JPH0363609B2 - - Google Patents

Info

Publication number
JPH0363609B2
JPH0363609B2 JP17764684A JP17764684A JPH0363609B2 JP H0363609 B2 JPH0363609 B2 JP H0363609B2 JP 17764684 A JP17764684 A JP 17764684A JP 17764684 A JP17764684 A JP 17764684A JP H0363609 B2 JPH0363609 B2 JP H0363609B2
Authority
JP
Japan
Prior art keywords
pipe
laying
installation
laid
guide
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 - Lifetime
Application number
JP17764684A
Other languages
Japanese (ja)
Other versions
JPS6157723A (en
Inventor
Shinji Nakagawa
Akira Pponma
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP59177646A priority Critical patent/JPS6157723A/en
Publication of JPS6157723A publication Critical patent/JPS6157723A/en
Publication of JPH0363609B2 publication Critical patent/JPH0363609B2/ja
Granted legal-status Critical Current

Links

Classifications

    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G1/00Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
    • H02G1/06Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
    • H02G1/08Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L7/00Supporting pipes or cables inside other pipes or sleeves, e.g. for enabling pipes or cables to be inserted or withdrawn from under roads or railways without interruption of traffic

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Electric Cable Installation (AREA)

Description

【発明の詳細な説明】 (a) 産業上の利用分野 本発明は、ケーブル管路、水道管、ガス管、下
水道管等の管路を、敷設管中に、管路を台車に支
持させた形で押し込み敷設してゆく、推進配管工
法に関する。
[Detailed Description of the Invention] (a) Field of Industrial Application The present invention provides a system for installing cable conduits, water pipes, gas pipes, sewer pipes, etc., in which the conduits are supported by carts in laid pipes. Concerning the propulsion piping construction method in which the piping is laid by pushing it in a shape.

(b) 従来の技術 出願人は、特願昭58−234842号(特開昭60−
128811号公報)、特願昭59−46341号(特開昭60−
192186号公報)、特願昭59−46342号(特開昭60−
192187号公報)、特願昭59−46343号(特開昭60−
192188号公報)、その他において、ケーブルを敷
設する敷設管の上部に1本のガイドレールを敷設
し、該ガイドレールに沿つて管路を塔載した台車
を連結した形で移動させ、もつて敷設管中に管路
を敷設してゆく管路敷設用台車を提案している。
(b) Prior art The applicant has filed Japanese Patent Application No. 58-234842
Publication No. 128811), Japanese Patent Application No. 1983-46341 (Japanese Patent Application No. 1983-
Publication No. 192186), Japanese Patent Application No. 46342 (1982)
Publication No. 192187), Japanese Patent Application No. 1984-46343 (Japanese Patent Application No. 1983-
192188), and others, a guide rail is laid above the laying pipe on which the cable is to be laid, and trolleys carrying the pipe are moved in a connected manner along the guide rail, and the cable is laid. We are proposing a conduit-laying trolley that lays conduits inside pipes.

(c) 発明が解決しようとする問題点 この提案による方法を用いることにより、管路
の敷設管中への敷設が、管路を塔載した台車を立
坑から順次敷設管中へ押し込んでゆくことにより
可能となつたが、通常、ガイドレール等の台車の
走行ガイド手段は、敷設管1の設置状態に応じて
適度な調整を行いつつ敷設管1に直接取り付ける
方法が用いられていた。しかし、敷設管の内径
が、例えば600mmφ〜1000mmφ程度に小さくなる
と、そうした敷設管の設置状態による調整作業の
実行がスペースの関係上むずかしくなり、ガイド
レール等の敷設管への敷設作業が困難になる不都
合があり、簡単にそうしたレールの敷設等が行え
る工法の開発が望まれていた。
(c) Problems to be solved by the invention By using the method proposed in this proposal, the pipeline can be laid into the pipe by sequentially pushing a cart carrying the pipe into the pipe from a vertical shaft. However, normally, the means for guiding the carriage such as a guide rail is directly attached to the laying pipe 1 while making appropriate adjustments depending on the installation state of the laying pipe 1. However, when the inner diameter of the laying pipe becomes smaller, for example, from 600 mmφ to 1000 mmφ, it becomes difficult to perform adjustment work depending on the installed state of the laying pipe due to space constraints, and it becomes difficult to install guide rails etc. on the laying pipe. Due to these inconveniences, there was a desire to develop a construction method that would make it easier to lay such rails.

本発明は、前述の欠点を解消すべく、ガイド手
段の敷設管内への敷設を、敷設管の設置状態等に
係わりなく、即ち何らの調整作業を敷設管に対し
て行うこと無く行うことが出来、従つて、敷設管
の内径が小さくなつても、ガイド手段の敷設作業
を容易かつ迅速に行うことが出来る推進配管工法
を提供することを目的とするものである。
In order to solve the above-mentioned drawbacks, the present invention enables the guide means to be installed in the pipe regardless of the installation state of the pipe, that is, without making any adjustment to the pipe. Therefore, it is an object of the present invention to provide a propulsion piping construction method that allows the installation of guide means to be carried out easily and quickly even when the inner diameter of the pipe to be installed is reduced.

(d) 問題点を解決するための手段 即ち、本発明は、外径が拡張収縮自在に設けら
れた敷設バンドを、管路を敷設すべき敷設管内に
所定の間隔で設置し、次いで該設置された敷設バ
ンド上に台車の走行ガイド手段を装着設置し、該
装着された走行ガイド手段に沿つて管路を塔載支
持した台車を走行させることにより、敷設管内へ
の管路の敷設を行うようにして構成される。
(d) Means for solving the problem That is, the present invention installs laying bands whose outer diameters are expandable and contractible at predetermined intervals inside a laying pipe where a conduit is to be laid, and then installs them at predetermined intervals. A running guide means of a trolley is mounted and installed on the installed running guide means, and the trolley carrying the pipe supporting the pipe is run along the installed running guide means, thereby laying the pipe into the pipe being laid. It is constructed in this way.

(e) 作用 上記した構成により、本発明は、管路の敷設管
内への設置に際して、敷設バンドを所定の間隔で
設置し、該設置された敷設バンド上にガイド手段
を敷設し、次いで敷設されたガイド手段を用いて
管路を塔載した台車を走行させて、管路の敷設を
行うように作用する。
(e) Effect With the above-described configuration, the present invention, when installing a conduit in a laid pipe, installs laying bands at predetermined intervals, lays a guide means on the installed laying bands, and then installs a laying band on the installed laying band. The trolley on which the pipe is mounted is moved using guide means, and the pipe is laid.

(f) 実施例 以下、本発明の実施例を図面に基づき説明す
る。
(f) Embodiments Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図は本発明による推進配管工法の一実施例
が適用された管路の敷設現場を示す断面図、第2
図は第1図の側面図である。
Fig. 1 is a sectional view showing a pipeline installation site to which an embodiment of the propulsion piping method according to the present invention is applied;
The figure is a side view of FIG. 1.

管路の敷設現場は、第1図及び第2図に示すよ
うに、地中に埋設された断面円形の敷設管1を有
しており、敷設管1は第2図左右方向、即ち矢印
A,B方向に伸延敷設されている。敷設管1の内
面1aには、敷設管1の敷設方向についてほぼ等
間隔で、敷設バンド2が設けられており、敷設バ
ンド2は全体が幅Wで略円環状に形成され、一部
にスリツト2aが設けられている。敷設バンド2
は鉄製のリング2bを有しており、リング2bの
の外周部、即ち敷設管内面1aと当接する部分に
はゴム製のすべり止めリング2cが貼着されてい
る。また、リング2bのスリツト2a部分にはブ
ラケツト2d,2dが形成されており、ブラケツ
ト2d,2d間には、両端に互いに逆方向にネジ
の螺設された調整ボルト2eが螺合している。
As shown in Figs. 1 and 2, the pipeline installation site has a pipe 1 with a circular cross section buried underground, and the pipe 1 is directed in the left-right direction in Fig. 2, that is, arrow A. , B direction. Laying bands 2 are provided on the inner surface 1a of the laying pipe 1 at approximately equal intervals in the laying direction of the laying pipe 1. 2a is provided. Laying band 2
has a ring 2b made of iron, and a non-slip ring 2c made of rubber is adhered to the outer periphery of the ring 2b, that is, the part that comes into contact with the inner surface 1a of the pipe. Further, brackets 2d, 2d are formed in the slit 2a portion of the ring 2b, and adjustment bolts 2e, which are threaded at both ends in opposite directions, are screwed between the brackets 2d, 2d.

更に、リング2bの第1図下方には、2枚のレ
ール止め板3,3がボルト5,5によりリング2
bに対して固定自在に設けられており、レール止
め板3,3の間には断面がT字形に形成されたガ
イドレール6が、敷設管1の敷設方向である第2
図矢印A,B方向に伸延設置されている。レール
止め板3,3の反対側、即ち敷設バンド2の第1
図上端部には、断面L字形のアングルガイド7,
7がボルト13,13により互いに対向する形
で、矢印A,B方向に、敷設管1の全長に亙り取
り付けられている。
Furthermore, below the ring 2b in FIG.
A guide rail 6 having a T-shaped cross section is provided between the rail stop plates 3 and 3 so as to be fixed to the guide rail 6 in the direction in which the installation pipe 1 is laid.
It is installed extending in the direction of arrows A and B in the figure. The opposite side of the rail stopper plates 3, 3, that is, the first side of the laying band 2
At the upper end of the figure, an angle guide 7 with an L-shaped cross section,
7 are attached over the entire length of the installation pipe 1 in the directions of arrows A and B with bolts 13, 13 facing each other.

一方、ガイドレール6には4本の管路9を支持
した板状の台車10が、台車10の下端に回転自
在に装着された車輪10aを介してガイドレール
6に沿つて矢印A,B方向に移動自在に設けられ
ており、台車10の上部にはガイドローラ10b
が回転自在に支持されている。敷設管1中の隣接
する台車10,10間には、複数の連結棒11が
2台の台車10を相互に連結する形で設けられて
おり、従つて台車10は2台が1組になつた形で
使用される。なお、台車10に塔載支持される管
路9は、第2図に示すように、台車10,10の
中間部で相互に接続されている。
On the other hand, a plate-shaped truck 10 supporting four pipes 9 is mounted on the guide rail 6 in the directions of arrows A and B along the guide rail 6 via wheels 10a rotatably attached to the lower end of the truck 10. A guide roller 10b is provided on the upper part of the cart 10.
is rotatably supported. A plurality of connecting rods 11 are provided between adjacent carts 10, 10 in the laying pipe 1 to connect the two carts 10 to each other, so that two carts 10 form a set. used in the form of Incidentally, the pipe lines 9 supported by the cart 10 are connected to each other at the intermediate portion of the carts 10, 10, as shown in FIG.

なお、敷設管1の第1図上部には、胴締めコン
クリート打設用のコンクリート注入管12が設置
されている。
Incidentally, at the upper part of the installation pipe 1 in FIG. 1, a concrete injection pipe 12 for pouring concrete for clinching is installed.

敷設バンド2等は以上のような構成を有するの
で、敷設管1中に管路9を敷設する際には、ま
ず、敷設管1中に敷設バンド2を搬入し、第1図
に示すように、レール止め板3が敷設管1の下端
に位置するように位置決めして固定する。敷設バ
ンド2の敷設管1内への搬入は、敷設バンド2の
調整ボルト2eを回転調整して、ブラケツト2
d,2d間の間隙Xを縮めて、リング2bの外径
を縮小させ、その状態で搬入する。敷設バンド2
を敷設管1内の所定の設置位置に搬入したところ
で、調整ボルト2eを再度回転調整して、ブラケ
ツト2d,2d間の間隙Xを広げる。すると、リ
ング2bの外径が拡大して、リング2bの外周部
のすべり止めリング2cが敷設管内面1aに所定
の押圧力で押圧され、敷設バンド2は敷設管内面
1aにしつかりと確実に固定される。
Since the laying band 2 and the like have the above-described configuration, when laying the conduit 9 in the laying pipe 1, first carry the laying band 2 into the laying pipe 1 and install it as shown in Fig. 1. , the rail stopper plate 3 is positioned and fixed at the lower end of the installation pipe 1. To carry the installation band 2 into the installation pipe 1, rotate and adjust the adjustment bolt 2e of the installation band 2, and then tighten the bracket 2.
The gap X between d and 2d is reduced to reduce the outer diameter of the ring 2b, and the ring 2b is transported in that state. Laying band 2
When the brackets are brought into a predetermined installation position within the installation pipe 1, the adjusting bolt 2e is rotated and adjusted again to widen the gap X between the brackets 2d. Then, the outer diameter of the ring 2b expands, and the non-slip ring 2c on the outer periphery of the ring 2b is pressed against the inner surface 1a of the laying pipe with a predetermined pressing force, and the laying band 2 is firmly and securely fixed on the inner surface 1a of the laying pipe. be done.

こうして、敷設バンド2を次々に敷設管1内に
所定の間隔で、第2図に示すように、設置固定し
たところで、敷設バンド2のボルト5,5を緩め
てレール止め板3,3間にガイドレール6を敷設
する。敷設されたガイドレール6は、ボルト5,
5を締結することにより、レール止め板3,3に
より確実にリング2b側に押圧保持される。な
お、ガイドレール6は敷設管1内の全ての敷設バ
ンド2間を結ぶ形で設置される。
In this way, the laying bands 2 are installed and fixed one after another in the laying pipe 1 at predetermined intervals as shown in FIG. Lay the guide rail 6. The installed guide rail 6 has bolts 5,
By fastening 5, the rail stopper plates 3, 3 reliably press and hold the ring 2b. Note that the guide rail 6 is installed to connect all the laying bands 2 in the laying pipe 1.

ガイドレール6が敷設管1の全長に亙り設置さ
れたところで、今度は敷設バンド2の上端部にア
ングルガイド7,7をボルト13,13により敷
設管1の全長に亙り締結固着する。こうして、ア
ングルガイド7,7が設けられたところで、管路
9を支持した台車10を、台車10の車輪10a
を、第1図に示すように、ガイドレール6に係合
させ、かつガイドローラ10bをアングルガイド
7,7間のガイド空間15に挿入係合させる形
で、図示しない立坑部分から挿入設置し、第2図
例えば矢印A方向に押し込む。すると、台車10
は車輪10aがガイドレール6にガイドされ、更
にガイドローラ10がガイド空間15にガイドさ
れるる形でA方向に管路9と共に移動する。台車
10及び管路9は、次々に立坑部分で継ぎ足され
てゆく形で敷設管1内に押し込まれ、最終的に敷
設管1内の全長に亙り管路9が挿入されたところ
で、管路9の敷設作業は完了する。なお、管路敷
設中の台車10は、ガイドレール6及びアングル
ガイド7等のガイド手段により、適切に敷設管1
に沿う形でガイドされるので、台車10は敷設管
1中で第1図左右方向に揺れ動くことなく円滑に
走行し、敷設管1がカーブした形で設置されてい
ても何らの不都合も生じることなく走行すること
が出来る。
Once the guide rail 6 has been installed over the entire length of the installation pipe 1, angle guides 7, 7 are fastened and fixed to the upper end of the installation band 2 over the entire length of the installation pipe 1 using bolts 13, 13. In this way, when the angle guides 7, 7 are provided, the truck 10 supporting the pipe line 9 is moved around the wheels 10a of the truck 10.
As shown in FIG. 1, the guide rail 6 is engaged with the guide roller 10b, and the guide roller 10b is inserted into and engaged with the guide space 15 between the angle guides 7, 7 from a shaft portion (not shown). Figure 2: For example, push in the direction of arrow A. Then, trolley 10
The wheel 10a is guided by the guide rail 6, and the guide roller 10 is further guided by the guide space 15, and moves in the A direction together with the pipe line 9. The trolley 10 and the pipe line 9 are pushed into the laid pipe 1 in such a way that they are added one after another in the vertical shaft section, and finally, when the pipe line 9 is inserted over the entire length inside the laid pipe 1, the pipe line 9 The installation work has been completed. In addition, the trolley 10 that is currently laying the pipe is properly guided by guide means such as the guide rail 6 and the angle guide 7.
Since the trolley 10 is guided in a shape along the curve, the trolley 10 runs smoothly in the laying pipe 1 without swinging in the horizontal direction in Figure 1, and even if the laying pipe 1 is installed in a curved shape, no inconvenience occurs You can run without any problems.

こうして、敷設管1内に管路9が台車10と共
に敷設されたところで、コンクリート注入管12
からコンクリートを敷設管1内に注入し、凝固さ
せることにより、管路9は敷設管1内に固定定着
される。
In this way, when the pipe line 9 has been laid inside the laying pipe 1 together with the trolley 10, the concrete injection pipe 12
By pouring concrete into the pipe 1 and solidifying it, the conduit 9 is fixedly fixed in the pipe 1.

なお、上述の実施例はガイドレール6を敷設バ
ンド2、従つて敷設管1の下部に敷設し、該ガイ
ドレール6上を台車10が走行するように構成し
た場合について述べたが、ガイドレール6の設置
位置は敷設管1の下部に限らず、敷設管1の上部
に位置するように敷設し、該上部に敷設されたガ
イドレール6に台車10を懸垂吊下させるように
構成することも当然可能である。
In addition, in the above-mentioned embodiment, a case has been described in which the guide rail 6 is laid under the laying band 2, and therefore the lower part of the laying pipe 1, and the cart 10 is configured to run on the guide rail 6. The installation position is not limited to the lower part of the laying pipe 1, but it is also possible to install it so that it is located at the upper part of the laying pipe 1, and to suspend the cart 10 from the guide rail 6 laid on the upper part. It is possible.

また、上述の実施例は、敷設バンド2を1個所
のスリツト2aを有する、一体のリング2bから
形成した場合について述べたが、リング2bは敷
設バンド2の外径が拡張収縮自在である限り、必
ずしも一体である必要は無く、リング2bをその
円周方向に複数個のセグメントに分割して構成
し、敷設バンド2の敷設管1内への設置時に、円
環状に組み立てるようにしてもよいことは勿論で
ある。
Further, in the above embodiment, the laying band 2 is formed from an integral ring 2b having one slit 2a, but as long as the outer diameter of the laying band 2 can be expanded and contracted, the ring 2b can be The ring 2b does not necessarily have to be integral; the ring 2b may be divided into a plurality of segments in the circumferential direction, and assembled into an annular shape when the installation band 2 is installed in the installation pipe 1. Of course.

(g) 発明の効果 以上、説明したように、本発明によれば、外径
が拡張収縮自在に設けられた敷設バンド2を、管
路9を敷設すべき敷設管1内に所定の間隔で設置
し、次いで該設置された敷設バンド2上にガイド
レール6、アングルガイド7等の台車10の走行
ガイド手段を装着設置し、該装着された走行ガイ
ド手段に沿つて管路9を塔載支持した台車10を
走行させることにより、敷設管1内への管路9の
敷設を行うようにしたので、走行ガイド手段の敷
設管1内への敷設を、敷設管1の設置状態等に係
わりなく、即ち何らの調整作業を敷設管1に対し
て行うこと無く、敷設バンド2上に行うことが出
来、敷設管1の内径が小さくなつても、ガイド手
段の敷設作業を容易かつ迅速に行うことが出来
る。
(g) Effect of the Invention As explained above, according to the present invention, the laying band 2 whose outer diameter is expandable and contractible is placed at a predetermined interval within the laying pipe 1 in which the conduit 9 is to be laid. Then, the guide rail 6, the angle guide 7, and other traveling guide means of the trolley 10 are mounted and installed on the installed laying band 2, and the pipe 9 is mounted and supported along the installed traveling guide means. Since the conduit 9 is laid inside the laying pipe 1 by running the cart 10, the traveling guide means can be laid inside the laying pipe 1 regardless of the installation state of the laying pipe 1. That is, it is possible to perform any adjustment work on the laying band 2 without performing any adjustment work on the laying pipe 1, and even if the inner diameter of the laying pipe 1 becomes small, the work of laying the guide means can be done easily and quickly. I can do it.

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

第1図は本発明による推進配管工法の一実施例
が適用された管路の敷設現場を示す断面図、第2
図は第1図の側面図である。 1……敷設管、2……敷設バンド、6……走行
ガイド手段(ガイドレール)、7……走行ガイド
手段(アングルガイド)9……管路、10……台
車。
Fig. 1 is a sectional view showing a pipeline installation site to which an embodiment of the propulsion piping method according to the present invention is applied;
The figure is a side view of FIG. 1. DESCRIPTION OF SYMBOLS 1... Laying pipe, 2... Laying band, 6... Running guide means (guide rail), 7... Running guide means (angle guide) 9... Pipe line, 10... Cart.

Claims (1)

【特許請求の範囲】[Claims] 1 外径が拡張収縮自在に設けられた敷設バンド
を、管路を敷設すべき敷設管内に所定の間隔で設
置し、次いで該設置された敷設バンド上に台車の
走行ガイド手段を装着設置し、該装着された走行
ガイド手段に沿つて管路を塔載支持した台車を走
行させることにより、前記敷設管内への管路の敷
設を行うようにして構成した推進配管工法。
1. Installation bands whose outer diameter is expandable and contractible are installed at predetermined intervals within the installation pipe where the conduit is to be laid, and then the running guide means of the trolley is mounted and installed on the installed installation bands, A propulsion piping construction method configured to lay a conduit into the laid pipe by running a cart on which the conduit is mounted and supported along the installed traveling guide means.
JP59177646A 1984-08-27 1984-08-27 Thrust piping method Granted JPS6157723A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59177646A JPS6157723A (en) 1984-08-27 1984-08-27 Thrust piping method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59177646A JPS6157723A (en) 1984-08-27 1984-08-27 Thrust piping method

Publications (2)

Publication Number Publication Date
JPS6157723A JPS6157723A (en) 1986-03-24
JPH0363609B2 true JPH0363609B2 (en) 1991-10-01

Family

ID=16034629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59177646A Granted JPS6157723A (en) 1984-08-27 1984-08-27 Thrust piping method

Country Status (1)

Country Link
JP (1) JPS6157723A (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5899004A (en) * 1981-12-08 1983-06-13 Matsushita Electric Ind Co Ltd Video intermediate frequency filter
JPS57168503A (en) * 1981-04-08 1982-10-16 Matsushita Electric Ind Co Ltd Band pass filter
JP2002013668A (en) * 2000-06-27 2002-01-18 Kaneko Tetsuya Multiple piping method
KR100939433B1 (en) * 2006-01-19 2010-01-28 주식회사 케이티 Installation structure of perforated tube for cable reception
EP2366928A1 (en) * 2010-03-16 2011-09-21 Powerpipe Systems AB A pipe arrangement, the use of the pipe arrangement and a method for manufacturing a pipe arrangement
JP6478514B2 (en) * 2014-06-30 2019-03-06 東京都下水道サービス株式会社 Fixture
CN106931238A (en) * 2017-03-29 2017-07-07 中国十九冶集团有限公司 Pipeline sleeve penetrating construction device and construction method thereof
JP7295672B2 (en) * 2019-03-26 2023-06-21 関西電力株式会社 Piping equipment and piping method
CN115218034B (en) * 2022-05-30 2024-02-09 中建三局安装工程有限公司 Method for installing elastic shooting through pipe in concrete sleeve

Also Published As

Publication number Publication date
JPS6157723A (en) 1986-03-24

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