JP2001141110A - Small diameter pipe installation method into tunnel having steep curve, and its apparatus - Google Patents

Small diameter pipe installation method into tunnel having steep curve, and its apparatus

Info

Publication number
JP2001141110A
JP2001141110A JP31905099A JP31905099A JP2001141110A JP 2001141110 A JP2001141110 A JP 2001141110A JP 31905099 A JP31905099 A JP 31905099A JP 31905099 A JP31905099 A JP 31905099A JP 2001141110 A JP2001141110 A JP 2001141110A
Authority
JP
Japan
Prior art keywords
pipe
tunnel
small
diameter
leading
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
JP31905099A
Other languages
Japanese (ja)
Other versions
JP3532804B2 (en
Inventor
Akira Kataoka
晃 片岡
Masaru Tanaka
勝 田中
Takashi Oba
崇 大庭
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.)
Kandenko Co Ltd
Tokyo Electric Power Company Holdings Inc
Original Assignee
Tokyo Electric Power Co Inc
Kandenko 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 Electric Power Co Inc, Kandenko Co Ltd filed Critical Tokyo Electric Power Co Inc
Priority to JP31905099A priority Critical patent/JP3532804B2/en
Publication of JP2001141110A publication Critical patent/JP2001141110A/en
Application granted granted Critical
Publication of JP3532804B2 publication Critical patent/JP3532804B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent a pipe receiving truck from being derailed from rails and unit pipes forming small diameter pipes from being disconnected from each other even on a steep curve of <=35 m in radius of curvature, and to facilitate the smooth operation. SOLUTION: The pipe receiving base 2 to arrange and support a plurality of small diameter pipes 1 connecting a plurality of unit pipes parallel to each other is provided for each unit pipe of the small diameter pipes 1, the pipe receiving bases 2 connected via bar-like members 6 at a center part, and the connection parts are positioned on the axis of a tunnel, and the leading pipe receiving base 2 is pulled into the tunnel 3 together with a plurality of small diameter pipes 1. A leading truck 10 which constantly travels along the axis of the tunnel 3 is provided and connected to the leading pipe receiving base 2, a wire is stretched between both ends in the horizontal direction of the center part of the leading truck 10 and each pipe receiving base 2, and the difference in internal and external arc lengths of the steep curve is absorbed by the wire to pull the leading truck 10.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、上り勾配、下り
勾配、左右への蛇行等の急曲線部を有するトンネル内
に、複数本の小口径パイプを同時に引き入れる方法及び
その装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for simultaneously drawing a plurality of small-diameter pipes into a tunnel having a sharp curve such as an upward slope, a downward slope, and a meandering to the left and right.

【0002】[0002]

【従来の技術】従来、地中等に埋設したトンネル内に複
数本の小口径パイプを同時に引き入れるには、特開平1
0−061823号公報及び図13に示すごとく、単位
パイプ1aのソケット部1bに、隣接する他の単位パイ
プ1aの他端部1cをパッキン1dを介して挿入して連
結した小口径パイプ1を複数本設け、図14に示すごと
く、これらの複数本の小口径パイプ1を相互に間隔を開
けて並行に配置、保持する管受け台2を長手方向に間隔
を開けて設け、これらの各管受け台2にはトンネル3の
底部に設けたレール4上を走るようローラ5を設け、小
口径パイプ1の長手方向に並んだ各管受け台2を上下の
棒状部材6で連結し、先頭に位置する管受け台2を前方
から牽引ワイヤー7で牽引してトンネル3に引き入れて
いる。また上記各管受け台の水平両側には、透孔を設け
てこれらの各透孔に棒状部材の両端を遊貫させ、その外
側に突出した端部にナットを螺着させ、トンネルの曲線
部を通過する際は、曲線部の外側に位置する棒状部材が
伸び、内側に位置する棒状部材を縮ませ、また上記各小
口径パイプ1の単位パイプ1aのソケット部1b内で他
の単位パイプ1aの他端部1cが動いて曲線部を通過す
る。
2. Description of the Related Art Conventionally, a plurality of small-diameter pipes are simultaneously drawn into a tunnel buried underground or the like, as disclosed in Japanese Unexamined Patent Publication No.
As shown in Japanese Patent Publication No. 0-068233 and FIG. 13, a plurality of small-diameter pipes 1 in which the other end 1c of another adjacent unit pipe 1a is inserted into the socket portion 1b of the unit pipe 1a via a packing 1d and connected. As shown in FIG. 14, a plurality of these small-diameter pipes 1 are arranged in parallel at intervals and held in parallel with each other. A roller 5 is provided on the base 2 so as to run on a rail 4 provided at the bottom of the tunnel 3, and the respective pipe receiving bases 2 arranged in the longitudinal direction of the small-diameter pipe 1 are connected by upper and lower rod-shaped members 6, and are positioned at the top. The pipe receiving pedestal 2 is pulled into the tunnel 3 from the front by the pulling wire 7. Further, through holes are provided on both horizontal sides of each of the pipe receiving bases, and both ends of the rod-shaped member are allowed to pass through these through holes, and nuts are screwed to ends protruding outside of the through holes, thereby forming a curved portion of the tunnel. When passing through, the rod-shaped member located outside the curved portion expands and shrinks the rod-shaped member located inside, and the other unit pipes 1a in the socket portion 1b of the unit pipe 1a of each of the small-diameter pipes 1 described above. Is moved and passes through the curved part.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、図15
に示すように、この曲線部の曲率半径がより小さな急曲
線部の場合には、先頭の管受け台2を牽引している牽引
ワイヤー7がトンネル3の中心線と大きく異なる方向に
先頭の管受け台2を引っ張るため管受け台2はレール4
から脱線しやすくなり、また小口径パイプ1の単位パイ
プ1a相互の接続も外れ易い。このような、従来の引き
入れ方法は、トンネルの最小曲率半径が35m以上の緩
い曲線を対象としており、35m以下の急曲線部では、
管受け台の姿勢がバラバラになり、レールからの脱線、
小口径パイプの脱落等が生じる。この種のトンネルは、
通常内径が約1mと狭いため、特に急曲線箇所でこの様
な事故が生じると、事故箇所に作業員が容易に入れず、
復旧作業に手間がかかりそのため工事期間が延長するな
ど工事全体に影響し、大問題と成ってしまう。
However, FIG.
As shown in the figure, in the case of a sharply curved portion having a smaller radius of curvature of the curved portion, the pulling wire 7 for pulling the leading tube receiving pedestal 2 moves the leading tube in a direction largely different from the center line of the tunnel 3. Pipe cradle 2 is rail 4 to pull cradle 2
From each other, and the connection between the unit pipes 1a of the small-diameter pipe 1 is also easily disconnected. Such a conventional pull-in method targets a gentle curve having a minimum radius of curvature of 35 m or more in a tunnel, and in a sharp curve portion of 35 m or less,
The position of the pipe cradle will be different, derailing from the rail,
Small diameter pipes may fall off. This kind of tunnel
Normally, the inside diameter is as narrow as about 1 m, so if such an accident occurs especially at a sharp curve, workers cannot easily enter the accident location,
Restoration is time-consuming, which affects the entire construction, such as extending the construction period, and is a major problem.

【0004】そこでこの発明は、最小曲率半径が35m
以下の急曲線部においても、管受け台車がレールから脱
線したり、小口径パイプを構成する単位パイプ相互の接
続が外れたりしない、スムーズな作業が容易に出来る複
数本の小口径パイプを同時にトンネルへ引き入れ方法及
びこの方法に使用する装置を提供して上記課題を解決す
るものである。
Accordingly, the present invention has a minimum curvature radius of 35 m.
Even in the following sharp curves, the pipe receiving trolley does not derail from the rail, the unit pipes constituting the small-diameter pipes are not disconnected from each other, and multiple small-diameter pipes that can smoothly work are simultaneously tunneled. An object of the present invention is to solve the above-mentioned problem by providing a method of drawing into a device and an apparatus used for the method.

【0005】[0005]

【課題を解決するための手段】請求項1項の発明は、小
口径単位パイプの一端を他の小口径単位パイプの他端に
差し込んで連結した小口径パイプ複数本を平行に配置、
支持する管受け台を、小口径パイプの各単位パイプ毎に
設け、これらの各管受け台は相互にその中心部の上下に
おいて棒状部材で連結して各管受け台をトンネルの中心
線に位置させ、先頭に位置する上記管受け台を牽引して
トンネル内底部に設けたレールの上を各管受け台を走ら
せてトンネル内に複数の小口径パイプを同時に引き入れ
る方法において、先頭の管受け台の前方に、トンネルの
中心線に沿って常に走行可能な先導台車を設けてこの先
導台車と先頭の管受け台とを棒状部材で連結し、先導台
車及び各管受け台の中心部水平方向の両端にはワイヤー
をはり、これらのワイヤーにより急曲線部の内外弧長の
差異を吸収させ、各管受け台で各単位パイプを固定し、
上記先導台車を牽引する、急曲線部を有するトンネルへ
の小口径パイプ引き入れ方法とした。
According to the first aspect of the present invention, a plurality of small-diameter pipes in which one end of a small-diameter unit pipe is inserted and connected to the other end of another small-diameter unit pipe are arranged in parallel.
A supporting pipe pedestal is provided for each unit pipe of the small-diameter pipe, and these pipe pedestals are connected to each other with a bar-shaped member above and below the center portion thereof, and each pipe pedestal is positioned at the center line of the tunnel. In the method of pulling the plurality of small-diameter pipes simultaneously into the tunnel by running each pipe cradle on a rail provided at the bottom of the tunnel by pulling the pipe cradle positioned at the head and pulling the pipe cradle at the head, In front of the vehicle, a leading bogie that can always travel along the center line of the tunnel is provided, and this leading bogie and the first pipe cradle are connected by a rod-shaped member, and the central portion of the leading bogie and each pipe cradle in the horizontal direction. Attach wires to both ends, absorb the difference in inner and outer arc length of the sharp curve part with these wires, fix each unit pipe at each pipe cradle,
A method of drawing a small-diameter pipe into a tunnel having a sharply curved portion, which pulls the leading bogie.

【0006】この場合、急曲線部の通過において、上記
先導台車を設けることにより、牽引部材が先導台車をト
ンネルの中心線の方向と異なる方向から牽引しても、各
管受け台はトンネルの中心線に沿って走行し、またトン
ネルの中心線と垂直の姿勢を常に保持できる。またこれ
と同時に、先導台車及び各管受け台の中心部水平方向の
両端に位置するワイヤーのうち、外側弧のワイヤーを張
った状態で走行し、各小口径パイプの単位パイプの各接
続個所ではソケット部内で他の単位パイプの端部が動い
て折れ曲がり、各管受け台が常にトンネルの中心線と垂
直の姿勢を保持し、トンネル線形に沿って小口径パイプ
は通過する。またさらに、各単位パイプ毎に管受け台で
支持固定しているため、急曲線部における曲率に対応す
る内外差を小口径パイプの各単位パイプが等量かつ少量
ずつ均一に吸収し、各単位パイプが急曲線部で外れない
ように成っている。
In this case, when the leading bogie is provided during the passage of the sharp curve, even if the traction member pulls the leading bogie from a direction different from the direction of the center line of the tunnel, each pipe receiving pedestal is positioned at the center of the tunnel. It runs along a line and can always maintain a posture perpendicular to the center line of the tunnel. At the same time, among the wires located at both ends in the horizontal direction at the center of the leading bogie and each pipe receiving stand, the vehicle travels with the outer arc wire stretched, and at each connection point of the unit pipe of each small diameter pipe, The end of the other unit pipe moves and bends in the socket part, and each pipe cradle always maintains a posture perpendicular to the center line of the tunnel, and the small diameter pipe passes along the tunnel alignment. In addition, since each unit pipe is supported and fixed by the pipe support, each unit pipe of the small-diameter pipe uniformly absorbs the difference between inside and outside corresponding to the curvature in the sharp curve part, The pipe does not come off at the sharp curve.

【0007】請求項2項の発明は、上記請求項1項の発
明において、上記隣接する各管受け台の間のワイヤーの
長さを、急曲線部の曲率半径から算出した長さとしたも
ので、これにより急曲線部の通過において、先導台車及
び各管受け台の中心部水平方向の両端に位置するワイヤ
ーのうち、外側弧に位置するものはいっぱいに伸び、こ
の外側のワイヤーに引っ張られて後続の管受け台は走行
するが、急曲線の曲率に相応してワイヤーの長さを規定
しているため、各管受け台はトンネルの中心線に対して
垂直位置を保持し乍ら走行できる。
According to a second aspect of the present invention, in the first aspect of the present invention, the length of the wire between the adjacent pipe receiving pedestals is a length calculated from the radius of curvature of the sharply curved portion. Therefore, in the passage of the sharply curved portion, among the wires located at both ends in the horizontal direction of the center portion of the leading bogie and the respective tube holders, the wires located at the outer arc extend fully and are pulled by the outer wires. Subsequent tube cradle runs, but because the wire length is defined according to the sharp curvature, each tube cradle can run while maintaining its vertical position with respect to the centerline of the tunnel. .

【0008】また請求項3項の発明は、上記の方法に使
用する装置であり、小口径単位パイプの一端を他の小口
径単位パイプの他端に差し込んで連結した小口径パイプ
複数本を平行に配置、支持する管受け台を、小口径パイ
プの各単位パイプ毎に設け、これらの各管受け台は相互
にその中心部において棒状部材で連結して各管受け台を
トンネルの中心線に位置させ、またこれらの各管受け台
の下端には、トンネル内底部に設けたレールに載せるロ
ーラを設け、先頭に位置する上記管受け台に牽引部材を
設けた、トンネル内に複数の小口径パイプを同時に引き
入れる装置において、先頭の管受け台の前方に、トンネ
ルの中心線に沿って常に走行可能な先導台車を設けてこ
の先導台車と先頭の管受け台とを接続し、当該先導台車
に牽引部材を設け、先導台車及び各管受け台の中央部水
平方向の両端にはワイヤーをはり、これらのワイヤーに
より急曲線部の内外弧長の差異を吸収させ、上記各管受
け台で各単位パイプを固定したものである。
According to a third aspect of the present invention, there is provided an apparatus used in the above method, wherein a plurality of small diameter pipes connected by inserting one end of a small diameter unit pipe into the other end of another small diameter unit pipe are connected. In each unit pipe of the small-diameter pipe, a pipe pedestal is provided and supported, and these pipe pedestals are connected to each other by a rod-shaped member at the center thereof, and each pipe pedestal is positioned at the center line of the tunnel. At the lower end of each of these tube receivers, a roller mounted on a rail provided at the bottom of the tunnel is provided, and a pulling member is provided at the tube receiver positioned at the head. In a device that simultaneously draws in pipes, a leading bogie that can always run along the center line of the tunnel is provided in front of the leading pipe cradle, and this leading bogie is connected to the leading pipe cradle, and the leading bogie is connected to the leading bogie. Provide traction member Wires are attached to both ends of the leading bogie and each horizontal center of the pipe cradle in the horizontal direction, and these wires are used to absorb the difference between the inner and outer arc lengths of the sharply curved portion, and each unit pipe is fixed at each of the above pipe cradle. It is.

【0009】また請求項4項の発明は、上記請求項3項
の発明において、上記先導台車にブレーキ等の速度制御
装置を設けたもので、これにより、トンネルの上り勾
配、又は下り勾配においても逆走防止、逸走防止が図れ
る。また請求項5の発明は、上記請求項3項又は4項の
発明において、上記各管受け台の上部及び中心部水平方
向の両端に、トンネルの内壁に当接自在なローラをそれ
ぞれ設けたもので、これにより各管受け台の浮き上がり
防止が図れる。
According to a fourth aspect of the present invention, in the third aspect of the present invention, the leading bogie is provided with a speed control device such as a brake. Prevents reverse running and escape. According to a fifth aspect of the present invention, in the third or fourth aspect of the invention, the upper and lower ends of each of the pipe receiving pedestals in the horizontal direction are provided with rollers that can contact the inner wall of the tunnel. Thus, it is possible to prevent each pipe receiving base from being lifted.

【0010】また請求項6項の発明は、上記請求項3項
乃至5項のうちのいずれかの発明において、上記管受け
台のうち、隣接する2個の管受け台間で、かつ、管受け
台の中央部に棒状部材をたすきがけ状に配置した構成か
ら成る管受け台転倒防止手段を、適宜の間隔で配置した
ものである。これにより上り勾配、又は下り勾配におい
て、移送する小口径パイプが長い場合でも、各管受け台
が小口径パイプや管受け台の自重により勾配の下方向に
傾斜、転倒することを防ぎ、常にトンネルの中心線と垂
直の姿勢を保持することができる。また請求項7項の発
明は、上記請求項3項乃至6項のうちのいずれかの発明
において、上記小口径パイプが、直管状の隣接する小口
径単位パイプの突合せ端に、ジャバラ管又は可撓管を被
せて接続して構成したものである。これにより、より曲
率半径の小さな曲線部を有する箇所においても、各単位
パイプの接続箇所で当該曲線部の曲線に対応してスムー
ズに曲がることができる。
According to a sixth aspect of the present invention, in any one of the third to fifth aspects of the present invention, among the two pipe pedestals, the pipe pedestal is provided between two adjacent pipe pedestals. The tube cradle overturn prevention means, which has a configuration in which a bar-shaped member is arranged in a crossing manner at the center of the cradle, is disposed at an appropriate interval. This prevents each pipe cradle from inclining and falling down due to the weight of the small-diameter pipe or pipe cradle, even when the small-diameter pipe to be transferred is long on the ascending slope or the descending slope. Can be maintained in a position perpendicular to the center line of the camera. According to a seventh aspect of the present invention, in any one of the third to sixth aspects of the present invention, the small-diameter pipe is provided with a bellows pipe or a flexible pipe at a butt end of a straight tubular adjacent small-diameter unit pipe. It is constructed by connecting over a flexible tube. Accordingly, even at a portion having a curved portion having a smaller radius of curvature, it is possible to smoothly bend at a connecting portion of each unit pipe corresponding to the curve of the curved portion.

【0011】[0011]

【実施の形態例】次にこの発明の実施の形態例を図に基
づいて説明する。図1はこの発明の概略構成を示し、単
位パイプの一端を他の単位パイプの他端に差し込んで連
結した多数本の各小口径パイプ1の連結部を管受け台2
に載置し、小口径パイプ1相互が間隔を開けて平行に配
置するようにし、これらの各管受け台2の下端には走行
方向の自在なキャスター5´を設けて、これらの各キャ
スター5´をトンネル3のレール4に載せ、これらの各
管受け台2は各管受け台2の中央部の上下で棒状部材6
で連結している。なお、上記単位パイプ1aは、電力ケ
ーブルを収容する、外径が約150mm程度、長さは約
2m程度のものである。
Next, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows a schematic configuration of the present invention, in which one small end of a unit pipe is inserted into the other end of another unit pipe and connected to each other.
The small-diameter pipes 1 are arranged in parallel at a distance from each other, and at the lower end of each of the pipe receiving bases 2, casters 5 ′ that can freely move in the running direction are provided. ′ Is placed on the rails 4 of the tunnel 3, and each of these pipe receiving pedestals 2 is a bar-shaped member 6 above and below the center of each pipe receiving pedestal 2.
Are connected by The unit pipe 1a accommodates a power cable and has an outer diameter of about 150 mm and a length of about 2 m.

【0012】またこれらの管受け台2の先頭に位置する
管受け台2の前方に、一定長の先導台車10を設け、こ
の先導台車10はその前後部の下端に設けた、走行方向
の自在なキャスター11を上記レール4に載せ、この先
導台車10と先頭の管受け台2は、これらの中央部の上
下で棒状部材12で連結し、この先導台車10の前端に
牽引ワイヤー13を設け、この牽引ワイヤー13をトン
ネル3の前方から引っ張り、上記先導台車10及び各管
受け台2をレール4に沿って走らせ、これらの管受け台
2で支持した多数の小口径パイプ1をトンネル3内に引
き込む。また、この先導台車10の前部及び後部の上部
及び左右に、トンネル3の内壁に近接してローラ14を
設けている。従って当該先導台車10はトンネル3の中
にいわば嵌合された状態で、常にトンネル3の中心線に
沿って走行可能である。またこの先導台車10の各キャ
スター11には、ブレーキを有し、走行速度を制御でき
る。
In addition, a leading carriage 10 having a fixed length is provided in front of the tube receiving stand 2 located at the head of the tube receiving stand 2, and the leading carriage 10 is provided at the lower end of the front and rear portions thereof and can freely move in the running direction. A simple caster 11 is mounted on the rail 4, and the leading truck 10 and the front pipe receiving stand 2 are connected by bar-shaped members 12 above and below a central portion thereof, and a pulling wire 13 is provided at a front end of the leading truck 10. The pulling wire 13 is pulled from the front of the tunnel 3, and the leading bogie 10 and each pipe cradle 2 run along the rail 4, and a large number of small-diameter pipes 1 supported by these pipe cradles 2 are put into the tunnel 3. Pull in. Rollers 14 are provided on the front and rear portions of the leading bogie 10 and on the right and left sides thereof in proximity to the inner wall of the tunnel 3. Accordingly, the leading bogie 10 can always travel along the center line of the tunnel 3 in a state of being fitted into the tunnel 3 so to speak. Each caster 11 of the leading bogie 10 has a brake so that the traveling speed can be controlled.

【0013】また、図2に示すごとく、相互に隣接する
各管受け台2の間を連結するように管受け台2の中心部
水平方向の両端間及び先頭の管受け台2と先導台車10
の中心部水平方向の両端間には、ワイヤー8を張る。こ
れらの隣接する管受け台2の間や先導台車10と先頭の
管受け台2との間の各ワイヤー8の長さは、当該トンネ
ル3の急曲線部の曲率半径から算出した、当該曲線部の
外側弧の長さと一致させておく。
As shown in FIG. 2, the center of the tube cradle 2 in the horizontal direction and the leading tube cradle 2 and the leading bogie 10 are connected so as to connect the mutually adjacent tube cradle 2.
A wire 8 is stretched between both ends in the horizontal direction at the center. The length of each wire 8 between these adjacent pipe cradles 2 or between the leading bogie 10 and the leading pipe cradle 2 is calculated from the radius of curvature of the sharp curve of the tunnel 3. The length of the outer arc of.

【0014】これにより、図2に示すごとく、水平方向
に曲がった急曲線部において、牽引ワイヤー13がトン
ネル3の中心線方向と異なる方向から牽引されても、こ
れを先導台車10が受け、先導台車10の後方の各管受
け台2はこれらの中央部の上下で棒状部材6、12(図
1に記載)で連結されているため、常にトンネル3の中
心線に沿って走行することとなる。また各管受け台2の
中心部水平方向の両端間に張ったワイヤー8は、図3に
示すごとく、円弧の外側に位置するものはいっぱいに伸
び、内側に位置するものは弛み、外側のワイヤー8に引
っ張られて管受け台2は走行するが、上述の如く、急曲
線の曲率に相応してワイヤー8の長さを規定しているた
め、各管受け台2はトンネル3の中心線に対して垂直位
置を保持し乍ら走行する。このワイヤー8としては、通
常市販されている外径が6〜12mmのものを使用す
る。
As a result, as shown in FIG. 2, even when the pulling wire 13 is pulled from a direction different from the center line direction of the tunnel 3 in a sharply curved portion curved in the horizontal direction, the leading bogie 10 receives the pulling wire 13 Since the respective tube receiving stands 2 behind the carriage 10 are connected by bar-shaped members 6 and 12 (described in FIG. 1) above and below the central portion thereof, they always travel along the center line of the tunnel 3. . As shown in FIG. 3, the wire 8 stretched between both ends of the center of each pipe holder 2 in the horizontal direction extends fully on the outer side of the arc, loosens on the inner side, and loosens on the outer side. 8, the pipe cradle 2 travels. However, as described above, since the length of the wire 8 is defined in accordance with the curvature of the sharp curve, each pipe cradle 2 is located at the center line of the tunnel 3. On the other hand, the vehicle runs while maintaining the vertical position. As the wire 8, a commercially available wire having an outer diameter of 6 to 12 mm is used.

【0015】またトンネル3が上り勾配の場合、従来の
先導台車がなく、管受け台のみで通過する場合は、図4
に示すごとく、管受け台2がトンネル3の中心線に対し
て垂直の姿勢が保持できないため、小口径パイプ1の単
位パイプの接続が脱落する場合があるが、先導台車10
を設けた場合は、図5に示すごとく、先導台車10がト
ンネル3の中心線を走行し、これに続く各管受け台はト
ンネル3の中心線に対して垂直の姿勢を保持できるた
め、スムーズな引込みができる。また、下り勾配の場合
も、上記と同様の効果がある。
When the tunnel 3 has an uphill slope and there is no conventional leading bogie but passes only by the pipe cradle, FIG.
As shown in the figure, since the pipe cradle 2 cannot maintain a posture perpendicular to the center line of the tunnel 3, the connection of the unit pipe of the small-diameter pipe 1 may drop off.
5, the leading bogie 10 travels along the center line of the tunnel 3 and each of the subsequent pipe cradles can maintain a posture perpendicular to the center line of the tunnel 3 as shown in FIG. Can be pulled in. The same effect as described above can be obtained in the case of a down slope.

【0016】また、図6に示したように、連結した小口
径パイプ1は、上り勾配、又は下り勾配において、移送
する小口径パイプが長くなると、各管受け台2が、小口
径パイプ1及び管受け台2の自重により勾配の下方向へ
傾斜、転倒し、管受け台2がトンネルの中心線と垂直を
保持できないため、小口径パイプ1が管受け台2から脱
落するおそれがある。そこで、図7に示すように、上記
棒状部材6を補強する部材として、管受け台2の中央部
で、かつ、隣接する2個の管受け台2の間に、棒状部材
をたすきがけ状に配置した構成から成る管受け台転倒防
止手段6´を、適宜、好ましくは、管受け台2の4個置
き程度に配置する。
As shown in FIG. 6, when the small-diameter pipe 1 to be transported becomes longer on an ascending slope or a descending slope, each of the pipe receiving pedestals 2 causes the small-diameter pipe 1 and Due to the own weight of the pipe cradle 2, the pipe is tilted downward and falls down, and the pipe cradle 2 cannot maintain the perpendicularity to the center line of the tunnel, so that the small-diameter pipe 1 may fall off from the pipe cradle 2. Therefore, as shown in FIG. 7, as a member for reinforcing the rod-shaped member 6, the rod-shaped member is cross-shaped at the center of the tube holder 2 and between two adjacent tube receivers 2. The tube cradle overturn prevention means 6 ′ having the arranged configuration is appropriately and preferably disposed about every fourth tube cradle 2.

【0017】図8は、その詳細を示したものである。管
受け台2の中央部に転倒防止手段6´を設けることによ
り、管受け台2が勾配の下方向へ傾斜することを回避す
るため、各管受け台2は、常に、トンネルの中心線に対
して垂直の姿勢を保持できる。この転倒防止手段6´
を、後部の管受け台2だけでなく、適宜、好ましくは管
受け台2の4個置き程度に配置するのは、連結した小口
径パイプ1の長さが長くなると、前方の管受け台2や中
間の管受け台2にも勾配の下方向へ傾斜する力がかかり
易くなるので、これを防止するためである。
FIG. 8 shows the details. By providing the fall prevention means 6 ′ at the center of the pipe cradle 2, each pipe cradle 2 is always positioned at the center line of the tunnel in order to prevent the pipe cradle 2 from inclining in the downward direction. A vertical posture can be maintained. This fall prevention means 6 '
Is arranged not only at the rear of the tube receiver 2 but also preferably, preferably, at about every four tube receivers 2. When the length of the connected small-diameter pipe 1 increases, the front tube receiver 2 This is to prevent a force that inclines in the downward direction of the gradient from being easily applied to the pipe receiving base 2 and the intermediate pipe receiving stand 2.

【0018】図9は上記管受け台2の詳細図を示し、当
該管受け台2は格子状の枠体から成り、各枠内に小口径
パイプ1を通しており、下部に突出した脚2aの下端に
は、トンネル3の底部に設けたレール4上を走行自在な
キャスター5´が設けられ、また上部、及び左右に突出
した突腕2b、2c、2dの先端にはそれぞれ、トンネ
ル3の内壁面に当接自在なローラ15を設けている。ま
たこの管受け台2の中央部の上下には、棒状部材6の一
端が連結され、さらに中心部水平方向の両端にはワイヤ
ー8の一端を止めており、このワイヤー8の端部の係止
は、隣接する管受け台2の間のワイヤー8の長さを調整
可能な治具で係止している。また各管受け台2相互を接
続する棒状部材6及び先導台車10と先頭の管受け台2
とを接続している棒状部材12は夫れ夫れ両端が角度変
位自在に固定されている。
FIG. 9 shows a detailed view of the pipe pedestal 2. The pipe pedestal 2 is composed of a lattice-like frame body, a small-diameter pipe 1 is passed through each frame, and lower ends of legs 2a projecting downward. Is provided with casters 5 'which can run on rails 4 provided at the bottom of the tunnel 3, and the inner wall surface of the tunnel 3 is provided at the top and at the tips of the protruding arms 2b, 2c, 2d projecting left and right, respectively. Is provided with a roller 15 which can be freely contacted. One end of a rod-shaped member 6 is connected to the upper and lower portions of the center of the tube holder 2, and one end of a wire 8 is fixed to both ends in the horizontal direction of the center. Are locked by a jig capable of adjusting the length of the wire 8 between the adjacent pipe receiving stands 2. Further, the rod-shaped member 6 and the leading bogie 10 for connecting the respective pipe receiving bases 2 to each other and the leading pipe receiving base 2
Both ends of the rod-shaped member 12 connecting the two members are fixed so as to be angularly displaceable.

【0019】またこの各管受け台2では、支持した各小
口径パイプ1を固定している。この固定は図10及び図
11に示すように、各小口径パイプ1の上下に位置する
管受け台2の一側に水平突片16、16を設け、上方の
水平突片16を遊貫するロッド17の下端に下面が凹湾
曲した可動挟持片18を設け、このロッド17の、上記
水平突片16をはさんだ上下部に二つのナット19、1
9を螺着し、これらのナット19、19を動かしてロッ
ド17の長さを調整できるようにしている。また下方に
位置する水平突片16上に、上面が凹湾曲した挟持片2
0を設け、これらの可動挟持片18と挟持片20とによ
り小口径パイプ1を挟持している。また、各単位パイプ
1a毎に管受け台2で支持固定しているため、上記の急
曲線部の通過に際しても、小口径パイプ1の各単位パイ
プ1aが等量かつ少量ずつ均一に曲線を吸収し、各単位
パイプ1a相互の接続が急曲線部で外れない。
In each of the pipe receiving stands 2, each supported small-diameter pipe 1 is fixed. As shown in FIGS. 10 and 11, horizontal fixing pieces 16, 16 are provided on one side of a pipe receiving stand 2 located above and below each small-diameter pipe 1, and the upper horizontal projecting piece 16 is penetrated. A movable holding piece 18 having a concave lower surface is provided at the lower end of the rod 17, and two nuts 19, 1, 1 are provided on the upper and lower portions of the rod 17 sandwiching the horizontal projecting piece 16.
9 is screwed on, and these nuts 19, 19 are moved so that the length of the rod 17 can be adjusted. A holding piece 2 having a concave upper surface is provided on a horizontal projecting piece 16 located below.
0 is provided, and the small-diameter pipe 1 is held between the movable holding piece 18 and the holding piece 20. In addition, since each unit pipe 1a is supported and fixed by the pipe holder 2, even when passing through the above-mentioned sharply curved portion, each unit pipe 1a of the small-diameter pipe 1 uniformly absorbs a curve by an equal amount and a small amount. However, the connection between the unit pipes 1a is not disconnected at the sharply curved portion.

【0020】なお、上記実施の形態例では、小口径パイ
プ1の単位パイプ1aの一端に設けたソケット部に、隣
接する単位パイプ1aの他端をパッキンを介して挿入し
て連結しているが、より曲率半径の小さな曲線部を有す
る箇所には、隣接する直管状の単位パイプ1a´の突合
せ端に、図12(イ)、(ロ)に示すように、ジャバラ
管21や可撓管22等を被せて接続することもできる。
また、この発明の先導台車10は、トンネル3の中心線
に沿って走行可能なものであればよく、上記実施の形態
例の構成に限定されるものではない。またさらに、管受
け台2及び小口径パイプ1の固定構造も上記実施の形態
例の構成に限定されるものではない。
In the above embodiment, the other end of the adjacent unit pipe 1a is inserted and connected to the socket provided at one end of the unit pipe 1a of the small-diameter pipe 1 via packing. 12 (a) and (b), at a portion having a curved portion having a smaller radius of curvature, at the abutting end of an adjacent straight unit pipe 1a ', as shown in FIGS. Can also be connected.
In addition, the leading bogie 10 according to the present invention is not limited to the configuration of the above-described embodiment, as long as it can travel along the center line of the tunnel 3. Furthermore, the fixing structure of the pipe receiving stand 2 and the small-diameter pipe 1 is not limited to the configuration of the above embodiment.

【0021】[0021]

【発明の効果】請求項1項、2項、3項の発明は、急曲
線部の通過において、上記先導台車を設けることによ
り、牽引部材が先導台車をトンネルの中心線の方向と異
なる方向から牽引しても、先導台車がトンネルの中心線
を走行するため、この先導台車に連結された後続の各管
受け台はトンネルの中心線と垂直の姿勢を常に保持でき
る。またこれと同時に、各管受け台の中心部両端に位置
するワイヤーのうち、軌道外側のワイヤーが張った状態
で走行し、各小口径パイプの単位パイプの各接続個所で
はソケット部内で他の単位パイプの他端部の動きを減少
させ、各管受け台が常にトンネルの中心線と垂直の姿勢
を保持し、トンネル線形に沿って小口径パイプ通過す
る。またさらに、各単位パイプ毎に管受け台で支持固定
しているため、急曲線部における曲率に対応する内外差
を小口径パイプの単位パイプが等量かつ少量ずつ均一に
吸収し、各単位パイプが急曲線部で外れないように成っ
ている。従って、この発明では、曲率半径が35m以下
の急曲線部を有するトンネルであっても、各小口径パイ
プを支持して走行する管受け台がトンネル内のレールか
ら外れることなく、また小口径パイプを成す単位パイプ
相互の接続が外れることなく、スムーズな引き入れが可
能である。
According to the first, second, and third aspects of the present invention, when the leading bogie is provided when passing through a sharp curve portion, the traction member moves the leading bogie from a direction different from the direction of the center line of the tunnel. Even when the vehicle is towed, the trailing bogie travels along the center line of the tunnel, so that each of the subsequent pipe supports connected to the bogie can always maintain a posture perpendicular to the center line of the tunnel. At the same time, of the wires located at both ends of the central part of each pipe holder, the wire runs outside the track and is stretched, and at each connection point of the unit pipe of each small-diameter pipe, another unit in the socket part The movement of the other end of the pipe is reduced, so that each pipe cradle always keeps its attitude perpendicular to the centerline of the tunnel and passes through the small diameter pipe along the tunnel alignment. In addition, since each unit pipe is supported and fixed by the pipe support, the unit pipe of the small-diameter pipe uniformly and uniformly absorbs the difference between the inside and outside corresponding to the curvature in the sharp curve portion, and Is designed so that it does not come off at the sharp curve. Therefore, according to the present invention, even in a tunnel having a sharply curved portion having a radius of curvature of 35 m or less, the pipe cradle supporting and supporting each small-diameter pipe does not come off from the rail in the tunnel, and the small-diameter pipe can be used. Therefore, the unit pipes can be smoothly drawn in without disconnecting.

【0022】また、請求項4項の発明は、上記請求項3
項の発明の効果に加え、トンネルの上り勾配、又は下り
勾配においても逆走防止、逸走防止が図れる。また、請
求項5項の発明は、上記請求項1項の発明の効果に加
え、先導台車及び各管受け台の浮き上がり防止が図れ、
トンネルの上下左右の急曲線部の通過においてもよりス
ムーズな走行が可能である。また、請求項6項の発明
は、上記請求項3項乃至5項の発明の効果に加え、管受
け台の中央部に転倒防止手段を設けることにより、上り
勾配等においても管受け台が勾配の下方向に傾斜し、転
倒するのを防ぐことができる。従って、管受け台がトン
ネルの中心線と垂直の姿勢を常に保持できるため、スム
ーズな引込みが可能である。また、請求項7項の発明
は、上記請求項3項乃至6項の発明の効果に加え、より
曲率半径の小さな曲線部を有する箇所においても、当該
曲線部の曲線に対応して各単位パイプの連結箇所のジャ
バラ管や可撓管が曲がるため、小口径パイプのスムーズ
な引込みができる。
Further, the invention of claim 4 is the same as the above-mentioned claim 3.
In addition to the effects of the invention described in the above item, it is possible to prevent reverse running and run-off even on a rising slope or a falling slope of the tunnel. According to the invention of claim 5, in addition to the effects of the invention of claim 1, the leading truck and each pipe receiving stand can be prevented from floating.
Smooth running is possible even when passing through the sharply curved sections at the top, bottom, left and right of the tunnel. Further, in addition to the effects of the third to fifth aspects of the present invention, the invention according to claim 6 provides a fall prevention means at the center of the pipe support so that the pipe support can be inclined even in an upward slope. Can be prevented from falling down. Therefore, since the pipe cradle can always maintain the posture perpendicular to the center line of the tunnel, smooth retraction is possible. In addition, in addition to the effects of the inventions of claims 3 to 6, in addition to the effects of the inventions of claims 3 to 6, even in a portion having a curved portion having a smaller radius of curvature, each unit pipe corresponds to the curve of the curved portion. Since the bellows pipe and the flexible pipe at the connecting point of (1) are bent, a small diameter pipe can be smoothly pulled in.

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

【図1】この発明の実施の形態例のトンネル内の概略構
成を示す側面図である。
FIG. 1 is a side view showing a schematic configuration inside a tunnel according to an embodiment of the present invention.

【図2】この発明の実施の形態例のトンネルの急曲線部
を通過する先導台車、管受け台の状況を示す概略平面図
である。
FIG. 2 is a schematic plan view showing a leading bogie and a pipe cradle passing through a sharply curved portion of a tunnel according to the embodiment of the present invention.

【図3】この発明の実施の形態例のトンネルの急曲線部
を通過する各管受け台及び水平両側ワイヤーの状況を示
す概略平面図である。
FIG. 3 is a schematic plan view showing the condition of each pipe pedestal and wires on both sides passing through a sharply curved portion of the tunnel according to the embodiment of the present invention.

【図4】先導台車のない場合のトンネルの上り勾配にお
ける各管受け台の姿勢状況を示す概略側面図である。
FIG. 4 is a schematic side view showing a posture state of each pipe receiving pedestal on an upward slope of a tunnel when there is no leading bogie.

【図5】この発明の実施の形態例の、トンネルの上り勾
配における各管受け台の姿勢状況を示す概略側面図であ
る。
FIG. 5 is a schematic side view showing an attitude state of each pipe cradle on the uphill of the tunnel according to the embodiment of the present invention.

【図6】この発明の実施の形態例において、転倒防止手
段がない場合のトンネルの上り勾配における各管受け台
の姿勢状況を示す概略側面図である。
FIG. 6 is a schematic side view showing a posture state of each pipe cradle on an upward slope of a tunnel when there is no overturn prevention means in the embodiment of the present invention.

【図7】この発明の実施の形態例において、転倒防止手
段がある場合のトンネルの上り勾配における各管受け台
の姿勢状況を示す概略側面図である。
FIG. 7 is a schematic side view showing a posture state of each pipe cradle on a rising slope of a tunnel in a case where there is a fall prevention means in the embodiment of the present invention.

【図8】この発明の実施の形態例の、図7で示した管受
け台の転倒防止手段の構成を示す詳細図である。
FIG. 8 is a detailed view showing a configuration of a fall prevention means of the tube holder shown in FIG. 7 in the embodiment of the present invention.

【図9】この発明の実施の形態例のトンネル内における
小口径単位パイプ複数本を支持した管受け台の正面図で
ある。
FIG. 9 is a front view of a tube support supporting a plurality of small-diameter unit pipes in the tunnel according to the embodiment of the present invention.

【図10】この発明の実施の形態例の管受け台への小口
径パイプの固定構造を示す正面要図である。
FIG. 10 is a front elevational view showing a structure for fixing a small-diameter pipe to a pipe holder according to an embodiment of the present invention.

【図11】この発明の実施の形態例の管受け台への小口
径パイプの固定構造を示す側面要図である。
FIG. 11 is a side elevational view showing a structure for fixing a small-diameter pipe to a pipe holder according to an embodiment of the present invention.

【図12】この発明の他の実施の形態例における、小口
径パイプを成す単位パイプ相互の接続構成を示す断面側
面図である。
FIG. 12 is a cross-sectional side view showing a connection configuration of unit pipes forming a small-diameter pipe in another embodiment of the present invention.

【図13】この発明及び従来の小口径パイプを成す単位
パイプ相互の接続構成を示す断面側面図である。
FIG. 13 is a cross-sectional side view showing a connection structure between unit pipes constituting a small-diameter pipe according to the present invention and a conventional small-diameter pipe.

【図14】従来のトンネル内への小口径パイプの引き入
れ方法を示す概略側面図である。
FIG. 14 is a schematic side view showing a conventional method of drawing a small-diameter pipe into a tunnel.

【図15】従来のトンネル内への小口径パイプの引き入
れ方法における急曲線部の通過状況を示す概略平面図で
ある。
FIG. 15 is a schematic plan view showing a situation in which a small-diameter pipe is drawn into a tunnel according to a conventional method of passing a sharply curved portion.

【符号の説明】[Explanation of symbols]

1 小口径パイプ 1a 単位パイ
プ 2 管受け台 3 トンネル 4 レール 5 ローラ 5´ キャスター 6 棒状部材 6´ 管受け台転倒防止手段 7 牽引部材 8 ワイヤー 10 先導台車 11 キャスター 12 棒状部
材 13 牽引ワイヤー 14 先導台
車のローラ 15 管受け台のローラ 21 ジヤバ
ラ管 22 可撓管
DESCRIPTION OF SYMBOLS 1 Small diameter pipe 1a Unit pipe 2 Pipe cradle 3 Tunnel 4 Rail 5 Roller 5 'Caster 6 Bar-shaped member 6' Pipe cradle overturn prevention means 7 Traction member 8 Wire 10 Leading trolley 11 Caster 12 Rod-shaped member 13 Traction wire 14 Leading trolley Roller 15 Roller of tube holder 21 Bellows tube 22 Flexible tube

───────────────────────────────────────────────────── フロントページの続き (72)発明者 田中 勝 東京都千代田区内幸町1丁目1番3号 東 京電力株式会社内 (72)発明者 大庭 崇 東京都港区芝浦4丁目8番33号 株式会社 関電工内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Masaru Tanaka 1-3-1 Uchisaiwai-cho, Chiyoda-ku, Tokyo Inside Tokyo Electric Power Company (72) Inventor Takashi Oba 4-83-3, Shibaura, Minato-ku, Tokyo Shares Company Kandenko

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 小口径単位パイプの一端を他の小口径単
位パイプの他端に差し込んで連結した小口径パイプ複数
本を平行に配置、支持する管受け台を、小口径パイプの
各単位パイプ毎に設け、これらの各管受け台は相互にそ
の中心部の上下において棒状部材で連結して各管受け台
をトンネルの中心線に位置させ、先頭に位置する上記管
受け台を牽引してトンネル内底部に設けたレールの上を
各管受け台を走らせてトンネル内に複数の小口径パイプ
を同時に引き入れる方法において、先頭の管受け台の前
方に、トンネルの中心線に沿って常に走行可能な先導台
車を設けてこの先導台車と先頭の管受け台とを接続し、
先導台車及び先導台車以降各管受け台の中心部水平方向
の両端にはワイヤーをはり、これらのワイヤーにより急
曲線部の内外弧長の差異を吸収させ、上記各管受け台で
各単位パイプを固定し、上記先導台車を牽引することを
特徴とする、急曲線部を有するトンネルへの小口径パイ
プ引き入れ方法。
1. A small-diameter unit pipe is provided with a plurality of small-diameter pipes connected in parallel by inserting one end of the small-diameter unit pipe into the other end of another small-diameter unit pipe. Each of these tube receivers is connected to each other by bar-shaped members at the top and bottom of the center of each other to position each tube receiver at the center line of the tunnel, and to pull the tube receiver positioned at the head. In a method in which multiple small diameter pipes are simultaneously drawn into the tunnel by running each pipe cradle on the rail provided at the bottom of the tunnel, it is always possible to run along the center line of the tunnel in front of the first pipe cradle A leading truck and connect this leading truck to the top pipe cradle,
Wires are attached to both ends in the horizontal direction at the center of each of the pipe carriers after the leading bogie and the leading bogie, and these wires are used to absorb the difference between the inner and outer arc lengths of the sharply curved portion. A method of drawing a small-diameter pipe into a tunnel having a sharply curved part, wherein the pipe is fixed and the leading bogie is towed.
【請求項2】上記隣接する各管受け台の間のワイヤーの
長さは、急曲線部の曲率半径から算出した長さであるこ
とを特徴とした、請求項1項記載の急曲線部を有するト
ンネルへの小口径パイプ引き入れ方法。
2. The steep curved part according to claim 1, wherein the length of the wire between the adjacent pipe receiving pedestals is a length calculated from the radius of curvature of the steep curved part. How to pull a small diameter pipe into a tunnel.
【請求項3】 小口径単位パイプの一端を他の小口径単
位パイプの他端に差し込んで連結した小口径パイプ複数
本を平行に配置、支持する管受け台を、小口径パイプの
各単位パイプ毎に設け、これらの各管受け台は相互にそ
の中心部の上下において棒状部材で連結して各管受け台
をトンネルの中心線に位置させ、またこれらの各管受け
台の下端には、トンネル内底部に設けたレールに載せる
キャスターを設け、先頭に位置する上記管受け台に牽引
部材を設けた、トンネル内に複数の小口径パイプを同時
に引き入れる装置において、先頭の管受け台の前方に、
トンネルの中心線に沿って常に走行可能な先導台車を設
けてこの先導台車と先頭の管受け台とを接続し、当該先
導台車に牽引部材を設け、先導台車及び各管受け台の中
心部水平方向の両端にはワイヤーをはり、これらのワイ
ヤーにより急曲線部の内外弧長の差異を吸収させ、上記
各管受け台で各単位パイプを固定したことを特徴とす
る、急曲線部を有するトンネルへの小口径パイプ引き入
れ装置。
3. A small-diameter unit pipe having one end of one small-diameter unit pipe inserted into the other end of another small-diameter unit pipe and arranged in parallel to support a plurality of small-diameter pipes. Each of these pipe pedestals is connected to each other by bar-shaped members at the top and bottom of the center thereof to position each of the pipe pedestals at the center line of the tunnel, and at the lower end of each of these pipe pedestals, A caster mounted on a rail provided at the bottom of the tunnel is provided, and a traction member is provided at the top of the pipe cradle, and a device for simultaneously drawing a plurality of small-diameter pipes into the tunnel is provided in front of the first pipe cradle. ,
A leading bogie that can always travel along the center line of the tunnel is provided, this leading bogie is connected to the leading pipe cradle, a traction member is provided on the leading bogie, and the central part of the leading bogie and each pipe cradle are horizontal. A tunnel having a sharply curved portion characterized by attaching wires to both ends in the direction, absorbing the difference in the inner and outer arc lengths of the sharply curved portion with these wires, and fixing each unit pipe at each of the pipe cradles. Small-diameter pipe drawing device.
【請求項4】 上記先導台車に速度制御装置を設けたこ
とを特徴とする、請求項3項記載の急曲線部を有するト
ンネルへの小口径パイプ引き入れ装置。
4. The apparatus according to claim 3, wherein a speed control device is provided on the leading bogie.
【請求項5】 上記各管受け台の上部及び中心部両端
に、トンネルの内壁に当接自在なローラをそれぞれ設け
たことを特徴とする、請求項3項又は4項記載の急曲線
部を有するトンネルへの小口径パイプ引き入れ装置。
5. The sharply curved portion according to claim 3, wherein rollers are provided at the upper portion and at both ends of the central portion of each of the tube receiving stands, respectively, so as to be able to abut against the inner wall of the tunnel. A small-diameter pipe pull-in device into a tunnel.
【請求項6】 上記管受け台のうち、隣接する2個の管
受け台間で、かつ、管受け台の中央部に棒状部材をたす
きがけ状に配置した構成から成る管受け台の前後の転倒
防止手段を、適宜の間隔で配置することを特徴とする、
請求項3項乃至5項のうちのいずれかに記載の急曲線部
を有するトンネルへの小口径パイプ引き入れ装置。
6. A tube pedestal having a configuration in which a bar-shaped member is arranged in a cross-like manner between two adjacent tube pedestals and at the center of the tube pedestal. Characterized in that the fall prevention means are arranged at appropriate intervals.
An apparatus for drawing a small-diameter pipe into a tunnel having a sharply curved portion according to any one of claims 3 to 5.
【請求項7】 上記小口径パイプが、直管状の隣接する
小口径単位パイプの突合せ端に、ジャバラ管又は可撓管
を被せて接続して構成したことを特徴とする、請求項3
項乃至6項のうちのいずれかに記載の急曲線部を有する
トンネルへの小口径パイプ引き入れ装置。
7. The small-diameter pipe is formed by connecting a bellows pipe or a flexible pipe to a butt end of an adjacent small-diameter unit pipe having a straight tubular shape.
Item 7. A device for drawing a small-diameter pipe into a tunnel having a sharply curved portion according to any one of Items 6 to 6.
JP31905099A 1999-11-10 1999-11-10 Method and apparatus for drawing small-diameter pipes into tunnels with sharp curves Expired - Lifetime JP3532804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31905099A JP3532804B2 (en) 1999-11-10 1999-11-10 Method and apparatus for drawing small-diameter pipes into tunnels with sharp curves

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31905099A JP3532804B2 (en) 1999-11-10 1999-11-10 Method and apparatus for drawing small-diameter pipes into tunnels with sharp curves

Publications (2)

Publication Number Publication Date
JP2001141110A true JP2001141110A (en) 2001-05-25
JP3532804B2 JP3532804B2 (en) 2004-05-31

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ID=18105957

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074745A (en) * 2001-09-03 2003-03-12 Kurimoto Ltd Shield pipe advancing construction method
JP2003074747A (en) * 2001-09-03 2003-03-12 Kurimoto Ltd Shield pipe advancing construction method and pipe joint structure used therefor
CN108288428A (en) * 2018-02-06 2018-07-17 中国计量大学 A kind of the tunnel fire hazard simulator and its method of variable radian
JP2020159408A (en) * 2019-03-26 2020-10-01 関西電力株式会社 Piping device and piping method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074745A (en) * 2001-09-03 2003-03-12 Kurimoto Ltd Shield pipe advancing construction method
JP2003074747A (en) * 2001-09-03 2003-03-12 Kurimoto Ltd Shield pipe advancing construction method and pipe joint structure used therefor
CN108288428A (en) * 2018-02-06 2018-07-17 中国计量大学 A kind of the tunnel fire hazard simulator and its method of variable radian
JP2020159408A (en) * 2019-03-26 2020-10-01 関西電力株式会社 Piping device and piping method
JP7295672B2 (en) 2019-03-26 2023-06-21 関西電力株式会社 Piping equipment and piping method

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