JPH0694163A - Drawing-in construction method for main pipe into propelling pipe - Google Patents

Drawing-in construction method for main pipe into propelling pipe

Info

Publication number
JPH0694163A
JPH0694163A JP8758692A JP8758692A JPH0694163A JP H0694163 A JPH0694163 A JP H0694163A JP 8758692 A JP8758692 A JP 8758692A JP 8758692 A JP8758692 A JP 8758692A JP H0694163 A JPH0694163 A JP H0694163A
Authority
JP
Japan
Prior art keywords
pipe
main
main pipe
wire
pulley
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
JP8758692A
Other languages
Japanese (ja)
Other versions
JP2717476B2 (en
Inventor
Kunio Kikuchi
邦夫 菊地
Hiroya Kishino
洋也 岸野
Naoyuki Masuda
直之 舛田
Masaru Hagiwara
勝 萩原
Kazuhiro Mizuno
和博 水野
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 Kokan Koji KK
JFE Engineering Corp
Tokyo Gas Co Ltd
Original Assignee
Nippon Kokan Koji KK
Tokyo Gas Co Ltd
NKK Corp
Nippon Kokan 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 Kokan Koji KK, Tokyo Gas Co Ltd, NKK Corp, Nippon Kokan Ltd filed Critical Nippon Kokan Koji KK
Priority to JP4087586A priority Critical patent/JP2717476B2/en
Publication of JPH0694163A publication Critical patent/JPH0694163A/en
Application granted granted Critical
Publication of JP2717476B2 publication Critical patent/JP2717476B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To improve work efficiency for the drawing-in of a main pipe by depositing invert concrete in a lower part inside a propelling pipe passing through a space between shafts in the earth, and painting a skid paint on the surface of the concrete, and then drawing the main pipe such as a gas pipe or the like by a drawing device including a duplex block through a wire. CONSTITUTION:After a space between a start shaft 1 and an arrival shaft 2 is passed through by a propelling pipe 3 composed of a steel pipe and a Hume pipe or the like, invert concrete 5 is deposited in the lower part of the propelling pipe 3, and a skid paint including epoxy resin is painted on the surface of the concrete 5 to form a filmed layer 6 having low coefficient of friction. The drawing-in process of a main pipe 4 is then begun, and in this case, the main pipes 4 are welded in order in the start shaft 1 and mutually connected, and drawn in order and moved by a drawing device 8 installed in the arrival shaft 2. The drawing device 8 has a winch 9 and a duplex pulley 10 formed of a steady pulley 11 and a movable pulley 13, and draws the main pipe 4 as the tip position of a main wire 16 is successively changed by a quick stopper 14 connected to the movable pulley 13.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、推進管内にガス管等
の本管を引き込む推進管内本管引込み工法、特に長距離
の引込みの容易化に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a main pipe retraction method for propelling a main pipe such as a gas pipe into a propulsion pipe, and more particularly to facilitating long-distance retraction.

【0002】[0002]

【従来の技術】ガス管や下水道管等の敷設にあたり、近
年特に交通事情や工事公害の点から開削工法が困難にな
ってきている。このため、例えばガス管を敷設する場合
には、発進立坑と到達立坑の間に鋼管やヒュ−ム管等か
らなる推進管を推進させ、本管を発進立坑で順次溶接に
より接続しながら、到達立坑で本管の先端に固定した先
導管をワイヤで牽引して推進管の内部に引き込んでい
る。この本管を推進管内に引き込むときは、推進管の下
部にインバ−トコンクリ−トを打設し、このインバ−ト
コンクリ−トの表面にポリエチレンシ−トを敷き詰め、
ポリエチレンシ−トの上を直接あるいはポリエチレンシ
−トの上に油を塗って、本管に所定間隔おいて固定した
パイピングスム−サを滑らせて移動している。
2. Description of the Related Art In laying gas pipes, sewer pipes, etc., the open-cut construction method has become difficult in recent years particularly due to traffic conditions and construction pollution. For this reason, for example, when laying a gas pipe, a propulsion pipe consisting of a steel pipe, a Hume pipe, etc. is propelled between the starting vertical shaft and the reaching vertical shaft, and the main pipe is connected by welding at the starting vertical shaft while reaching it. The tip conduit fixed to the tip of the main pipe in the vertical shaft is pulled by a wire and drawn into the propulsion pipe. When pulling this main pipe into the propulsion pipe, an invert concrete is placed in the lower part of the propulsion pipe, and a polyethylene sheet is laid on the surface of the invert concrete,
Oil is applied to the polyethylene sheet directly or on the polyethylene sheet, and the piping smoother fixed to the main pipe at predetermined intervals is slid to move.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、ポリエ
チレンシ−トをインバ−トコンクリ−トに敷き詰めると
きに、接着材や釘等でインバ−トコンクリ−トに取り付
けているが、その取付が容易でなかった。また、インバ
−トコンクリ−トの表面とポリエチレンシ−トとの密着
性が悪く、隙間なしにポリエチレンシ−トをインバ−ト
コンクリ−トに敷き詰めることが困難であり施工に時間
を要した。
However, when the polyethylene sheet is spread over the invert concrete, it is attached to the invert concrete with an adhesive or a nail, but the attachment is not easy. . Further, the adhesion between the surface of the invert concrete and the polyethylene sheet is poor, and it is difficult to spread the polyethylene sheet on the invert concrete without a gap, which requires time for construction.

【0004】また、ポリエチレンシ−トは強度が弱いた
め、長距離の敷設を行うためにポリエチレンシ−ト上で
多くのパイピングスム−サを滑らして引き込んでいる
と、ポリエチレンシ−トに割れや亀裂,めくれ等が生じ
て摩擦抵抗が大きくなってしまう。さらに、太いワイヤ
をウインチで巻き取りながら本管を推進管内に引き込ん
でいるため、ワイヤの長さがウインチの巻胴の容量で制
限されてしまう。このため本管を長い距離に引き込むこ
とは困難であり、本管を引き込む長さは最長で100m前後
が限度であった。
Further, since the polyethylene sheet has low strength, if many piping smoothers are slid in and pulled in on the polyethylene sheet for laying over a long distance, the polyethylene sheet may be cracked or broken. Friction resistance increases due to cracking, turning, etc. Further, since the main pipe is drawn into the propulsion pipe while winding the thick wire with the winch, the length of the wire is limited by the capacity of the winch winding cylinder. For this reason, it is difficult to pull the main pipe into a long distance, and the maximum length of the main pipe is about 100 m.

【0005】この発明はかかる短所を解決するためにな
されたものであり、本管の引込み長さを長距離化すると
ともに簡単に引き込むことができる推進管内本管引込み
工法を提供することを目的とするものである。
The present invention has been made in order to solve the above disadvantages, and an object thereof is to provide a main pipe retraction method for propulsion pipes in which the retraction length of the main pipe can be increased and the main pipe can be easily retracted. To do.

【0006】[0006]

【課題を解決するための手段】この発明に係る推進管内
本管引込み工法は、立坑間を貫通させた推進管内の下部
にインバ−トコンクリ−トを打設し、該インバ−トコン
クリ−トの表面にエポキシ樹脂を含む滑材塗料を塗布
し、上記推進管内に主ワイヤを挿通し、ウインチとウイ
ンチに連結された複滑車とを有する牽引装置に、複滑車
の動滑車に連結されたクイックストッパで主ワイヤの先
端の位置を順次変えながら連結し、動滑車を牽引して主
ワイヤの他方の端部に連結された先導管に取付られた本
管を滑材塗料の上を滑走させながら推進管内に引き込む
ことを特徴とする。
According to the method for pulling in a main pipe in a propulsion pipe according to the present invention, an invert concrete is placed in the lower portion of the propulsion pipe penetrating between the vertical shafts, and the surface of the invert concrete is formed. To the traction device having a winch and a compound pulley connected to the winch, with a quick stopper connected to the compound pulley of the compound pulley, Inside the propulsion pipe while connecting while changing the position of the tip of the main wire, pulling the moving pulley and sliding the main pipe attached to the leading pipe connected to the other end of the main wire over the lubricant coating. It is characterized by pulling in.

【0007】上記主ワイヤと先導管とを自在継手で連結
し、先導管の先端部下面にロ−ラを設けることが好まし
い。
It is preferable that the main wire and the leading conduit are connected by a universal joint, and a roller is provided on the lower surface of the tip of the leading conduit.

【0008】[0008]

【作用】この発明においては、立坑間を貫通させた推進
管内の下部に打設したインバ−トコンクリ−トの表面に
滑材塗料を塗布することにより、インバ−トコンクリ−
トの表面の摩擦係数を小さくする。この滑材塗料は接着
性が良好で、強度が大きいエポキシ樹脂を含むから、イ
ンバ−トコンクリ−トの表面に簡単に塗布することがで
きるとともに耐摩耗性を高める。
According to the present invention, the lubricant coating is applied to the surface of the invert concrete placed in the lower portion of the propulsion pipe penetrating between the vertical shafts to apply the invert concrete.
To reduce the friction coefficient of the surface of the grate. Since this lubricant coating material has a good adhesiveness and contains an epoxy resin having a high strength, it can be easily applied to the surface of the invert concrete and the abrasion resistance is enhanced.

【0009】この推進管内に主ワイヤを挿通した後、ウ
インチとウインチに連結された複滑車とを有する牽引装
置の動滑車に連結したクイックストッパで主ワイヤの先
端の位置を固定してウインチで動滑車を牽引し、主ワイ
ヤに連結された本管を複滑車のリフト分だけ引き込む。
その後、主ワイヤとクイックストッパの連結を解除して
動滑車の位置を戻し、再度主ワイヤの異なる位置にクイ
ックストッパを固定して、本管を所定距離だけ引き込
む。この動作を順次繰り返すことにより、少ないワイヤ
をウインチに巻き込むだけで本管を推進管内に引き込
む。
After inserting the main wire into the propulsion pipe, the position of the tip of the main wire is fixed by a quick stopper connected to a moving pulley of a traction device having a winch and a compound pulley connected to the winch to move the winch. Pull the pulley and pull in the main pipe connected to the main wire by the lift amount of the double pulley.
After that, the connection between the main wire and the quick stopper is released, the position of the movable pulley is returned, the quick stopper is fixed again at a different position of the main wire, and the main pipe is pulled in by a predetermined distance. By repeating this operation in sequence, the main pipe is drawn into the propulsion pipe only by winding a small amount of wire around the winch.

【0010】また、主ワイヤと先導管とを自在継手で連
結し、先導管の先端部下面にロ−ラを設けて、本管を長
距離引き込むときに主ワイヤに生じる捩れや下向きの力
が与える影響を除去する
The main wire and the leading conduit are connected by a universal joint, and a roller is provided on the lower surface of the leading end of the leading conduit to prevent twisting or downward force generated in the main wire when the main pipe is pulled in for a long distance. Eliminate the impact

【0011】[0011]

【実施例】図1はこの発明の一実施例を示す断面図であ
る。図に示すように、発進立坑1と到達立坑2の間には
鋼管やヒュ−ム管等からなる推進管3が推進されてい
る。この推進管3に本管4を引き込むときは、まず、図
2の横断面図に示すように、推進管3の下部にインバ−
トコンクリ−ト5を打設し、インバ−トコンクリ−ト5
の表面にエポキシ樹脂を含む滑材塗料を塗布して低摩擦
係数の被膜層6を形成する。このインバ−トコンクリ−
ト5と被膜層6は本管4に一定間隔をおいて取り付けら
れ、複数の突出した滑り面7aを有するパイピングスム
−サ7を滑らせて移動することにより本管4を移動する
ためのものである。そして被膜層6は接着性が良好なエ
ポキシ樹脂を含む滑材塗料により形成されるから、イン
バ−トコンクリ−ト5の表面に簡単かつ均一に塗布する
ことができる。また、滑材塗料に含まれているエポキシ
樹脂は接着強度や機械的な強度が大きいから、被膜層6
を確実にインバ−トコンクリ−ト5の表面に接着すると
ともに、被膜層6表面の耐摩耗性を高めることができ
る。したがってパイピングスム−サ7を繰返し滑らせて
被膜層6が剥離することはなく、パイピングスム−サ7
を安定して滑らせることができる。
1 is a sectional view showing an embodiment of the present invention. As shown in the figure, a propulsion pipe 3 made of a steel pipe, a Hume pipe or the like is propelled between the starting shaft 1 and the reaching shaft 2. When pulling the main pipe 4 into the propulsion pipe 3, first, as shown in the transverse sectional view of FIG.
Invert concrete 5 is placed and invert concrete 5 is placed.
A lubricant coating material containing an epoxy resin is applied to the surface of to form the coating layer 6 having a low friction coefficient. This Invert Concrete
The cover 5 and the coating layer 6 are attached to the main pipe 4 at regular intervals and are for moving the main pipe 4 by sliding and moving a piping summer 7 having a plurality of protruding sliding surfaces 7a. Is. Since the coating layer 6 is formed of a lubricant coating material containing an epoxy resin having good adhesiveness, it can be applied to the surface of the invert concrete 5 easily and uniformly. Further, since the epoxy resin contained in the lubricant coating material has high adhesive strength and mechanical strength, the coating layer 6
Can be reliably adhered to the surface of the invert concrete 5, and the abrasion resistance of the surface of the coating layer 6 can be enhanced. Therefore, the coating layer 6 is not peeled off by sliding the piping smoother 7 repeatedly, and the piping smoother 7 is not peeled off.
Can be slipped stably.

【0012】インバ−トコンクリ−ト5を打設し被膜層
6を形成した後、本管4の引込み工程に入る。この本管
4の引込み工程においては、発進立坑1で本管4を順次
溶接により連結し、到達立坑2に設置した牽引装置8で
本管4を移動させる。牽引装置8は、図3に示すよう
に、ウインチ9と、定滑車11と台車12に搭載された
動滑車13とからなる複滑車10と、クイックストッパ
14とを有する。ウインチ9は複滑車10に巻回された
補助ワイヤ15を巻取り動滑車13を移動させる。クイ
ックストッパ14は本管4を引き込む主ワイヤ16を貫
通させて固定するものであり、ワイヤ17により動滑車
13に連結されている。
After the invert concrete 5 is cast to form the coating layer 6, the main pipe 4 is drawn in. In the drawing process of the main pipe 4, the main pipes 4 are sequentially connected by welding in the starting vertical shaft 1, and the main pipe 4 is moved by the traction device 8 installed in the reaching vertical shaft 2. As shown in FIG. 3, the towing device 8 has a winch 9, a compound pulley 10 including a constant pulley 11 and a moving pulley 13 mounted on a carriage 12, and a quick stopper 14. The winch 9 winds the auxiliary wire 15 wound around the compound pulley 10 and moves the moving pulley 13. The quick stopper 14 is for fixing the main wire 16 for pulling in the main pipe 4 by penetrating the main wire 16, and is connected to the moving pulley 13 by a wire 17.

【0013】この牽引装置8により本管4を推進管3内
に引き込むときには、まず推進管3内に主ワイヤ16を
挿通する。次に、図4に示すように発進立坑1で本管4
の先端に先導管18を溶接し、先導管18と主ワイヤ1
6とを回動自在なシ−ベル機構19で連結する。その
後、本管4と先導管18に一定間隔をおいてパイピング
スム−サ7を取り付ける。このパイピングスム−サ7を
取り付けるときに、先導管18の部分には滑り面7aを
互い違いにした複数のパイピングスム−サ7を取り付け
る。また、先導管18の先端下部には回転自在なロ−ラ
20が取り付けられている。
When pulling the main pipe 4 into the propulsion pipe 3 by the pulling device 8, first, the main wire 16 is inserted into the propulsion pipe 3. Next, as shown in FIG.
The tip conduit 18 is welded to the tip of the
6 and 6 are connected by a freely rotatable sieve mechanism 19. After that, the piping summer 7 is attached to the main pipe 4 and the leading conduit 18 at a constant interval. When this piping smoother 7 is attached, a plurality of piping smoothers 7 having sliding surfaces 7a staggered are attached to the tip conduit 18. Further, a rotatable roller 20 is attached to the lower portion of the tip of the leading conduit 18.

【0014】一方、到達立坑2では主ワイヤ16をクイ
ックストッパ14に通して固定し、主ワイヤ16と動滑
車13を連結する。そしてウインチ9を動作させて定滑
車11と動滑車13に巻回した補助ワイヤ15を巻取
る。補助ワイヤ15の巻取りにより台車12に搭載され
ている動滑車13が定滑車11の方に移動する。この動
滑車13の移動によりクイックストッパ14で固定され
ている主ワイヤ16が牽引され、主ワイヤ16の終端に
連結されている本管4を推進管3内に引き込み、先導管
18と本管4に取り付けられたパイピングスム−サ7を
被膜層6上で滑らせながら本管4を移動する。本管4を
単位長さ分だけ移動したら、クイックストッパ14によ
る主ワイヤ16の固定を解除する。そして、クイックス
トッパ14と動滑車13を本管4の単位長さに相当する
距離だけ定滑車11とは反対方向に移動し、その位置で
再度クイックストッパ14に主ワイヤ16を固定する。
そして発進立坑1側で本管4を溶接して接続した後、ウ
インチ9を動作させて本管4の単位長さ分だけ移動させ
る。この動作を繰り返すことにより巻胴の小さなウイン
チ9により本管4を順次移動して、長い距離の推進管3
内に本管4を簡単に引き込むことができる。
On the other hand, in the reaching shaft 2, the main wire 16 is passed through the quick stopper 14 and fixed, and the main wire 16 and the moving pulley 13 are connected. Then, the winch 9 is operated to wind up the auxiliary wire 15 wound around the fixed pulley 11 and the moving pulley 13. By winding the auxiliary wire 15, the moving pulley 13 mounted on the carriage 12 moves toward the constant pulley 11. Due to the movement of the movable pulley 13, the main wire 16 fixed by the quick stopper 14 is pulled, the main pipe 4 connected to the end of the main wire 16 is drawn into the propulsion pipe 3, and the leading conduit 18 and the main pipe 4 are connected. The main pipe 4 is moved while sliding the piping summature 7 attached to the coating layer 6 on the coating layer 6. After moving the main pipe 4 by the unit length, the fixing of the main wire 16 by the quick stopper 14 is released. Then, the quick stopper 14 and the moving pulley 13 are moved in the direction opposite to the constant pulley 11 by a distance corresponding to the unit length of the main pipe 4, and the main wire 16 is fixed to the quick stopper 14 again at that position.
Then, after the main pipe 4 is welded and connected on the side of the starting shaft 1, the winch 9 is operated to move the main pipe 4 by a unit length. By repeating this operation, the main pipe 4 is sequentially moved by the winch 9 having a small winding cylinder, and the propulsion pipe 3 having a long distance is moved.
The main tube 4 can be easily pulled in.

【0015】この重量がある本管4を長距離にわたり引
き込むと、引き込む本管4の重量は非常に大きくなる。
このため主ワイヤ16は外径が例えば47.5mmと太いワイ
ヤが必要になり、その重量により主ワイヤ16に中たる
みが生じ、先導管18に下向きの力が働く。このため先
導管18の先端部が被膜層6に擦れるようになり、引込
み時の摩擦抵抗が大きくなってしまう。そこで先導管1
8の先端部に回転自在なロ−ラ20を設け、引込み時の
摩擦抵抗が大きくなることを防いでいる。
When the main pipe 4 having this weight is pulled in over a long distance, the weight of the main pipe 4 pulled in becomes very large.
For this reason, the main wire 16 needs to have a large outer diameter, for example, 47.5 mm. The weight of the main wire 16 causes a slack in the main wire 16 and a downward force acts on the leading conduit 18. For this reason, the tip portion of the leading conduit 18 comes to rub against the coating layer 6, and the frictional resistance at the time of withdrawal increases. So there is a conduit 1
A rotatable roller 20 is provided at the tip of 8 to prevent an increase in frictional resistance when retracted.

【0016】また、先導管18と本管4を主ワイヤ16
で長距離を牽引するときに、主ワイヤ16にはどうして
も捩れが生じる。この主ワイヤ16の捩れが直接先導管
18に働くと、先導管18が首振り現象を起す危険性が
ある。そこで先導管18と主ワイヤ16との間に、回動
自在なシ−ベル機構19を設け、主ワイヤ16の捩れに
よる先導管18が首振り現象を抑制している。このシ−
ベル機構19を設けても長い距離を引き込んでいるとき
に先導管18には牽引力とは垂直な力が働き、先導管1
8が横方向に転がる危険性がある。先導管18が転がり
その先端が推進管3に当たると引込みが不可能になって
しまう。そこで先導管18に滑り面7aを互い違いにし
た複数のパイピングスム−サ7を取り付け、先導管18
の横方向に転がることを防いでいる。
Further, the leading conduit 18 and the main conduit 4 are connected to the main wire 16
When pulling a long distance with, the main wire 16 is inevitably twisted. If the twist of the main wire 16 directly acts on the leading conduit 18, there is a risk that the leading conduit 18 may cause a swinging phenomenon. Therefore, a rotatable swivel mechanism 19 is provided between the front conduit 18 and the main wire 16, and the front conduit 18 due to the twist of the main wire 16 suppresses the swinging phenomenon. This sea
Even if the bell mechanism 19 is provided, a force perpendicular to the traction force acts on the front conduit 18 when pulling in a long distance, so that the front conduit 1
There is a risk that 8 rolls laterally. If the tip conduit 18 rolls and its tip hits the propulsion pipe 3, it cannot be retracted. Therefore, a plurality of piping summers 7 having sliding surfaces 7a staggered are attached to the leading conduit 18
It prevents it from rolling laterally.

【0017】このようにして実際に牽引装置8で強度が
大きい被膜層6の上を滑らせながら本管4を順次推進管
3内に引き込んだ結果、従来は100m程度しか引き込むこ
とができなかった引込み長さを300m以上にすることがで
きた。このため立坑の数を従来より少なくとも2本は減
少することができ、施工能率を向上させるとともに、交
通障害や公害の影響を大幅に低減することができた。
As described above, as a result of actually pulling the main pipe 4 into the propulsion pipe 3 while sliding it on the coating layer 6 having a high strength by the pulling device 8, in the past, only about 100 m can be pulled in. The pull-in length could be more than 300m. For this reason, the number of vertical shafts can be reduced by at least two from the conventional one, and the construction efficiency can be improved and the influence of traffic obstacles and pollution can be greatly reduced.

【0018】[0018]

【発明の効果】この発明は以上説明したように、立坑間
を貫通させた推進管内の下部に打設したインバ−トコン
クリ−トの表面に滑材塗料を塗布することにより、イン
バ−トコンクリ−トの表面の摩擦係数を小さくする。こ
の滑材塗料は接着性が良好で、強度が大きいエポキシ樹
脂を含むから、インバ−トコンクリ−トの表面に簡単に
塗布することができるとともに、耐摩耗性を高めること
ができ、本管を長距離の推進管内に引き込むときに前処
理時間を短縮するとともに確実に本管を引き込むことが
できる。
As described above, according to the present invention, the lubricant coating is applied to the surface of the invert concrete placed in the lower part of the propulsion pipe penetrating between the vertical shafts to apply the invert concrete. To reduce the friction coefficient of the surface. Since this lubricant coating material has good adhesiveness and contains an epoxy resin having high strength, it can be easily applied to the surface of the invert concrete, and at the same time, it can be improved in abrasion resistance, and the main pipe can be made long. The pretreatment time can be shortened and the main pipe can be reliably pulled in when it is pulled into the propulsion pipe at a distance.

【0019】また、本管を推進管内に引き込むときに
は、主ワイヤを挿通した後、ウインチとウインチに連結
された複滑車とを有する牽引装置の動滑車に連結したク
イックストッパで主ワイヤの一方の位置を固定し、ウイ
ンチで動滑車を牽引して主ワイヤに連結された本管を複
滑車のリフト分だけ順次引き込むようにしたから、少な
いワイヤをウインチに巻き込むだけで本管を推進管内に
引き込むことができ、巻胴の小さいウインチを使用して
長い距離を引き込むことができる。
When pulling the main pipe into the propulsion pipe, after inserting the main wire, one position of the main wire is connected by a quick stopper connected to a moving pulley of a traction device having a winch and a compound pulley connected to the winch. Since the main pulley connected to the main wire is pulled in order by pulling the moving pulley with the winch and pulling the lift of the compound pulley, the main wire can be pulled into the propulsion pipe by winding the few wires into the winch. You can use a winch with a small winding cylinder to pull in long distances.

【0020】さらに、主ワイヤと先導管とをたわみ継手
で連結し、先導管の先端部下面にロ−ラを設けることに
より、本管を長距離引き込むときに主ワイヤに生じる捩
れや下向きの力が与える影響を除去することができ、本
管を安定して引き込むことができる。
Further, the main wire and the leading conduit are connected by a flexible joint, and a roller is provided on the lower surface of the leading end of the leading conduit so that the main wire is twisted and the downward force is exerted when the main pipe is pulled in for a long distance. It is possible to remove the influence of the above, and to stably pull in the main pipe.

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

【図1】この発明の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.

【図2】上記実施例の推進管の横断面図である。FIG. 2 is a cross-sectional view of the propulsion pipe of the above embodiment.

【図3】牽引装置の構成図である。FIG. 3 is a configuration diagram of a towing device.

【図4】本管と主ワイヤの連結部を示す構成図である。FIG. 4 is a configuration diagram showing a connecting portion between a main pipe and a main wire.

【符号の説明】[Explanation of symbols]

1 発進立坑 2 到達立坑 3 推進管 4 本管 5 インバ−トコンクリ−ト 6 被膜層 7 パイピングスム−サ 8 牽引装置 9 ウインチ 10 複滑車 11 定滑車 13 動滑車 14 クイックストッパ 15 補助ワイヤ 16 主ワイヤ 1 Starting shaft 2 Arrival shaft 3 Propulsion pipe 4 Main pipe 5 Invert concrete 6 Coating layer 7 Piping smoother 8 Traction device 9 Winch 10 Compound pulley 11 Fixed pulley 13 Moving pulley 14 Quick stopper 15 Auxiliary wire 16 Main wire

───────────────────────────────────────────────────── フロントページの続き (72)発明者 岸野 洋也 神奈川県平塚市宮松町15−10 平塚アパ− ト607号 (72)発明者 舛田 直之 東京都千代田区丸の内一丁目1番2号 日 本鋼管株式会社内 (72)発明者 萩原 勝 東京都武蔵野市西久保1−4−10 (72)発明者 水野 和博 埼玉県朝霞市膝折町1−4−26−111 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroya Kishino 15-10 Miyamatsucho, Hiratsuka-shi, Kanagawa Hiratsuka Apt 607 (72) Inventor Naoyuki Masuda 1-2, Marunouchi, Chiyoda-ku, Tokyo Nihon (72) Inventor Masaru Hagiwara 1-4-10 Nishikubo, Musashino City, Tokyo (72) Inventor Kazuhiro Mizuno 1-4-26-111 Kashiori-cho, Asaka-shi, Saitama Prefecture

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 立坑間を貫通させた推進管内の下部にイ
ンバ−トコンクリ−トを打設し、該インバ−トコンクリ
−トの表面にエポキシ樹脂を含む滑材塗料を塗布し、上
記推進管内に主ワイヤを挿通し、ウインチとウインチに
連結された複滑車とを有する牽引装置に、複滑車の動滑
車に連結されたクイックストッパで主ワイヤの先端の位
置を順次変えながら連結し、動滑車を牽引して主ワイヤ
の他方の端部に連結された先導管に取付られた本管を滑
材塗料の上を滑走させながら推進管内に引き込むことを
特徴とする推進管内本管引込み工法。
1. An invert concrete is placed in a lower portion of a propulsion pipe penetrating between vertical shafts, a lubricant coating material containing an epoxy resin is applied to the surface of the invert concrete, and the inside of the propulsion pipe is provided. Insert the main wire and connect it to a traction device that has a winch and a compound pulley connected to the winch while sequentially changing the position of the tip of the main wire with a quick stopper that is connected to the compound pulley of the compound pulley. A main pipe retraction method in a propulsion pipe, characterized in that the main pipe attached to a leading pipe connected to the other end of the main wire is pulled into the propulsion pipe while sliding on the lubricant paint.
【請求項2】 主ワイヤと先導管とを自在継手で連結
し、先導管の先端部下面にロ−ラを設けた請求項1記載
の推進管内本管引込み工法。
2. The main pipe retraction method for a propulsion pipe according to claim 1, wherein the main wire and the leading conduit are connected by a universal joint, and a roller is provided on the lower surface of the tip of the leading conduit.
JP4087586A 1992-03-12 1992-03-12 Main pipe drawing method in the propulsion pipe Expired - Fee Related JP2717476B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4087586A JP2717476B2 (en) 1992-03-12 1992-03-12 Main pipe drawing method in the propulsion pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4087586A JP2717476B2 (en) 1992-03-12 1992-03-12 Main pipe drawing method in the propulsion pipe

Publications (2)

Publication Number Publication Date
JPH0694163A true JPH0694163A (en) 1994-04-05
JP2717476B2 JP2717476B2 (en) 1998-02-18

Family

ID=13919112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4087586A Expired - Fee Related JP2717476B2 (en) 1992-03-12 1992-03-12 Main pipe drawing method in the propulsion pipe

Country Status (1)

Country Link
JP (1) JP2717476B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1082480A (en) * 1996-09-09 1998-03-31 Tokyo Gas Co Ltd Lay down method of steel pipe
CN114562607A (en) * 2022-03-11 2022-05-31 北京市市政四建设工程有限责任公司 Method for municipal pipeline construction in jacking pipe

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS608389A (en) * 1983-06-17 1985-01-17 ベロルススキ−,チエフノロギチエスキ−,インスチツ−ト,イメ−ニ,エス,エム,キ−ロワ Polymer substance pyrolytic apparatus
JPH0245801U (en) * 1988-09-26 1990-03-29
JPH0420575A (en) * 1990-05-14 1992-01-24 Hino Motors Ltd Antifriction paint

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS608389A (en) * 1983-06-17 1985-01-17 ベロルススキ−,チエフノロギチエスキ−,インスチツ−ト,イメ−ニ,エス,エム,キ−ロワ Polymer substance pyrolytic apparatus
JPH0245801U (en) * 1988-09-26 1990-03-29
JPH0420575A (en) * 1990-05-14 1992-01-24 Hino Motors Ltd Antifriction paint

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1082480A (en) * 1996-09-09 1998-03-31 Tokyo Gas Co Ltd Lay down method of steel pipe
CN114562607A (en) * 2022-03-11 2022-05-31 北京市市政四建设工程有限责任公司 Method for municipal pipeline construction in jacking pipe

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