential pressure is generated in the pipeline with the traction device interposed therebetween, and the differential pressure causes the traction device to move from the first opening side to the second opening side of the pipeline. At that time, the traction tool is provided at the center of the ball member with the clearance between the ball member and the bag-shaped sheet member.
Due to the combined degree of freedom of the ball member with the provided spherical cavity , the ball member is freely deformed according to the gap between the inner wall of the conduit and the cable, and moves while sealing between the inner wall of the conduit and the cable . For this reason, even when water stays in the pipeline, it moves while pushing the water. As a result, in the existing pipeline in which the cable is laid, both the wiring and the drainage are performed in one step.

【0009】[0009]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1は本発明の概略を説明する図で、符号1は
マンホール2とマンホール3との間に配設されている既
設管路である。該管路1は内径が80mm程度の鋼管
で、他埋設物回避のための切り回し等の原因から該管路
1の一部に凹部11があるものとする。そして該凹部1
1には、マンホール2,3から浸入した雨水等の水が滞
留している。また、管路1内には電話線等の通信ケーブ
ル4が蛇行しながら敷設されている。該通信ケーブル4
は、メタルケーブル等の銅線を外被で覆ったもので、そ
の外径は34mm程度のものである。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a diagram for explaining the outline of the present invention. Reference numeral 1 denotes an existing pipeline provided between a manhole 2 and a manhole 3. The pipe 1 is a steel pipe having an inner diameter of about 80 mm, and has a recess 11 in a part of the pipe 1 due to turning around to avoid other buried objects. And the recess 1
In 1, water such as rainwater that has entered from manholes 2 and 3 is retained. A communication cable 4 such as a telephone line is laid in the pipeline 1 while meandering. The communication cable 4
Is a copper wire such as a metal cable covered with a jacket, and its outer diameter is about 34 mm.

【0010】上述した管路1内に、マンホール2側の
一開口部である始端開口部12から該管路1内に線材6
を連結した管内通線牽引具5を装填する。該線材6は剛
性が高く、比較的軽量な材質で構成されており、管内通
線牽引具5の後段に連結されている。また、マンホール
3側の第二開口部である終端開口部13を密閉して吸引
装置7を接続する。そして吸引装置7を駆動して管内通
線牽引具5を管路1の始端開口部12側から終端開口部
13側へ移動させる。
[0010] the above-described conduit 1, a manhole 2 side
From the starting end opening 12 which is one opening , the wire 6
Is loaded. The wire 6 is made of a material having a high rigidity and a relatively light weight, and is connected to the rear stage of the in-pipe through-line traction tool 5. Further, the suction device 7 is connected by sealing the terminal opening 13 which is the second opening on the manhole 3 side. Then, the suction device 7 is driven to move the in-pipe communication line traction tool 5 from the start end opening 12 side of the pipe line 1 to the end opening part.
Move to 13 side .

【0011】前記管内通線牽引具5は、図2に示すよう
に、外径が管路1の内径と略等しい80mmの内径を有
するボール部材51と、該ボール部材51を覆うように
形成されるシート部材52とで構成されている。前記ボ
ール部材51は、密度が低く空気含有率の高い軟質スポ
ンジで形成されており、中心部に球状の空洞部51aが
設けてあり、該空洞部51aはボール部材51の外径の
1/3の25mm程度である。そのため、該ボール部材
51はどのような形状にも変形しやすく、また復元性も
高いものに構成されている。またシート部材52は、ナ
イロン等の耐水性の優れたもので形成されており、前記
ボール部材51を覆うように球形の袋状になっている。
そしてボール部材51が変形した際に、ボール部材51
に含有されている空気を排出できるように、シート部材
52には大気と連通する小径の空気孔52aが設けられ
ている。ここで図に示すように、ボール部材51とシー
ト部材52との間には所要のクリアランスがある。また
該空気孔52aの周辺複数箇所に所要長さのひも52b
が取り付けられており、該ひも52bが後段で集束さ
れ、該集束箇所52cに線材6を連結するようにしてい
る。
As shown in FIG. 2, the in-pipe communication line traction tool 5 is formed so as to cover a ball member 51 having an inner diameter of 80 mm having an outer diameter substantially equal to the inner diameter of the conduit 1, and to cover the ball member 51. And a sheet member 52. The ball member 51 is formed of a soft sponge having a low density and a high air content, and has a spherical hollow portion 51a at the center thereof, and the hollow portion 51a is 3 of the outer diameter of the ball member 51. Of about 25 mm. Therefore, the ball member 51 is easily deformed into any shape, and is configured to have high resilience. The seat member 52 is formed of a material having excellent water resistance, such as nylon, and has a spherical bag shape so as to cover the ball member 51.
When the ball member 51 is deformed, the ball member 51
The sheet member 52 is provided with a small-diameter air hole 52a communicating with the atmosphere so that the air contained in the sheet member 52 can be discharged. Here, as shown in the drawing, there is a required clearance between the ball member 51 and the seat member 52. Strings 52b of a required length are provided at a plurality of locations around the air holes 52a.
The string 52b is focused at a later stage, and the wire 6 is connected to the focusing point 52c.

【0012】上述のように構成される管内通線牽引具5
は、管路1内に装填された場合に、管路1の内壁と通信
ケーブル4との間隙形状に合わせて変形するようにな
り、かつ牽引具5の外周面は管路1の内壁と通信ケーブ
ル4の外周に密着するようになる。
The in-pipe communication line traction device 5 configured as described above.
Will be deformed in accordance with the shape of the gap between the inner wall of the pipe 1 and the communication cable 4 when loaded into the pipe 1, and the outer peripheral surface of the traction tool 5 will communicate with the inner wall of the pipe 1. It comes into close contact with the outer periphery of the cable 4.

【0013】また、図2(b)に示すように、ボール部
材51を2分割にすると、シート部材52内で分割した
ボール部材51が互いに、ずれたり、離間したりするこ
とで、より管路1の内壁と通信ケーブル4との間隙形状
に合わせて変形しやすくなる。但し、ボール部材51は
2分割に限らず、3分割、4分割、またはそれ以上に分
割してもよく、その場合は上述同様に間隙形状に合わせ
て変形しやすくなる。
Further, as shown in FIG. 2B, when the ball member 51 is divided into two parts, the divided ball members 51 in the sheet member 52 are shifted or separated from each other, so that the pipe line is further increased. 1 is easily deformed in accordance with the shape of the gap between the inner wall 1 and the communication cable 4. However, the ball member 51 is not limited to being divided into two, but may be divided into three, four, or more. In such a case, the ball member 51 is easily deformed according to the gap shape as described above.

【0014】次に本発明の作用を説明する。図1におい
て、まず管路1の始端開口部12より線材6を連結した
管内通線牽引具5を管路1内に装填する。次に管路1の
終端開口部を密閉し、吸引装置7を接続して駆動する。
すると管路1内には前記牽引具5を挟んで差圧が生起
し、その差圧により前記牽引具5は管路1の始端開口部
12側から終端開口部13側へ移動する。
Next, the operation of the present invention will be described. In FIG. 1, first, an in-pipe through-line traction tool 5 to which a wire 6 is connected through a starting end opening 12 of the pipe 1 is loaded into the pipe 1. Next, the terminal opening of the pipeline 1 is sealed, and the suction device 7 is connected and driven.
Then, a differential pressure is generated in the pipeline 1 with the traction device 5 interposed therebetween, and the traction device 5 is moved from the start opening 12 side to the end opening 13 side of the pipeline 1 by the pressure difference.

【0015】その際牽引具5は、管路1の内壁と通信ケ
ーブル4との間隙形状に合わせて変形しながら移動する
が、例えばケーブル4が管路1内の下方に位置している
場合は、図3(a){図1のA−A断面図}に示すよう
に、牽引具5はケーブル4をくわえ込むように変形し、
牽引具5の外周面は管路1の内壁と通信ケーブル4の外
周に密着するようになる。また、ケーブル4が管路1内
の略中央に位置している場合は、図3(b){図1のB
−B断面図}に示すように、牽引具5はケーブル4を抱
き込むように変形し、上述同様、牽引具5の外周面は管
路1の内壁と通信ケーブル4の外周に密着する。
At this time, the traction tool 5 moves while deforming according to the gap between the inner wall of the pipeline 1 and the communication cable 4. For example, when the cable 4 is located below the pipeline 1. As shown in FIG. 3A {a sectional view taken along the line AA in FIG. 1}, the traction tool 5 is deformed so as to hold the cable 4,
The outer peripheral surface of the traction tool 5 comes into close contact with the inner wall of the conduit 1 and the outer periphery of the communication cable 4. In addition, when the cable 4 is located substantially at the center in the pipeline 1, FIG.
As shown in -B sectional view}, the traction tool 5 is deformed so as to embrace the cable 4, and the outer peripheral surface of the traction tool 5 comes into close contact with the inner wall of the conduit 1 and the outer circumference of the communication cable 4, as described above.

【0016】上述したように管内通線牽引具5は管路内
壁との間をシールするようにして移動する。そのため、
管路1の凹部11に水が滞留している場合でもその水を
押し出すようにして移動するようになる。この時、牽引
具5は、その中央部分をシール面としているため、該牽
引具5の後方に形成された空気孔52aから水が浸入す
ることはない。さらに、仮に牽引具5が管路1の内壁と
通信ケーブル4との間隙形状にぴったり合わせて変形で
きず、一時的に若干のすきまが生じたとしても吸引装置
で吸引しているため、管内通線牽引具5が管路1内で止
まってしまうことはなく、さらにはそのすきま部分から
水が流れ出て水の排出ができなくなることはない。この
ようにして、ケーブル4が敷設されている既設管路1内
において、通線と水抜きとの両方を一工程で行うことと
なる。
As described above, the in-pipe communication line traction tool 5 moves so as to seal between the pipe and the inner wall. for that reason,
Even when water stays in the concave portion 11 of the pipeline 1, the water moves so as to push out the water. At this time, since the traction tool 5 has a central portion as a sealing surface, water does not enter through the air holes 52a formed behind the traction tool 5. Furthermore, even if the traction tool 5 cannot be deformed to fit exactly into the gap between the inner wall of the pipe 1 and the communication cable 4 and even if a slight gap is generated temporarily, the suction device sucks the pipe. The line traction tool 5 does not stop in the pipeline 1, and furthermore, water does not flow out of the clearance and the water cannot be discharged. In this way, in the existing pipeline 1 in which the cable 4 is laid, both the wiring and the drainage are performed in one step.

【0017】[0017]

【発明の効果】以上説明したように本発明によると、管
内通線牽引具は空気含有率の高い変形自在で復元性を有
する軟質スポンジで形成されその外径が管路の内径と同
程度の中心部に球状の空洞部が設けられたボール部材
と、該ボール部材を所要のクリアランスを介して覆うよ
うに形成された後部にボール部材に含有されている空気
を排出できる小径の空気孔を有する耐水性に富む袋状の
シート部材とで構成されているため、該牽引具は、ボー
ル部材の袋状のシート部材とのクリアランスと、ボール
部材の中心部に設けられた球状の空洞部とによるボール
部材の複合自由度により、管路内壁とケーブルとの間隙
に応じ管路内壁及びケーブルに密接して自由に変形しな
がら移動するようになる。そのため、ケーブルが敷設さ
れている既設管路内においても既存のケーブルを傷つけ
ることなく適正な通線工事が施行できるようになり、さ
らには管路内に滞留する水の排出作業までも一工程で行
うことができるようになる。その結果、安価な作業コス
トでケーブル管路内の多条敷設工事と水抜き工事との施
行ができるようになる。
As described above, according to the present invention, the in-pipe through-line traction tool has a high air content and is deformable and resilient.
A ball member formed of a soft sponge having an outer diameter substantially equal to the inner diameter of the conduit and having a spherical hollow portion at the center thereof, and a rear portion formed so as to cover the ball member through a required clearance Air contained in the ball member
Is formed of a water-resistant bag-shaped sheet member having a small-diameter air hole capable of discharging air, so that the traction tool has a clearance between the ball member and the bag-shaped sheet member, and a center portion of the ball member. Due to the combined degree of freedom of the ball member provided by the provided spherical hollow portion , the ball member moves in close contact with the inner wall of the conduit and the cable and freely deforms according to the gap between the inner wall of the conduit and the cable . As a result, proper wiring work can be performed without damaging the existing cable even in the existing pipeline where the cable is laid, and even the work of discharging the water remaining in the pipeline in one process. Will be able to do it. As a result, it is possible to carry out the multi-layer laying work and the drainage work in the cable conduit at a low operation cost.

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

【図1】本発明の概略説明図FIG. 1 is a schematic explanatory view of the present invention.

【図2】管内通線牽引具の説明図FIG. 2 is an explanatory view of an in-pipe traffic line traction tool.

【図3】管内通線牽引具の作用説明図FIG. 3 is an explanatory view of the operation of the in-pipe communication line traction tool

【図4】従来技術の説明図FIG. 4 is an explanatory view of a conventional technique.

【図5】既設管路の説明図FIG. 5 is an explanatory view of an existing pipeline.

【符号の説明】[Explanation of symbols]

1 管路 11 凹部 12 始端開口部 13 終端開口部 2 マンホール 3 マンホール 4 通信ケーブル 5 管内通線牽引具 51 ボール部材 51a 空洞部 52 シート部材 52a 空気孔 52b ひも 52c 集束箇所 6 線材 7 吸引装置 DESCRIPTION OF SYMBOLS 1 Pipeline 11 Concave part 12 Start end opening 13 End opening 2 Manhole 3 Manhole 4 Communication cable 5 In-tube traction tool 51 Ball member 51a Hollow part 52 Sheet member 52a Air hole 52b String 52c Focusing point 6 Wire rod 7 Suction device

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) H02G 1/08 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 7 , DB name) H02G 1/08

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】マンホール間に配設されている管路内にケ
ーブルが敷設されている管路内で、該管路の第一開口部
側から第二開口部側へ線材を連結した管内通線牽引具を
挿通させて管路内に線材を通線させる管内通線工法にお
いて、 上記牽引具は、空気含有率の高い変形自在で復元性を有
する軟質スポンジで形成し、前記管路の内径と同程度の
外径を有して中心部に球状の空洞部が設けられたボール
部材と、 前記ボール部材を所要のクリアランスを介して覆うよう
に形成された、後部にボール部材に含有されている空気
を排出できる小径の空気孔を有する耐水性に富む袋状の
シート部材とで構成し、前記空気孔の周辺複数箇所に取り付けられたひもの集束
箇所に 線材を連結した前記牽引具を管路の第一開口部よ
り該管路内に装填し、管路の第二開口部側に吸引装置を
接続し、 前記吸引装置の駆動により牽引具をケーブルが敷設され
ている管路で移動させる際に、該牽引具が管路内壁とケ
ーブルとの間隙に応じて変形しながら管路内に生起する
差圧で第一開口部から第二開口部へ移動して通線するこ
とを特徴とするケーブル敷設管における管内通線工法。
1. A pipe passage in which a wire is connected from a first opening side to a second opening side of a pipe in a pipe in which a cable is laid in a pipe provided between manholes. In the in-pipe wiring construction method in which a wire traction tool is inserted and a wire is passed through the pipe, the traction tool has a high air content and is freely deformable and has resilience.
To form a soft sponge, a ball member having a cavity portion of the spherical is provided at the center and have a outer diameter of the inner diameter of the same order of the conduit, so that the ball member covering over the required clearance Air formed in the ball member at the rear formed
And a water-resistant bag-like sheet member having a small-diameter air hole capable of discharging air, and a string bundle attached to a plurality of locations around the air hole.
The above-described traction tool having a wire connected to a point is loaded into the pipeline from the first opening of the pipeline, a suction device is connected to the second opening of the pipeline, and the traction device is driven by driving the suction device. When moving in a pipeline in which the cable is laid, the traction tool is deformed according to the gap between the pipeline inner wall and the cable, and the first opening to the second opening due to a differential pressure generated in the pipeline. In-pipe wiring method for cable laying pipes, characterized by moving to and passing through to
JP21094494A 1994-09-05 1994-09-05 In-pipe wiring method for cable laying pipes Expired - Fee Related JP3320913B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21094494A JP3320913B2 (en) 1994-09-05 1994-09-05 In-pipe wiring method for cable laying pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21094494A JP3320913B2 (en) 1994-09-05 1994-09-05 In-pipe wiring method for cable laying pipes

Publications (2)

Publication Number Publication Date
JPH0879932A JPH0879932A (en) 1996-03-22
JP3320913B2 true JP3320913B2 (en) 2002-09-03

Family

ID=16597685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21094494A Expired - Fee Related JP3320913B2 (en) 1994-09-05 1994-09-05 In-pipe wiring method for cable laying pipes

Country Status (1)

Country Link
JP (1) JP3320913B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116247568A (en) * 2023-05-10 2023-06-09 江苏江扬电力电缆有限公司 Power cable installs auxiliary device

Also Published As

Publication number Publication date
JPH0879932A (en) 1996-03-22

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