JP2000291827A - Mechanism and device for inserting tubular body in sheath pipe making use of buoyancy - Google Patents

Mechanism and device for inserting tubular body in sheath pipe making use of buoyancy

Info

Publication number
JP2000291827A
JP2000291827A JP11096577A JP9657799A JP2000291827A JP 2000291827 A JP2000291827 A JP 2000291827A JP 11096577 A JP11096577 A JP 11096577A JP 9657799 A JP9657799 A JP 9657799A JP 2000291827 A JP2000291827 A JP 2000291827A
Authority
JP
Japan
Prior art keywords
tube
sheath
pipe
buoyancy
sheath tube
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
JP11096577A
Other languages
Japanese (ja)
Other versions
JP4353576B2 (en
Inventor
Minoru Kurashina
稔 蔵品
Toshihide Hakoda
利秀 箱田
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.)
Nippon Steel Corp
Tokyo Gas Co Ltd
Original Assignee
Nippon Steel Corp
Tokyo Gas 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 Nippon Steel Corp, Tokyo Gas Co Ltd filed Critical Nippon Steel Corp
Priority to JP09657799A priority Critical patent/JP4353576B2/en
Publication of JP2000291827A publication Critical patent/JP2000291827A/en
Application granted granted Critical
Publication of JP4353576B2 publication Critical patent/JP4353576B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a mechanism to insert a tubular body with a spacer fitted thereto into a sheath pipe embedded between shafts with a small insertion force, and a simple device to insert the tubular body. SOLUTION: When a cut-off part is provided on both ends of a sheath pipe 3 embedded between shafts 1, 2, and a tubular body 4 is inserted in the sheath pipe 3 making use of the buoyancy of a liquid 5 stored in the sheath pipe 3, a cut-off part comprising elastically deformable seal members A, B fitted with an interval is provided to an opening end of the sheath pipe on a starting shaft 1 side, and a water discharging mechanism is provided between the seal members A, B. A tubular body clamp 18 to hold the tubular body 4 is fixed to a traveling frame 17 traveling on a rail 16, a reaction box 19 to fix/release the rail 16 is connected to the traveling frame through an expansion device 20, and the tubular body 4 is inserted in the sheath pipe 3 through the inching motion by the expansion of the expansion device and the fixing/releasing operation of the reaction box.

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】本発明は、地中に埋設された
鞘管内に浮力を利用して管体を挿入する機構および、装
置に関する。ここで、鞘管とは管体を設置する際の防食
被覆の損傷防止や設置後の管体保護のため管体の外側に
設ける外管の他、老朽化した既設管を含む。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mechanism and a device for inserting a tubular body into a sheath tube buried underground by utilizing buoyancy. Here, the sheath tube includes an outer tube provided outside the tube for preventing damage to the anticorrosion coating when the tube is installed and protecting the tube after the installation, as well as an aging existing tube.

【0002】[0002]

【従来の技術】鞘管内に管体を挿入するには、鞘管内に
直接またはローラーを用いて管体を押込み、または引込
む方法があるが、鞘管内に注水した液体の浮力を利用し
て行うと挿入力を小さくできる利点がある。従来の浮力
を利用した鞘管内への管体挿入手段としては、例えば
「特開平7−190248」の「地中の鞘管内に本管を
挿入する方法」がある。
2. Description of the Related Art To insert a tube into a sheath tube, there is a method of pushing or pulling the tube directly into the sheath tube or by using a roller, but it is performed by utilizing the buoyancy of a liquid injected into the sheath tube. This has the advantage that the insertion force can be reduced. As a conventional means for inserting a tubular body into a sheath tube using buoyancy, there is a "method of inserting a main tube into a sheath tube underground" in Japanese Patent Application Laid-Open No. 7-190248.

【0003】この方法は図6に示すように、両立坑間に
埋設した鞘管31内に本管32(本発明の管体に相当)を挿
入するに際して、鞘管31の到達立坑33側の開口端を盲蓋
37で密閉した状態にし、発進立坑34側の開口端に設けた
パッキン材35(シール材)で止水した鞘管31内に所定水
位に達する水36を供給し、本管32を水36に浮かせながら
且つ水位を調整することによって本管32の高さ位置を調
整しながら鞘管31内に本管32を挿入する方法である。
In this method, as shown in FIG. 6, when a main pipe 32 (corresponding to a pipe body of the present invention) is inserted into a sheath pipe 31 buried between both shafts, the sheath pipe 31 on the side of the reaching shaft 33 is inserted. Blind open end
A sealed state is established with 37, water 36 reaching a predetermined water level is supplied into a sheath tube 31 that is shut off by a packing material 35 (seal material) provided at an opening end on the starting shaft 34 side, and the main pipe 32 is converted into water 36. This is a method of inserting the main pipe 32 into the sheath pipe 31 while adjusting the height position of the main pipe 32 by adjusting the water level while floating.

【0004】また、鞘管内に管体を挿入する挿入装置は
管体先端に取付けたワイヤロープを用いて到達立坑に設
置したウィンチで引込む方式の他、発進立坑に設置した
反力体に固定した推進機と管体クランプを用いて尺取状
に押込む方式である。この押込み方式は図7に示すよう
に、管体41を把持するクランプ42と、反力を取る反力架
台43と、クランプ42と反力架台43を結び伸縮可能なシリ
ンダー機構44で構成され、管体41のクランプ動作とシリ
ンダー機構44の伸長、収縮動作によって管体41を尺取状
に鞘管内に挿入するものが知られている。
[0004] An insertion device for inserting a tube into a sheath tube uses a wire rope attached to the distal end of the tube, pulls in with a winch installed in an arrival shaft, and is fixed to a reaction force body installed in a starting shaft. This method uses a propulsion device and a tube clamp to push it into a scale. As shown in FIG. 7, the push-in method includes a clamp 42 for gripping a tube 41, a reaction force base 43 for taking a reaction force, and a cylinder mechanism 44 capable of extending and contracting the clamp 42 and the reaction force base 43, It is known that the tube 41 is inserted into the sheath tube in a tapered shape by the clamping operation of the tube 41 and the extension and contraction operations of the cylinder mechanism 44.

【0005】[0005]

【発明が解決しようとする課題】通常、管体は合成樹脂
等の防食材が塗覆装されているため、鞘管内に挿入する
際にこの塗覆装を傷つけないようにする必要がある。ま
た、挿入後の鞘管と管体の間隙にグラウト材を充填する
際に適切な間隙を得るため、管体の外面に適宜間隔毎に
スペーサーが取付けられる。このスペーサーは図3に示
すようにプラスチック製で凹凸状に成形されたものをボ
ルトを用いて管体に取り付けるものが多用されている。
Generally, since the anticorrosive material such as a synthetic resin is coated on the tube, it is necessary to prevent the coating from being damaged when the tube is inserted into the sheath tube. In order to obtain an appropriate gap when filling the gap between the sheath tube and the tube after insertion with the grout material, spacers are attached to the outer surface of the tube at appropriate intervals. As the spacer, as shown in FIG. 3, a spacer made of plastic and formed in an uneven shape is attached to a pipe using bolts.

【0006】前記従来技術による鞘管内への管体挿入方
法は、ストレートな管体ではあまり問題ないが、スペー
サー付きの管体の場合は下記のような解決すべき課題が
あった。スペーサー付きの管体を鞘管内に挿入する際、
スペーサー部が止水パッキン材を押広げてしまうため止
水性が損なわれ、鞘管内の液体が発進立坑内に漏出して
しまう課題があった。
The method of inserting a tube into a sheath tube according to the prior art described above does not have much problem with a straight tube, but the tube with a spacer has the following problems to be solved. When inserting the tube with the spacer into the sheath tube,
Since the spacer portion spreads the waterproof packing material, the waterproofness is impaired, and there is a problem that the liquid in the sheath tube leaks into the starting shaft.

【0007】また、前記従来技術では管体の挿入に伴い
変化する鞘管内の液体の水位を排水管のバルブで調整す
るようにしているため、施工中に鞘管内の液位の監視と
バルブ調整が必要となり煩雑であった。また、鞘管内に
管体を挿入する挿入装置において、従来の押込み装置で
は、管体長さよりも長い挿入機構を持つ大型装置以外の
ものは、クランプ機構を2つ装備し、管体を持ち替えな
がら挿入するか、アンクランプ時に管体を支持するため
に、スペーサー通過時にスペーサーをかわすことができ
るようにするための大掛かりな管体支持機構が必要であ
った。
In the prior art, the level of the liquid in the sheath tube, which changes with the insertion of the tube, is adjusted by the valve of the drain pipe. Therefore, during the construction, the liquid level in the sheath tube is monitored and the valve is adjusted. Was necessary and complicated. In addition, in the insertion device for inserting the tube into the sheath tube, in the conventional pushing device, except for a large device having an insertion mechanism longer than the length of the tube, two clamp mechanisms are provided to insert the tube while holding the tube. Or, in order to support the tube at the time of unclamping, a large-scale tube support mechanism was required to enable the spacer to be dodged when passing through the spacer.

【0008】本発明は、スペーサー付き管体を鞘管内に
挿入する際、鞘管内に貯溜した液体を発進立坑内へ漏出
させることなく管体を鞘管内へ挿入するためのシール機
構と、鞘管内の液位を簡易に、かつ自動的に管体に適切
な浮力を付与させる高さに保持せしめる機構とスペーサ
ー付き管体を鞘管内に容易に挿入する挿入装置を提供す
ることを目的としたものである。
The present invention provides a sealing mechanism for inserting a tube into a sheath tube without leaking the liquid stored in the sheath tube into the starting shaft when inserting the tube with the spacer into the sheath tube. The purpose of the present invention is to provide a mechanism for easily and automatically maintaining the liquid level at a height that imparts appropriate buoyancy to the tube and an insertion device for easily inserting the tube with the spacer into the sheath tube. It is.

【0009】[0009]

【課題を解決するための手段】本発明の浮力を利用した
鞘管内への管体挿入機構および装置の要旨は、以下のと
おりである。発進立坑と到達立坑間にわたって埋設され
た鞘管の両側に止水部を設け、鞘管内に貯留した液体の
浮力を利用して鞘管内に中空管体を挿入するもので、発
進立坑側の鞘管開口端に、管体に取付けるスペーサーの
幅より広い間隔をおいて取付けた弾性変形可能な環状ま
たはU字型のシール材Aとシール材Bからなる止水部を
設け、且つ、前記シール材Aとシール材B間に排水設備
を備えたことを特徴とする浮力を利用した鞘管内への管
体挿入機構である。なお、前記鞘管内に貯溜した液位を
常に適切な液位になるように、到達立坑の鞘管端部の止
水部に所定水位でオーバーフローするようにした液槽を
設け、鞘管内の液位を自動調整可能としてもよい。
The gist of the mechanism and apparatus for inserting a tubular body into a sheath tube utilizing buoyancy according to the present invention is as follows. A water stop section is provided on both sides of the sheath tube buried between the start shaft and the arrival shaft, and a hollow tube is inserted into the sheath tube using the buoyancy of the liquid stored in the sheath tube. At the open end of the sheath tube, there is provided a water-stop portion comprising an elastically deformable annular or U-shaped seal member A and a seal member B attached at an interval wider than the width of the spacer attached to the tube, and the seal is provided. This is a mechanism for inserting a pipe into a sheath tube using buoyancy, wherein a drainage device is provided between a material A and a sealing material B. In addition, a liquid tank that overflows at a predetermined water level is provided at the water stop portion at the end of the sheath pipe of the reaching shaft so that the liquid level stored in the sheath pipe always becomes an appropriate liquid level, and the liquid in the sheath pipe is provided. The position may be automatically adjustable.

【0010】また、発進立坑内に設置されたレール上を
走行する走行架台に、液体を貯溜した鞘管内に挿入する
スペーサー付き管体を把持する管体クランプが固定さ
れ、前記走行架台にはレールを固定、解放するレールク
ランプを備えた反力ボックスが伸縮装置を介して連結さ
れており、走行架台に固定された管体クランプで把持し
た管体を前記伸縮装置の伸縮操作と反力ボックスのレー
ル固定・解放操作によって尺取り移動させる構成とし
た、鞘管内に管体を挿入する管体挿入装置である。
[0010] A tube clamp for holding a tube with a spacer to be inserted into a sheath tube storing the liquid is fixed to a traveling frame installed on a rail installed in the starting shaft, and the rail is attached to the traveling frame. A reaction force box provided with a rail clamp for fixing and releasing is connected via a telescopic device, and a tube gripped by a tube clamp fixed to a traveling gantry is operated by the telescopic operation of the telescopic device and the reaction force box. This is a tube insertion device that inserts a tube into a sheath tube, which is configured to be measured and moved by a rail fixing / releasing operation.

【0011】[0011]

【作用】本発明の浮力を利用した鞘管内への管体挿入機
構は、発進立坑側の鞘管開口端に、管体に取付けたスペ
ーサーの幅より広い間隔をおいて弾性変形可能な環状ま
たはU字型のシール材Aとシール材Bからなる止水部を
設けているため、管体の外周に設けたスペーサー等の異
形部材が鞘管の止水部を通過する際には、図2(a)〜(d)
に示すように作用して鞘管3内に貯溜した浮力用の液体5
が発進立坑に漏れない。すなわち、管体4の挿入時にス
ペーサー7が止水部を通過する際、先ずシール材Aを押
し広げて通過し(図2,a)、スペーサー7がシール材A
を通過し、シール材Aとシール材Bの間に位置した状態
では、シール材Bは止水状態となる(b)。次にスペー
サー7がシール材Bを通過する際にはシール材Bを押し
広げるため鞘管3内の液体5が流出するがシール材Aが止
水しているため発進立坑には漏れないで,シール材Bと
の間に留まる(c)。次にスペーサー7がシール材Bを
通過した後はシール材Bが止水状態となる。この状態で
シール材Aとシール材Bの間に溜まった液体5をバルブ1
0を開いて排出する(d)。
According to the present invention, the tubular body insertion mechanism utilizing the buoyancy of the tubular body is provided at the opening end of the sheath pipe on the starting shaft side at an interval wider than the width of the spacer attached to the tubular body. Since the water-stop portion made of the U-shaped seal material A and the seal material B is provided, when a deformed member such as a spacer provided on the outer periphery of the tube passes through the water stop portion of the sheath tube, FIG. (a) to (d)
The buoyancy liquid 5 stored in the sheath tube 3 by acting as shown in FIG.
Does not leak into the starting shaft. That is, when the spacer 7 passes through the water stopping portion when the tube 4 is inserted, first, the sealing material A is pushed and spread (FIG. 2, a), and the spacer 7 is
, And is located between the seal material A and the seal material B, the seal material B is in a water stop state (b). Next, when the spacer 7 passes through the sealing material B, the liquid 5 in the sheath tube 3 flows out to spread out the sealing material B, but does not leak into the starting shaft because the sealing material A is still water. It stays between the sealing material B (c). Next, after the spacer 7 has passed through the sealing material B, the sealing material B is in a water-stop state. In this state, the liquid 5 collected between the sealing materials A and B
Open 0 and discharge (d).

【0012】また、到達立坑の鞘管端部の止水部に所定
水位でオーバーフローするようにした液槽を設けておけ
ば、管体の挿入によって鞘管内の液位が上昇しようとし
てもオーバーフローして常に鞘管内の液位を管体に適切
な浮力を付与する所定高さに自動調整して保持できる。
また、管体挿入装置を、レール上を尺取り移動する走行
架台に管体を把持するクランプが固定された装置とし、
スペーサー付管体の最後端のスペーサーより後部をクラ
ンプすることにより、スペーサーがクランプ部を通過す
ることがなくなると共に、挿入作業中の持ち替えが必要
なくなるため、スペーサーをかわす機構が不要で、長い
ストロークの挿入機構を必要とせず、且つ、管体を持ち
替えるための機構が不要な簡易な挿入装置とすることが
できる 。
If a liquid tank is provided at the water stop portion at the end of the sheath pipe of the reaching shaft so as to overflow at a predetermined water level, even if the liquid level in the sheath pipe is going to rise due to the insertion of the pipe body, the overflow occurs. Thus, the liquid level in the sheath tube can always be automatically adjusted to and maintained at a predetermined height that gives an appropriate buoyancy to the tube.
Further, the pipe insertion device is a device in which a clamp for holding the pipe is fixed to a traveling base that measures and moves on a rail,
By clamping the rear part of the tube with the spacer from the rear end spacer, the spacer does not pass through the clamp part, and it is not necessary to change the holder during insertion work, so a mechanism to dodge the spacer is unnecessary, and a long stroke A simple insertion device that does not require an insertion mechanism and does not require a mechanism for holding the tube body.

【0013】[0013]

【発明の実施形態】以下、本発明の実施の形態について
図面を参照しながら具体的に説明する。図1は、本発明
による浮力を利用した鞘管内への管体挿入装置の実施例
を示す縦断側面図であって、発進立坑1から到達立坑2間
に亘って地中に埋設した鋼管やヒューム管等の鞘管3の
両管端に止水部を設け、鞘管3内には管体4に適切な浮力
を付与する液位の液体5を貯溜した状態で、発進立坑1側
から先端を閉塞した中空のガス管や水道管等のスペーサ
ー付き管体4を挿入し、鞘管3内の液体の浮力を利用
し、挿入力を軽減して鞘管3内に管体4を挿入するもので
ある。
Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 is a longitudinal sectional side view showing an embodiment of an apparatus for inserting a pipe body into a sheath pipe utilizing buoyancy according to the present invention, wherein a steel pipe or fume buried underground from a starting shaft 1 to a reaching shaft 2 is shown. A water stop section is provided at both ends of the sheath pipe 3 such as a pipe, and a liquid 5 at a liquid level that gives an appropriate buoyancy to the pipe body 4 is stored in the sheath pipe 3, and a tip is provided from the starting shaft 1 side. A tube 4 with a spacer, such as a hollow gas pipe or a water pipe, is inserted and the buoyancy of the liquid in the sheath 3 is used to reduce the insertion force, and the tube 4 is inserted into the sheath 3. Things.

【0014】鞘管3内に貯溜する浮力用の液体5としては
水、海水、泥水等が用いられる。図2(a)〜(d)
は、本発明が対象とするスペーサー付き管体4の例を示
す。スペーサー7は図2に側面図で、また図3に斜視図
で示すように、管体外表面からの突出高さ約5cm、幅約3
0cmのプラスチック製の成形品等が主に用いられ約3〜6
m毎に管体4にボルト8を用いて取付られる。図1,図2に
示すように発進立坑1側の鞘管3の止水部は、鞘管3の端
部内側に環状のシール材Aとシール材Bを管軸方向にス
ペーサー7の幅以上の間隔を隔てて設けることで構成さ
れている。本発明で用いるシール材A,Bの材質はゴム
や合成樹脂製の板状材や中空チューブ等で製作される。
シール材A, Bは管体4のスペーサ7部分が通過した後、
復元して管体外表面を押圧可能なように管体の突出高さ
以上に弾性変形可能なものとする必要がある。シール材
は、あまり高弾性(硬い)にすると挿入時の抵抗が増大
するため止水性を確保できるもので、できるだけ低弾性
(軟らかいもの)にした方がよい。
As the buoyancy liquid 5 stored in the sheath tube 3, water, seawater, muddy water or the like is used. FIGS. 2A to 2D
Shows an example of a tube 4 with a spacer to which the present invention is applied. As shown in a side view in FIG. 2 and a perspective view in FIG. 3, the spacer 7 projects from the outer surface of the tube at a height of about 5 cm and a width of about 3 cm.
0 to 3 cm plastic molded products are mainly used
The bolts 8 are attached to the tube 4 every m. As shown in FIGS. 1 and 2, the water shut-off portion of the sheath tube 3 on the starting shaft 1 side includes a ring-shaped sealing material A and a sealing material B inside the end portion of the sheath tube 3 in the axial direction of the tube more than the width of the spacer 7. Are provided at intervals. The material of the sealing materials A and B used in the present invention is made of a rubber or a synthetic resin plate or a hollow tube.
After the sealing materials A and B have passed through the spacer 7 of the tube 4,
It is necessary to make it elastically deformable to a height higher than the projecting height of the tube so that the tube can be restored and the outer surface of the tube can be pressed. If the sealing material is made too high in elasticity (hard), the resistance at the time of insertion increases, so that it is possible to secure the water-stopping property, and it is better to make the sealing material as low as possible (soft).

【0015】シール材Aとシール材Bの間の下部には管
体4のスペーサー部7がシール材Bを通過する際に鞘管3
内から流出した液体を貯留した後、排水するための排水
孔9が設けられ、バルブ10を介してホース11が取付けら
れている。なお、排水口、バルブ、ホースの代わりに排
水ポンプを用いることも可能である。到達立坑2側の鞘
管3の管端には盲蓋12による止水部を設け、この盲蓋12
の下部に鞘管3内に連通する注排水管13を接続してい
る。この注排水管は架台14に搭載された液槽15に接続さ
れており、液槽15は一定の液位以上になるとオーバーフ
ローして液体5が外部に流出するようにされている。な
お、液槽15を搭載した架台14を昇降可能にすると液位の
高さを設定するのが容易となる。
In the lower portion between the seal material A and the seal material B, when the spacer portion 7 of the tube 4 passes through the seal material B,
After storing the liquid flowing out from the inside, a drain hole 9 for draining is provided, and a hose 11 is attached via a valve 10. In addition, it is also possible to use a drainage pump instead of a drainage port, a valve, and a hose. At the pipe end of the sheath tube 3 on the arrival shaft 2 side, a water stop section is provided by a blind cover 12, and this blind cover 12
The lower part of the pipe is connected to an injection / drainage pipe 13 communicating with the inside of the sheath pipe 3. This injection / drainage pipe is connected to a liquid tank 15 mounted on the gantry 14, and the liquid tank 15 overflows when the liquid level reaches a certain level or higher, and the liquid 5 flows out to the outside. When the gantry 14 on which the liquid tank 15 is mounted is made movable up and down, it becomes easy to set the height of the liquid level.

【0016】この液槽15により管体4の挿入によって鞘
管3内の液位が上昇しようとしても設定高さでオーバー
フローして、常に鞘管3内の液位を所定高さに自動調整
して保持するため管体4に適切な浮力を付与することが
できる。なお、図4に示すように鞘管3の盲蓋12に直接
液槽15を設け、盲蓋12の所定液位高さに排水孔15aを開
けてオーバーフローするようにしてもよい。オーバーフ
ローさせる液位は管体4の寸法諸元および使用する液体5
の比重により決められ、中空管体の液中重量が零になる
浮力が得られる液位にすると最も挿入力を小さくできる
が、必ずしも中空管体の液中重量が零になる浮力にしな
いで若干浮力の過不足があってもよい。
Even if the liquid level in the sheath tube 3 rises due to the insertion of the tube 4 by the liquid tank 15, the liquid level in the sheath tube 3 overflows at a set height, and the liquid level in the sheath tube 3 is always automatically adjusted to a predetermined height. The tube 4 can be provided with an appropriate buoyancy to hold it. As shown in FIG. 4, a liquid tank 15 may be provided directly on the blind lid 12 of the sheath tube 3, and a drain hole 15a may be opened at a predetermined liquid level of the blind lid 12 to overflow. The liquid level to be overflowed depends on the dimensions of the tube 4 and the liquid 5 to be used.
The insertion force can be minimized if the buoyancy at which the weight of the hollow tube is zero is obtained, but the buoyancy is not necessarily reduced to the point at which the weight of the hollow tube becomes zero. There may be slight excess or deficiency in buoyancy.

【0017】管体の挿入装置は図1に示すように、発進
立坑1に管軸方向に敷かれたレール16上を走行する走行
架台17の上部に管体4を把持する公知の管体クランプ18
を固定し、走行架台の前部には図5に示すようなレール
と固定、開放可能とするレールクランプを備えた反力ボ
ックス19が油圧シリンダー等の伸縮装置20を介して連結
されている。
As shown in FIG. 1, the pipe insertion device is a known pipe clamp which holds the pipe 4 on an upper part of a traveling gantry 17 which runs on a rail 16 laid on the starting shaft 1 in the pipe axis direction. 18
A reaction box 19 having a rail as shown in FIG. 5 and a rail clamp capable of being fixed and opened is connected to a front portion of the traveling mount via a telescopic device 20 such as a hydraulic cylinder.

【0018】図5はレールクランプの例を示すものであ
って、反力ボックス19に固定された部材に取付けたジャ
ッキ21でレール16の側部を挟み込んでレール16と反力ボ
ックス19を固定、開放可能としたものである。なお、レ
ールクランプに、カムやラチェット機構を用いることに
より、レールクランプの固定・開放の操作を簡略化する
ことも可能である。
FIG. 5 shows an example of a rail clamp, in which the rail 16 and the reaction force box 19 are fixed by sandwiching the side of the rail 16 with a jack 21 attached to a member fixed to the reaction force box 19. It can be opened. By using a cam or a ratchet mechanism for the rail clamp, the operation of fixing and releasing the rail clamp can be simplified.

【0019】この挿入装置は管体クランプ18でスペーサ
ー7のない管体4の後端付近の管体外周を把持した状態
で、反力ボックス19のレールクランプ21を作動してレー
ル16に固定し、伸長した伸縮装置20を収縮させてレール
16上の走行架台17を移動させ管体クランプ18で把持した
管体4を鞘管3内に挿入する。伸縮装置20が1ストローク
分移動したらレールクランプ21を開放して伸縮装置20を
伸長して反力ボックス19を前方に移動した後、前記と同
様の操作を繰返し尺取り移動し管体4を鞘管3内に挿入し
ていく。なお、反力ボックス19を前方に移動する際に走
行架台17が動かないように、ブレーキ機構を備えた方が
よい。
In this insertion device, the rail clamp 21 of the reaction box 19 is operated and fixed to the rail 16 with the pipe clamp 18 holding the outer circumference of the pipe near the rear end of the pipe 4 without the spacer 7. The telescopic device 20 is contracted and the rail
The traveling base 17 on the 16 is moved, and the tube 4 gripped by the tube clamp 18 is inserted into the sheath tube 3. When the telescopic device 20 has moved by one stroke, the rail clamp 21 is opened, the telescopic device 20 is extended, and the reaction force box 19 is moved forward. Then, the same operation as described above is repeated to measure and move, and the pipe 4 is sheathed. Insert into tube 3. It is preferable to provide a brake mechanism so that the traveling platform 17 does not move when moving the reaction force box 19 forward.

【0020】この挿入装置は尺取り移動する際に管体ク
ランプ18の把持状態を変えないため、管体のスペーサー
部7の干渉がない。
Since the insertion device does not change the gripping state of the tube clamp 18 during the measuring movement, there is no interference of the spacer portion 7 of the tube.

【0021】[0021]

【実施例】以下、本発明に係る浮力を利用した管体挿入
機構および挿入装置の具体的な実施例について、図1を
参照して説明する。鞘管3は内径1200mm、外形1400mmの
ヒューム管を公知の推進工法によって、発進立坑1と到
達立坑2間の地中8m深さに埋設されている。鞘管3内に挿
入される管体4は外径610mm、板厚15.1mmの鋼管で外面は
防食塗装されており、6m毎に管体外面からの高さ50mm、
幅300mmのプラスチック製スペーサー7が取り付けられて
いる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A specific embodiment of a tube insertion mechanism and an insertion device utilizing buoyancy according to the present invention will be described below with reference to FIG. The sheath tube 3 is buried at a depth of 8 m underground between the starting shaft 1 and the reaching shaft 2 by a well-known propulsion method with a fume tube having an inner diameter of 1200 mm and an outer shape of 1400 mm. The tube 4 inserted into the sheath tube 3 is an outer diameter of 610 mm, a steel tube having a plate thickness of 15.1 mm, and the outer surface is coated with anticorrosion, and the height from the outer surface of the tube every 6 m is 50 mm,
A 300 mm wide plastic spacer 7 is attached.

【0022】鞘管3の発進立坑1側端部の内側に設けられ
ている止水部は、シール材Aとシール材Bがスペーサー
7幅より広い500mmの間隔を隔てて設けられている。環状
シール材A,Bは厚さ10mmの環状ゴム板を用いその幅は
鞘管3と管体4の隙間より広くされており外周端を鞘管3
にフランジにて固定し、内周端は管体4の外周面に管体
挿入方向に曲げられて弾性的に押当て摺接しており、管
体4のスペーサー7が通過可能な変形性を有する。シール
材Aとシール材Bの間には、鞘管3の底部に約40mm径の
排水孔9が明けられバルブ10を介してホース11が取付け
られている。到達立坑2には架台14に搭載された液槽15
が設けられ、鞘管端部の給排水用の孔とホース13で接続
されており、液槽15内は所定高さでオーバーフローする
ようにされている。
The water-stop portion provided inside the end of the sheathing tube 3 on the side of the starting shaft 1 has a sealing material A and a sealing material B which are spacers.
It is provided at an interval of 500 mm wider than 7 widths. The annular sealing members A and B are made of an annular rubber plate having a thickness of 10 mm, and the width thereof is wider than the gap between the sheath tube 3 and the tube 4.
The inner peripheral end is bent to the outer peripheral surface of the tube 4 in the tube insertion direction and is elastically pressed against and slidable, and has a deformability through which the spacer 7 of the tube 4 can pass. . A drain hole 9 having a diameter of about 40 mm is formed at the bottom of the sheath tube 3 between the seal material A and the seal material B, and a hose 11 is attached via a valve 10. A liquid tank 15 mounted on a gantry 14
Is connected to a water supply / drain hole at the end of the sheath tube by a hose 13, so that the inside of the liquid tank 15 overflows at a predetermined height.

【0023】この実施例では浮力用の液体5として水を
使用しており、前記管体4の諸元から水中重量が零とな
る液位は管体4の中心より約130mm上部となるため、管体
4の中心を鞘管3の中心と合わせるよう、鞘管3下部の内
壁より約730mmの液位高さでオーバーフローするように
している。管体挿入装置は発進立坑1に設置したレール1
6上にブレーキ付き走行装置をセットし、この走行装置
上に管体外周を締付け・開放可能な公知の管体クランプ
18を固定して構成される。管体クランプ18は中心が鞘管
3の中心に合致する高さになるようにし、挿入するよう
にしている。管体クランプ18はスペーサー7部分以外の
管体外周面を把持すればよいため、クランプ開放時の隙
間を小さくできる。なお、使用する液体5の量を少なく
するために液位を低くし、シール材A,Bの管体4を通
過させる穴と管体クランプ18の高さを液位に合わせるこ
とも可能である。
In this embodiment, water is used as the buoyancy liquid 5, and the liquid level at which the weight of the water becomes zero is about 130 mm above the center of the tube 4 from the specifications of the tube 4, Pipe
In order to align the center of 4 with the center of the sheath tube 3, it overflows at a liquid level of about 730 mm from the inner wall of the lower portion of the sheath tube 3. The tube insertion device is a rail 1 installed on the starting shaft 1.
6 A traveling device with a brake is set on 6, and a known tube clamp that can tighten and release the outer periphery of the tube on this traveling device
18 is fixed. The tube clamp 18 has a sheath tube at the center
The height matches the center of 3 and is inserted. Since the tube clamp 18 only needs to grip the outer peripheral surface of the tube other than the spacer 7, the gap at the time of opening the clamp can be reduced. It is also possible to lower the liquid level in order to reduce the amount of the liquid 5 to be used, and adjust the height of the hole through which the pipes 4 of the sealing materials A and B pass and the height of the pipe clamp 18 to the liquid level. .

【0024】レールクランプ18を備えた反力ボックス19
と走行架台17は、油圧ジャッキ等の伸縮装置20で連結さ
れている。本発明では浮力を利用して管体4の挿入力を
低減しているため、伸縮装置20は小荷重のものが使用で
きる。上記の実施例によれば、内径φ1200mmの鞘管内に
外径φ610mm、長さ6mの管体を、極めて小さい管体挿入
力(約300kg)で能率よく作業でき、作業時に発進立坑1
に鞘管3内の液体5が漏れることはなかった。
Reaction box 19 with rail clamp 18
And the traveling gantry 17 are connected by a telescopic device 20 such as a hydraulic jack. In the present invention, since the insertion force of the tube body 4 is reduced by using the buoyancy, the expansion and contraction device 20 having a small load can be used. According to the above embodiment, a pipe having an outer diameter of 610 mm and a length of 6 m can be efficiently worked in a sheath pipe having an inner diameter of 1200 mm with an extremely small pipe insertion force (about 300 kg).
The liquid 5 in the sheath tube 3 did not leak.

【0025】[0025]

【発明の効果】以上述べたように本発明によれば、液体
を貯溜した鞘管内に浮力を利用して管体を挿入するため
挿入力を小さくできるため、小荷重の挿入装置が使用で
き装置規模を簡略化でき能率よく作業できる。また、発
進立坑側の鞘管開口端に、管体に取付けたスペーサーの
幅より広い間隔をおいて、弾性変形可能な環状またはU
字型のシール材Aとシール材Bからなる止水部を設け、
シール材Aとシール材B間に排水設備を備えているた
め、管体の外周に設けたスペーサー等の異形部材がこの
止水部を通過する際にも、鞘管内に貯溜した浮力用の液
体を発進立坑に漏らさないで管体を挿入できる。さら
に、到達立坑の鞘管端部の止水部に所定水位でオーバー
フローするようにした液槽を設けておけば、管体の挿入
によって鞘管内の液位が上昇しようとしてもオーバーフ
ローして、常に鞘管内の液位を管体に適切な浮力を付与
する所定高さに自動調整して保持できる。また、本発明
の管体挿入装置によれば、スペーサーがクランプ部を通
過することがなくなると共に、挿入作業中の持ち替えが
必要なくなるため、スペーサーをかわす機構が不要で、
長いストロークの挿入機構を必要とせず、且つ、管体を
持ち替えるための機構が不要な簡易な挿入装置とするこ
とができる。
As described above, according to the present invention, the insertion force can be reduced because the tube body is inserted into the sheath tube storing the liquid by utilizing the buoyancy, so that the insertion device with a small load can be used. The scale can be simplified and work can be performed efficiently. At the opening end of the sheath tube on the starting shaft side, an elastically deformable annular or U-shaped member is provided at an interval wider than the width of the spacer attached to the tube.
A water-stop portion made of a seal material A and a seal material B in the shape of
Since a drainage device is provided between the seal material A and the seal material B, even when a deformed member such as a spacer provided on the outer periphery of the pipe passes through the water stop portion, the liquid for buoyancy stored in the sheath tube is used. Can be inserted without leaking into the starting shaft. Furthermore, if a liquid tank that overflows at a predetermined water level is provided at the water stop portion at the end of the sheath pipe of the arrival shaft, even if the liquid level in the sheath pipe is going to rise due to the insertion of the pipe body, it always overflows. The liquid level in the sheath tube can be automatically adjusted and maintained at a predetermined height that gives an appropriate buoyancy to the tube. In addition, according to the pipe insertion device of the present invention, the spacer does not pass through the clamp portion, and since it is not necessary to change the holding during the insertion work, a mechanism for dodging the spacer is unnecessary,
A simple insertion device that does not require a long stroke insertion mechanism and does not require a mechanism for holding the tube body.

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

【図1】本発明による浮力を利用した管体挿入機構・装
置の実施例の縦断側面図。
FIG. 1 is a longitudinal sectional side view of an embodiment of a tube insertion mechanism / device utilizing buoyancy according to the present invention.

【図2】(a)〜(d)は、発進側止水部における管体の挿
入状況の工程図。
FIGS. 2 (a) to 2 (d) are process diagrams showing a state of insertion of a pipe in a start-side water stop portion.

【図3】スペーサーの一例の斜視図。FIG. 3 is a perspective view of an example of a spacer.

【図4】オーバーフロー液槽の実施例の縦断側面図。FIG. 4 is a vertical sectional side view of an embodiment of an overflow liquid tank.

【図5】レールクランプの実施例の縦断側面図。FIG. 5 is a vertical sectional side view of the embodiment of the rail clamp.

【図6】第1従来例として、浮力を利用した鞘管内への
管体挿入方法を説明するための縦断側面図。
FIG. 6 is a longitudinal side view for explaining a method of inserting a tubular body into a sheath tube using buoyancy as a first conventional example.

【図7】第2従来例として、鞘管内への管体挿入装置例
を示す側面図。
FIG. 7 is a side view showing an example of a tube insertion device into a sheath tube as a second conventional example.

【符号の説明】[Explanation of symbols]

A シール材 B シール材 1 発進立坑 2 到達立坑 3 鞘管 4 管体 5 液体 7 スペーサー 8 ボルト 9 排水口 10 バルブ 11 ホース 12 盲蓋 13 注排水管 14 架台 15 液槽 16 レール 17 走行架台 18 クランプ 19 反力ボックス 20 伸縮装置 21 レールクランプ 31 鞘管 32 本管 33 到達立坑 34 発進立坑 35 パッキン材 36 水 37 盲蓋 41 管体 42 クランプ 43 反力架台 44 シリンダー機構 A Sealing material B Sealing material 1 Starting shaft 2 Arriving shaft 3 Sheath tube 4 Tube 5 Liquid 7 Spacer 8 Bolt 9 Drain port 10 Valve 11 Hose 12 Blind lid 13 Note Drain pipe 14 Mount 15 Liquid tank 16 Rail 17 Travel mount 18 Clamp 19 Reaction force box 20 Telescopic device 21 Rail clamp 31 Sheath tube 32 Main tube 33 Reaching shaft 34 Starting shaft 35 Packing material 36 Water 37 Blind lid 41 Tube 42 Clamp 43 Reaction force base 44 Cylinder mechanism

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 発進立坑と到達立坑間にわたって埋設さ
れた鞘管の両側に止水部を設け、鞘管内に貯留した液体
の浮力を利用して鞘管内に中空管体を挿入する工法にお
いて、発進立坑側の鞘管開口端に、管体に取付けるスペ
ーサーの幅より広い間隔をおいて取付けた弾性変形可能
な環状またはU字型のシール材Aとシール材Bからなる
止水部を設け、且つ、前記シール材Aとシール材B間に
排水設備を備えたことを特徴とする浮力を利用した鞘管
内への管体挿入機構。
1. A method of providing a water blocking portion on both sides of a sheath tube buried between a start shaft and a reaching shaft, and inserting a hollow tubular body into the sheath tube by utilizing the buoyancy of a liquid stored in the sheath tube. At the opening end of the sheath tube on the starting shaft side, there is provided a water stop portion comprising an elastically deformable annular or U-shaped seal material A and a seal material B which are attached at an interval wider than the width of the spacer attached to the tube. And a mechanism for inserting a pipe into a sheath pipe utilizing buoyancy, wherein a drainage device is provided between the seal material A and the seal material B.
【請求項2】 到達立坑の鞘管端部の止水部に所定水位
でオーバーフローするようにした液槽を設け、鞘管内の
液位を自動調整可能としたことを特徴とする請求項1記
載の浮力を利用した鞘管内への管体挿入機構。
2. A liquid tank which overflows at a predetermined water level at a water stop portion at an end portion of a sheath pipe of an arrival shaft, wherein a liquid level in the sheath pipe can be automatically adjusted. A tube insertion mechanism into the sheath tube using the buoyancy of the tube.
【請求項3】 発進立坑内に設置されたレール上を走行
する走行架台に、液体を貯溜した鞘管内に挿入するスペ
ーサー付き管体を把持する管体クランプが固定され、前
記走行架台にはレールを固定、解放するレールクランプ
を備えた反力ボックスが伸縮装置を介して連結されてお
り、走行架台に固定された管体クランプで把持した管体
を前記伸縮装置の伸縮操作と反力ボックスのレール固定
・解放操作によって尺取り移動させ鞘管内に挿入するこ
とを特徴とする浮力を利用した鞘管内への管体挿入装
置。
3. A tube clamp for holding a tube with a spacer to be inserted into a sheath tube storing liquid is fixed to a traveling stand running on a rail installed in a starting shaft, and the traveling stand is provided with a rail. A reaction force box provided with a rail clamp for fixing and releasing is connected via a telescopic device, and a tube gripped by a tube clamp fixed to a traveling gantry is operated by the telescopic operation of the telescopic device and the reaction force box. An apparatus for inserting a tube into a sheath tube utilizing buoyancy, wherein the tube is inserted into the sheath tube by being measured and moved by a rail fixing / releasing operation.
JP09657799A 1999-04-02 1999-04-02 Tube insertion mechanism into sheath tube using buoyancy Expired - Fee Related JP4353576B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09657799A JP4353576B2 (en) 1999-04-02 1999-04-02 Tube insertion mechanism into sheath tube using buoyancy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09657799A JP4353576B2 (en) 1999-04-02 1999-04-02 Tube insertion mechanism into sheath tube using buoyancy

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2009130680A Division JP2009198009A (en) 2009-05-29 2009-05-29 Device for inserting pipe body into sheath pipe using buoyancy

Publications (2)

Publication Number Publication Date
JP2000291827A true JP2000291827A (en) 2000-10-20
JP4353576B2 JP4353576B2 (en) 2009-10-28

Family

ID=14168839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09657799A Expired - Fee Related JP4353576B2 (en) 1999-04-02 1999-04-02 Tube insertion mechanism into sheath tube using buoyancy

Country Status (1)

Country Link
JP (1) JP4353576B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007002970A (en) * 2005-06-27 2007-01-11 Kurimoto Ltd Sheath pipe jacking technique
JP2007278376A (en) * 2006-04-05 2007-10-25 Nippon Steel Corp Technique for piping in sheath pipe
JP2007298100A (en) * 2006-04-28 2007-11-15 Sekisui Chem Co Ltd Tube, connection method of tube and conduit

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007002970A (en) * 2005-06-27 2007-01-11 Kurimoto Ltd Sheath pipe jacking technique
JP4647414B2 (en) * 2005-06-27 2011-03-09 株式会社栗本鐵工所 Saya tube propulsion method
JP2007278376A (en) * 2006-04-05 2007-10-25 Nippon Steel Corp Technique for piping in sheath pipe
JP2007298100A (en) * 2006-04-28 2007-11-15 Sekisui Chem Co Ltd Tube, connection method of tube and conduit

Also Published As

Publication number Publication date
JP4353576B2 (en) 2009-10-28

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