JP2012219914A - Apparatus and method for inserting pipe into sleeve using buoyancy - Google Patents

Apparatus and method for inserting pipe into sleeve using buoyancy Download PDF

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JP2012219914A
JP2012219914A JP2011086315A JP2011086315A JP2012219914A JP 2012219914 A JP2012219914 A JP 2012219914A JP 2011086315 A JP2011086315 A JP 2011086315A JP 2011086315 A JP2011086315 A JP 2011086315A JP 2012219914 A JP2012219914 A JP 2012219914A
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tube
seal
sheath
sheath tube
buoyancy
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JP5667920B2 (en
Inventor
Osamu Nakahara
修 中原
Takamichi Tanaka
隆道 田中
Hiroshi Matsumoto
博 松本
Shigeaki Aoyanagi
成彰 青柳
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Nippon Steel Pipeline Co Ltd
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Nippon Steel Pipeline Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To prevent an excessive load from being applied to a water stop part during pipe inserting work, even when a set position of a pipe is curved flatly, and to speedily move the pipe to the lowest part of a sleeve when releasing a liquid in the sleeve after the inserting work is completed.SOLUTION: A first seal 3 and a second seal which seals fluid-tightly a gap between a sleeve and a pipe 2 and are elastically deformable are provided in a water stop part of an open end at a starting pit side of a sleeve 1. The first seal is disposed at a position deviated from the center of the sleeve at least to right or left and an insertion hole is formed in the central part. An outer shape of the second seal is made into such a long circular shape or an elliptic shape as to cover the area where the first seal is present, in a view from a pedestal end side of the pipe, and the area where the pipe is present when a liquid in the sleeve is released and the pipe is positioned in a lowest part inside the sleeve. In the second seal, an insertion hole is formed at the same position as the insertion hole of the first seal in the view from the pedestal end side of the pipe.

Description

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管体挿入装置及び管体挿入方法に関する。   The present invention relates to a tube insertion device and a tube insertion method for inserting a tube using a buoyancy force into a sheath tube buried in the ground.

地中に埋設された鞘管内に液体を注入し、この液体による浮力を利用して鞘管内に管体を挿入する技術が下記特許文献1に開示されている。
すなわち、特許文献1には、図15、図16に示すように、発進立坑100から到達立坑101に向けて埋設される鞘管102の両端に止水部103,104を設け、鞘管102内に貯留した例えば水105の浮力を利用することで、鞘管102との摩擦を極力抑えて鞘管102内に管体106を挿入する技術が開示されている。
Patent Document 1 below discloses a technique in which a liquid is injected into a sheath pipe buried in the ground and a tubular body is inserted into the sheath pipe using the buoyancy caused by the liquid.
That is, in Patent Document 1, as shown in FIGS. 15 and 16, the water stop portions 103 and 104 are provided at both ends of the sheath tube 102 embedded from the starting shaft 100 toward the reaching shaft 101, and the inside of the sheath tube 102 is provided. For example, a technique for inserting the tube body 106 into the sheath tube 102 while minimizing friction with the sheath tube 102 by using the buoyancy of, for example, water 105 stored in the sheath tube 102 is disclosed.

ここでは、発進立坑100側の止水部103が、中央に挿通孔を有する弾性変形可能な板状のシール103A、103Bを互いに間隔をあけて設けるとともに、それらシール103A、103Bの間に排水部107を設けた構造になっている。そして、管体挿入作業の中で、管体106に取り付けたスペーサ106Aがシール103Aを乗り越えるときに、シール103Bが機能して鞘管102の内部の水が発進立坑100内に漏れるのを防ぎ、また、スペーサ106Aがシール103Bを乗り越えるときに、シール103Aが機能して鞘管102の内部の水が発進立坑100内に漏れるのを防ぐ。
なお、スペーサ106Aがシール103Bを乗り越えるときに、鞘管102内の水がシール103Bを超えて、シール103A、103B間に流出するが、ここに流出した水は、スペーサ106Aがシール103Bを乗り越えた後に、排水部107から速やかに外部へ排出される。
なお、図15において、符号108は管体106の基端側を押圧移動させる管体移動手段である走行架台、符号109は鞘管102内の水面を調整する液面調整用のタンクをそれぞれ示す。
Here, the water stop portion 103 on the start shaft 100 side is provided with elastically deformable plate-like seals 103A and 103B having an insertion hole in the center at intervals, and a drainage portion between the seals 103A and 103B. 107 is provided. During the tube insertion operation, when the spacer 106A attached to the tube 106 gets over the seal 103A, the seal 103B functions to prevent water inside the sheath tube 102 from leaking into the start shaft 100, Further, when the spacer 106A gets over the seal 103B, the seal 103A functions to prevent water inside the sheath tube 102 from leaking into the start shaft 100.
In addition, when the spacer 106A gets over the seal 103B, the water in the sheath tube 102 passes over the seal 103B and flows out between the seals 103A and 103B, but the water flowing out of the spacer 106A gets over the seal 103B. Later, the water is quickly discharged from the drainage unit 107 to the outside.
In FIG. 15, reference numeral 108 denotes a travel base that is a pipe body moving means that presses and moves the proximal end side of the pipe body 106, and reference numeral 109 denotes a liquid level adjusting tank that adjusts the water surface in the sheath tube 102. .

特開2000−291827号公報JP 2000-291827 A

ところで、上述の浮力を利用した鞘管内への管体を挿入する技術にあっては、敷設しようとする管体106のセット位置が平面的に湾曲している場合、管体挿入作業の際に、鞘管102の端部において管体106が左右方向のいずれか一方にずれ込むのに伴い、シール103A、103Bに大きな荷重が加わる。これに伴い、シール103A、103Bが損傷する、あるいは管体106と鞘管102との間の摩擦が大きくなって、管体106を押圧して移動させる走行架台108に過大な負担がかかるという問題があった。   By the way, in the technique of inserting the pipe body into the sheath pipe using the above-described buoyancy, when the set position of the pipe body 106 to be laid is curved in a plane, the pipe body is inserted during the work. A large load is applied to the seals 103 </ b> A and 103 </ b> B as the tube body 106 is displaced in either of the left and right directions at the end of the sheath tube 102. As a result, the seals 103A and 103B are damaged, or the friction between the tube body 106 and the sheath tube 102 is increased, and an excessive burden is placed on the traveling base 108 that presses and moves the tube body 106. was there.

このように施工する管体106のセット位置が平面的に湾曲している場合、止水部のシール103A、103Bの位置を図16中Xa、Xbに示すように左右方向のいずれかに予めずらしてセットし、この状態で管体106を挿入することが考えられる。
しかしながら、管体挿入作業完了の後、鞘管102内の液体を抜くときに、管体106が水から浮力を受けなくなって鞘管102内の最下部まで移動しようとするが、この場合、前述したようにシール103A、103Bが予め左右にずらしてセットされているため、これらシール103A、103Bが管体106の移動を阻止することとなり、管体106を鞘管102内の最下部まで移動させることができない、あるいは管体106が鞘管102内の最下部に移動するとき、シール103A、103Bに過度な荷重がかかって損傷し、そこから鞘管102内の水が漏れるといった不具合の発生が懸念される。
When the set position of the pipe body 106 to be constructed is curved in a planar manner, the positions of the seals 103A and 103B of the water stop portion are shifted in advance in either the left or right direction as indicated by Xa and Xb in FIG. It is conceivable to insert the tube 106 in this state.
However, when the liquid in the sheath tube 102 is withdrawn after completion of the tube insertion operation, the tube body 106 does not receive buoyancy from water and tries to move to the lowermost portion in the sheath tube 102. As described above, since the seals 103A and 103B are set so as to be shifted to the left and right in advance, the seals 103A and 103B block the movement of the tube body 106, and the tube body 106 is moved to the lowest part in the sheath tube 102. When the tube body 106 cannot move or moves to the lowermost part in the sheath tube 102, an excessive load is applied to the seals 103A and 103B to cause damage, and water in the sheath tube 102 leaks from there. Concerned.

この発明は、上述した事情に鑑みてなされたものであって、管体のセット位置が平面的に湾曲している場合であっても、管体挿入作業の際に、止水部に過度な荷重が加わることなく、また、挿入作業完了後において鞘管内の液体を抜くときに、管体を鞘管の最下部まで速やかに移動させることができ、かつ、止水部の損傷を防いで、鞘管内の液が漏れ出るのを防止することができる、浮力を利用した鞘管内への管体挿入装置及び管体挿入方法を提供する。   The present invention has been made in view of the above-described circumstances, and even when the setting position of the tubular body is curved in a plane, it is excessive in the water stop portion during the tubular body insertion work. Without removing the load, and when draining the liquid in the sheath after completion of the insertion operation, the tube can be quickly moved to the lowest part of the sheath, and the damage to the water stop is prevented. Provided are a tube insertion device and a tube insertion method for inserting a tube into a sheath tube using buoyancy, which can prevent liquid in the sheath tube from leaking out.

上記課題を解決するために、この発明は以下の手段を提案している。
すなわち、本願の請求項1に係る浮力を利用した鞘管内への管体挿入装置では、発進立坑と到達立坑にわたって埋設される鞘管の両端に止水部を設け、鞘管内に貯留した液体の浮力を利用して鞘管内に管体を挿入する浮力を利用した鞘管内への管体挿入装置であって、前記鞘管の発進立坑側の開口端の止水部には前記鞘管と前記管体との間を液密に封止する第1のシールと第2のシールが前記管体の基端側から先端側に向けて互いに間隔をあけて設けられ、第1のシールは、前記鞘管の内側であってかつ前記鞘管の中心から少なくとも左右方向の一方にずれた位置に配置され、しかも、外形を円形状とされるとともに中央部には前記管体を挿通させる挿通孔が形成され、第2のシールは、前記管体の基端側からみて前記第1のシールが存する領域と前記鞘管内の液体が抜かれて前記管体が前記鞘管内の最下部に位置するときに該管体が存する領域を覆うように、外形を長円形状または楕円形状とされ、前記第2のシールには、前記管体の基端側からみて第1のシールの挿通孔と同じ位置に、前記管体を挿通させる挿通孔が形成されていることを特徴とする。
In order to solve the above problems, the present invention proposes the following means.
That is, in the tubular body insertion device into the sheath pipe using the buoyancy according to claim 1 of the present application, the water stop portions are provided at both ends of the sheath pipe buried between the starting shaft and the reaching shaft, and the liquid stored in the sheath tube is stored. A tube insertion device into a sheath tube using buoyancy for inserting a tube body into a sheath tube using buoyancy, wherein the sheath tube and the above-mentioned water stop at the opening end on the start shaft side of the sheath tube A first seal and a second seal for liquid-tightly sealing between the tube bodies are provided spaced from each other from the proximal end side to the distal end side of the tube body. The inside of the sheath tube is disposed at a position shifted from the center of the sheath tube to at least one of the left and right directions, and the outer shape is circular, and an insertion hole through which the tube body is inserted is formed in the center portion. The second seal is formed when the first seal is seen from the proximal end side of the tubular body. The outer shape is made into an oval shape or an elliptical shape so as to cover the region where the tubular body exists when the liquid in the region and the sheath tube is drawn and the tubular body is located at the lowermost portion in the sheath tube, The seal is characterized in that an insertion hole for inserting the tube body is formed at the same position as the insertion hole of the first seal when viewed from the proximal end side of the tube body.

この発明によれば、管体のセット位置が平面的に湾曲している場合に、第1のシール及び第2のシールの挿通孔が予め、鞘管の中心から左方あるいは右方にずれて配置されているため、管体挿入作業の際に、第1のシール及び第2のシールに管体から大きな荷重が加わることがなく、それら第1のシール及び第2のシールが損傷したり、あるいは管体を押圧移動させる管体移動手段に過大な負担がかかったりすることがない。
また、管体挿入作業完了の後、第1のシールを撤去すれば、もともと第2のシールは、管体の基端側からみて鞘管内の最下部に位置するときの管体の領域を覆うように長円形状または楕円形状に形成されているため、鞘管から液体を抜くときに、液体から浮力を受けなくなった管体が鞘管内の最下部に移動しようとした場合、第2のシールが管体の移動を阻止することがない。また、このとき、第2のシールに過度な荷重がかかることがなく、第2のシールから鞘管内の液体が漏れ出ることもない。
According to this invention, when the tube set position is curved in a plane, the insertion holes of the first seal and the second seal are shifted in advance to the left or right from the center of the sheath tube. Therefore, during the tube insertion operation, a large load is not applied to the first seal and the second seal from the tube, and the first seal and the second seal are damaged. Alternatively, an excessive burden is not applied to the tube moving means for pressing and moving the tube.
Further, if the first seal is removed after the tube insertion operation is completed, the second seal originally covers the region of the tube when it is located at the lowermost part in the sheath tube as viewed from the proximal end side of the tube. If the tube that is no longer subjected to buoyancy from the liquid attempts to move to the lowermost part in the sheath tube when the liquid is drawn from the sheath tube, the second seal is formed. Does not block the movement of the tube. At this time, an excessive load is not applied to the second seal, and the liquid in the sheath tube does not leak from the second seal.

本願の請求項2に係る浮力を利用した鞘管内への管体挿入装置では、前記第1のシールは、外形が円形状とされたシール押さえにより押さえられて固定され、前記第2のシールは、外形が長円形状または楕円形状のシール押さえにより押さえられて固定されていることを特徴とする。   In the tubular body insertion device into a sheath tube using buoyancy according to claim 2 of the present application, the first seal is pressed and fixed by a seal presser having a circular outer shape, and the second seal is The outer shape is fixed by being pressed by an oval or elliptical seal presser.

本発明によれば、第1のシール及び第2のシールは、それぞれそれらシールと同形状のシール押さえによって固定されるため、それら第1のシール及び第2のシールが強固に固定されることとなり、そこから鞘管からの液が漏れ出るのを防止できる。   According to the present invention, since the first seal and the second seal are fixed by the seal pressers having the same shape as the seals, the first seal and the second seal are firmly fixed. The liquid from the sheath tube can be prevented from leaking from there.

本願の請求項3に係る浮力を利用した鞘管内への管体挿入装置は、前記管体の下面を移動可能に支持する下面支持ローラと、前記管体の外側面を移動可能に支持する側面支持ローラが備えられていることを特徴とする。   A tubular body insertion device into a sheath tube using buoyancy according to claim 3 of the present application includes a lower surface support roller that movably supports the lower surface of the tubular body, and a side surface that movably supports the outer surface of the tubular body. A support roller is provided.

本発明によれば、挿入しようとする管体の下面を下面支持ローラが支持し、同管体の外側面を側面支持ローラが支持するので、管体を鞘管内に挿入するとき、第1のシール及び第2のシールや鞘管に過度な荷重が加わることなく、また、管体を押圧移動させる管体移動手段の押圧負荷も軽減できる。   According to the present invention, the lower surface support roller supports the lower surface of the tubular body to be inserted, and the side surface support roller supports the outer surface of the tubular body. Therefore, when the tubular body is inserted into the sheath tube, the first An excessive load is not applied to the seal, the second seal, and the sheath tube, and the pressing load of the tube moving means for pressing and moving the tube can be reduced.

本願の請求項4に係る浮力を利用した鞘管内への管体挿入方法は、請求項1〜3のいずれかに記載の浮力を利用した鞘管内への管体挿入装置を用いて、前記鞘管内に前記管体を挿入する浮力を利用した鞘管内への管体挿入方法であって、前記管体を、前記鞘管の中心から少なくとも左右方向のいずれかにずれた位置から前記第1のシール及び第2のシールのそれぞれの挿通孔を挿通させて前記鞘管内に挿入する管体挿入工程と、前記第1のシールを撤去した後、前記鞘管から内部の液体を抜く抜液工程と、を備えることを特徴とする。   A tube insertion method into a sheath tube using buoyancy according to claim 4 of the present application uses the tube insertion device into a sheath tube using buoyancy according to any one of claims 1 to 3, A method of inserting a tube body into a sheath tube using buoyancy for inserting the tube body into a tube, wherein the tube body is moved from the center of the sheath tube at least in any of the left and right directions. A tube insertion step of inserting the respective insertion holes of the seal and the second seal into the sheath tube, and a draining step of removing the internal liquid from the sheath tube after removing the first seal; It is characterized by providing.

本発明によれば、管体を鞘管の中心から少なくとも左右方向のいずれかにずれた位置から鞘管内へ挿入するので、管体のスムーズな挿入が行える。また、挿入作業完了後の鞘管内の液体を抜くときに、予め第1のシールを撤去しているので、管体の鞘管内の最下部への移動をスムーズに行え、また、第2のシールを損傷することもない。   According to the present invention, since the tube body is inserted into the sheath tube from a position shifted at least in either the left-right direction from the center of the sheath tube, the tube body can be smoothly inserted. In addition, since the first seal is removed in advance when the liquid in the sheath tube after the completion of the insertion operation is removed, the tube can be smoothly moved to the lowermost portion in the sheath tube, and the second seal No damage.

本願の請求項1に係る浮力を利用した鞘管内への管体挿入装置では、管体挿入作業の際に、第1のシール及び第2のシールに管体から大きな荷重が加わることがなく、それら第1のシール及び第2のシールが損傷したり、あるいは管体を押圧移動させる管体移動手段に過大な負担がかかったりすることがない。また、管体挿入作業完了の後、鞘管から液体を抜くときに、管体の鞘管内の最下部への移動をスムーズに行え、また、第2のシールを損傷することもない。   In the tubular body insertion device into the sheath pipe using buoyancy according to claim 1 of the present application, a large load is not applied from the tubular body to the first seal and the second seal during the tubular body insertion work, The first seal and the second seal are not damaged, or an excessive load is not applied to the tube moving means for pressing and moving the tube. Further, when the liquid is drained from the sheath after completion of the tube insertion operation, the tube can be smoothly moved to the lowermost portion in the sheath, and the second seal is not damaged.

本願の請求項2に係る浮力を利用した鞘管内への管体挿入装置では、第1のシール及び第2のシールを強固に固定することができ、そこから鞘管内の液体が漏れ出るのを防止できる。   In the tubular body insertion device into the sheath tube using buoyancy according to claim 2 of the present application, the first seal and the second seal can be firmly fixed, and the liquid in the sheath tube leaks from there. Can be prevented.

本願の請求項3に係る浮力を利用した鞘管内への管体挿入装置では、管体を鞘管内に挿入するとき、側面支持ローラ及び下面支持ローラが荷重反力を受けるので、第1のシール及び第2のシールや鞘管に過度な荷重が加わることなく、また、管体を押圧移動させる管体移動手段の押圧負荷も軽減できる。   In the tubular body inserting device into a sheath tube using buoyancy according to claim 3 of the present application, when the tubular body is inserted into the sheath tube, the side surface support roller and the bottom surface support roller receive a load reaction force, so the first seal In addition, an excessive load is not applied to the second seal or the sheath tube, and the pressing load of the tube moving means for pressing and moving the tube can be reduced.

本願の請求項4に係る浮力を利用した鞘管内への管体挿入方法では、前述した請求項1〜3に係る発明と同様の効果を奏する。   In the tubular body insertion method using the buoyancy according to claim 4 of the present application, the same effects as those of the inventions according to claims 1 to 3 described above are achieved.

本発明の浮力を利用した鞘管内への管体挿入装置の実施形態の要部断面図である。It is principal part sectional drawing of embodiment of the pipe body insertion apparatus in the sheath pipe using the buoyancy of this invention. 図1のII矢視図である。It is II arrow directional view of FIG. 鞘管接続フランジの正面図である。It is a front view of a sheath pipe connection flange. 鞘管接続フランジの側面図である。It is a side view of a sheath pipe connection flange. 第2のシールの正面図である。It is a front view of the 2nd seal. 第2のシールを押さえる押さえフランジの正面図である。It is a front view of a pressing flange that holds the second seal. 止水部本体の正面図である。It is a front view of a water stop part main body. 止水部本体の側面図である。It is a side view of a water stop part main body. 第1のシールの正面図である。It is a front view of the 1st seal. 第1のシールを押さえる押さえフランジの正面図である。It is a front view of a pressing flange for pressing the first seal. 管体位置決め治具の正面図である。It is a front view of a pipe body positioning jig. 管体位置決め治具の側面図である。It is a side view of a pipe body positioning jig. 側面支持部の正面図である。It is a front view of a side support part. 側面支持部の側面図である。It is a side view of a side support part. 従来の浮力を利用した鞘管内への管体挿入装置を示す一部を断面した側面図である。It is the side view which carried out the cross section which showed a part which shows the tubular body insertion apparatus in the sheath pipe | tube using the conventional buoyancy. 図15のXVI矢視図である。It is a XVI arrow line view of FIG.

本発明の実施形態について図1〜図14を参照して説明する。
これらの図では、発進立坑と到達立坑にわたって埋設される鞘管の両端の止水部のうちの発進立坑側の止水部の詳細を表しており、到達立坑の止水部及び管体の基端側を押圧移動させる走行架台や鞘管内の液面を調整する液面調整手段については背景技術で説明したものと同様の構成であるので、ここではそれらについての説明は省略する。
図1は本発明の浮力を利用した鞘管内への管体挿入装置の実施形態の要部断面図、図2は図1のII矢視図である。
An embodiment of the present invention will be described with reference to FIGS.
In these figures, the details of the water stop portions on the start shaft side of the water stop portions at both ends of the sheath pipe buried between the start shaft and the reach shaft are shown. Since the traveling platform for pressing and moving the end side and the liquid level adjusting means for adjusting the liquid level in the sheath tube are the same as those described in the background art, description thereof will be omitted here.
FIG. 1 is a cross-sectional view of an essential part of an embodiment of a tube body inserting device into a sheath tube using buoyancy of the present invention, and FIG.

図1、2において、符号1は鞘管、符号2は敷設の対象となる管体を示す。鞘管1は、管体2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、予め発進立坑と到達立坑にわたって地中に埋設されるものであり、管体の外側に設ける外管のほか、老朽化した既設管も含まれる。管体2の外側にはスペーサ2Aが、管体2の長さ方向に沿って所定間隔置きに取り付けられている。
鞘管の発進立坑側の開口端の止水部には、管体挿入作業の際に、鞘管1と前記管体2との間を液密に封止する、弾性変形可能な第1のシール3と第2のシール4が、前記管体2の基端側から先端側に向けて互いに間隔をあけて設けられている。図1において、左側が管体2の基端側、右側が管体2の先端側である。これらシール3,4については、後ほど詳しく説明する。
1 and 2, reference numeral 1 denotes a sheath pipe, and reference numeral 2 denotes a pipe body to be laid. The sheath tube 1 is buried in advance in the ground over the start shaft and the reach shaft in order to prevent damage to the anticorrosion coating when the tube body 2 is installed and to protect the tube body after installation. In addition to the outer pipes to be installed, the existing pipes that have deteriorated are also included. Spacers 2 </ b> A are attached to the outside of the tube body 2 at predetermined intervals along the length direction of the tube body 2.
In the water stop part at the opening end of the start-up shaft side of the sheath pipe, a first elastically deformable seal that seals between the sheath pipe 1 and the pipe body 2 in a liquid-tight manner when inserting the pipe body. The seal 3 and the second seal 4 are provided at a distance from each other from the proximal end side to the distal end side of the tube body 2. In FIG. 1, the left side is the proximal end side of the tube body 2, and the right side is the distal end side of the tube body 2. These seals 3 and 4 will be described in detail later.

鞘管1の発進立坑側の開口端には鞘管接続フランジ6が、鞘管1に対して液密に保持された状態で取り付けられている。図3は鞘管接続フランジの正面図、図4は鞘管接続フランジの側面図である。これらの図に示すように、鞘管接続フランジ6は、鞘管側に配置され、鞘管1とほぼ同一径とされて上部が切り欠かれるとともに中央部が切り欠かれた略半円状の鞘管側接続板部7と、止水部本体10側に配置され、外形が第2のシール4と同様の長円形状とされ中央が切りかかれた止水部本体側接続板部8と、それら両接続板部7、8の間に配された断面円弧状の連結板部9を有する。連結板部9の下部には排液部9Aが設けられ、鞘管側接続板部7、止水部本体側接続板部8及び連結板部9によって囲まれた空間に液体が溜まった場合に、この排液部9Aを介して外部へ液体を排出できるようになっている。   A sheath tube connection flange 6 is attached to the opening end of the sheath tube 1 on the start shaft side in a state of being liquid-tightly held with respect to the sheath tube 1. FIG. 3 is a front view of the sheath tube connection flange, and FIG. 4 is a side view of the sheath tube connection flange. As shown in these drawings, the sheath tube connection flange 6 is disposed on the sheath tube side, is substantially the same diameter as the sheath tube 1, has a substantially semicircular shape in which the upper part is notched and the center part is notched. A water stop main body side connection plate portion 8 disposed on the sheath tube side connection plate portion 7 and the water stop portion main body 10 side, the outer shape of which is the same oval shape as the second seal 4 and the center is cut off, A connecting plate portion 9 having an arcuate cross section disposed between the connecting plate portions 7 and 8 is provided. When the drainage part 9A is provided in the lower part of the connection plate part 9, and liquid accumulates in the space surrounded by the sheath tube side connection plate part 7, the water stop part main body side connection plate part 8 and the connection plate part 9. The liquid can be discharged to the outside through the drainage part 9A.

鞘管接続フランジ6の止水部本体側接続板部8には第2のシール4が、鞘管1とは逆側から、シール上部を止水部本体10の一方のフランジ11に押圧されて、また、シール下部を止水部本体10とは別体とされた押さえフランジ10Aによって押圧されて固定されている。   The second seal 4 is pressed on the water stop main body side connection plate portion 8 of the sheath pipe connection flange 6, and the upper part of the seal is pressed against one flange 11 of the water stop main body 10 from the side opposite to the sheath pipe 1. Moreover, the lower part of the seal is pressed and fixed by a pressing flange 10 </ b> A that is a separate body from the water stop main body 10.

図5は第2のシール4の正面図である。図5に示すように第2のシール4は、外形を長円形状に形成され、上部中央には管体2を挿通させるための挿通孔4Aが形成されている。第2のシール4は、適宜弾性変形可能な材料、例えばゴム板から作られる。これは、後述する第1のシール3も同様である。
図6は第2のシール4を押さえる押さえフランジ10Aの正面図である。図6に示すように、押さえフランジ10Aは、止水部本体側接続板部8において止水部本体10のフランジ11で押圧できない部分(重ならない部分)を覆うものであり、略リング状の斜め上半分が切り欠かれた形状になっている。
つまり、第2のシール4は、協働するフランジ11及び押さえフランジ10Aの両シール押さえによりその外周部を押圧されて、鞘管接続フランジ6と止水部本体10の間に挟まれた状態で固定される。
FIG. 5 is a front view of the second seal 4. As shown in FIG. 5, the second seal 4 is formed in an oval outer shape, and an insertion hole 4 </ b> A for inserting the tube body 2 is formed in the upper center. The second seal 4 is made of an appropriately elastically deformable material such as a rubber plate. The same applies to the first seal 3 described later.
FIG. 6 is a front view of a holding flange 10 </ b> A that holds down the second seal 4. As shown in FIG. 6, the holding flange 10 </ b> A covers a portion (a portion that does not overlap) that cannot be pressed by the flange 11 of the water stop main body 10 in the water stop main body side connection plate portion 8. The upper half is cut out.
That is, the outer periphery of the second seal 4 is pressed by the seal presses of the cooperating flange 11 and the pressing flange 10A, and is sandwiched between the sheath tube connection flange 6 and the water stop main body 10. Fixed.

図7は止水部本体10の正面図、図8は止水部本体10の側面図である。これらの図に示すように、止水部本体10は、鞘管接続フランジ6側に配置され、スペーサ2Aの外形よりも若干大きい径とされたリング状のフランジ11と、鞘管接続フランジ6側とは逆側に配置され、前記一方のフランジ11と同一形状とされたフランジ12と、これら両フランジ11,12の配された断面リング状の連結板部13を有する。連結板部13には排液部13Aが設けられ、フランジ11、12及び連結板部13によって囲まれた空間に液が溜まった場合、この排液部13Aを介して外部へ液が排出できるようになっている。なお、連結板部13の上部は開放されている。   FIG. 7 is a front view of the water stop body 10, and FIG. 8 is a side view of the water stop body 10. As shown in these drawings, the water stop main body 10 is disposed on the sheath tube connection flange 6 side, and has a ring-shaped flange 11 having a diameter slightly larger than the outer shape of the spacer 2A, and the sheath tube connection flange 6 side. And a flange 12 having the same shape as the one flange 11 and a connecting plate portion 13 having a ring-shaped cross section in which both the flanges 11 and 12 are arranged. The connecting plate portion 13 is provided with a drainage portion 13A. When the liquid is accumulated in the space surrounded by the flanges 11 and 12 and the connecting plate portion 13, the liquid can be discharged to the outside through the drainage portion 13A. It has become. In addition, the upper part of the connection board part 13 is open | released.

止水部本体10の他方のフランジ12には、前記第1のシール3が鞘管接続フランジ6とは逆側から、押さえフランジ14によって押圧されて固定されている(図9、図10参照)。
図9は第1のシール3の正面図である。図9に示すように第1のシール3は、外形を円形状に形成され、上部中央には管体2を挿通させるための挿通孔3Aが形成されている。
ここで、第1のシール3は、図2にも示すように、鞘管1の内側であってかつ鞘管1の中心から左右方向の一方(図2では左方)にずれた位置に配置されている。一方、第2のシール4は、管体2の基端側からみて(図1における左側からみて)第1のシール3が存する領域(領域の中心を図中Caで示す)と鞘管1内の液体が抜かれて管体2が鞘管1内の最下部に位置するときに該管体2が存する領域(領域の中心をCbで示す)とを覆うように、外形を長円形状とされている(図5参照)。
また、第2のシール4の挿通孔4Aは、管体2の基端側からみて第1のシール3の挿通孔3Aと同じ位置に形成されている。
The first seal 3 is pressed and fixed to the other flange 12 of the water stop main body 10 by a pressing flange 14 from the side opposite to the sheath tube connecting flange 6 (see FIGS. 9 and 10). .
FIG. 9 is a front view of the first seal 3. As shown in FIG. 9, the first seal 3 has a circular outer shape, and an insertion hole 3 </ b> A for inserting the tube body 2 is formed in the upper center.
Here, as shown in FIG. 2, the first seal 3 is arranged inside the sheath tube 1 and at a position shifted from the center of the sheath tube 1 to one side in the left-right direction (leftward in FIG. 2). Has been. On the other hand, the second seal 4 has a region where the first seal 3 exists (as viewed from the left side in FIG. 1) as viewed from the proximal end side of the tube body 2 (the center of the region is indicated by Ca in the figure) and the inside of the sheath tube 1. The outer shape of the tube 2 is made oval so as to cover the region where the tube 2 is present (the center of the region is indicated by Cb) when the tube 2 is drained and the tube 2 is positioned at the lowermost part in the sheath tube 1. (See FIG. 5).
Further, the insertion hole 4 </ b> A of the second seal 4 is formed at the same position as the insertion hole 3 </ b> A of the first seal 3 when viewed from the proximal end side of the tube body 2.

第1のシール3の外方、すなわち管体2の基端側には、管体2の下面を移動可能に支持するとともに管体の位置決めを行う管体位置決め治具15が設けられている。
図11は管体位置決め治具15の正面図、図12は管体位置決め治具15の側面図である。管体位置決め治具15は止水部本体10のフランジ12に支持されている。なお、管体位置決め治具15は、走行架台あるいは鞘管から延びるステーによって支持されてもよい。図11、図12に示すように、管体位置決め治具15は、左右のネジ機構16A、16Bによって、高さ並びに傾きが調整可能な支持台17上に、管体2の下面を移動可能に支持する下面支持ローラ18A、18Bが適宜間隔をあけて互いに上部が接近するように傾斜角を有して取り付けられた構成になっている。
On the outside of the first seal 3, that is, on the base end side of the tube body 2, a tube body positioning jig 15 that supports the lower surface of the tube body 2 so as to be movable and positions the tube body is provided.
FIG. 11 is a front view of the tube positioning jig 15, and FIG. 12 is a side view of the tube positioning jig 15. The tube positioning jig 15 is supported by the flange 12 of the water stop main body 10. The tube positioning jig 15 may be supported by a stay extending from the traveling frame or the sheath tube. As shown in FIGS. 11 and 12, the tube body positioning jig 15 can move the lower surface of the tube body 2 on the support base 17 whose height and inclination can be adjusted by the left and right screw mechanisms 16A and 16B. The lower surface support rollers 18A and 18B to be supported are attached with an inclination angle so that the upper portions approach each other at an appropriate interval.

また、第1のシール3の外方には、管体2の外側面を移動可能に支持する側面支持部19が上下に適宜間隔をあけて、止水部本体10のフランジ12に取り付けられている。図13は側面支持部19の正面図、図14は側面支持部19の側面図である。これらの図に示すように側面支持部19は、前記フランジ12に取り付けられたローラ支持台20に、管体2の外側面を移動可能に支持する側面支持ローラ21が支持された構成になっている。   Further, outside the first seal 3, a side surface support portion 19 that movably supports the outer surface of the tube body 2 is attached to the flange 12 of the water stop main body 10 at an appropriate interval in the vertical direction. Yes. FIG. 13 is a front view of the side support part 19, and FIG. 14 is a side view of the side support part 19. As shown in these drawings, the side surface support portion 19 has a configuration in which a side surface support roller 21 that movably supports the outer surface of the tube body 2 is supported on a roller support base 20 attached to the flange 12. Yes.

次に、前記構成の浮力を利用した鞘管内への管体挿入装置を用いた管体挿入方法について説明する。
まず、鞘管1の両端に止水部をそれぞれセットする。発進立坑側の開口端の止水部では、図1、図2に示すように、第1のシール3、第2のシール4を備えた止水部をセットする。そして、第1のシール3及び第2のシール4のそれぞれの挿通孔3A、4Aを挿通するように、敷設対象となる管体2をセットする。この状態で、鞘管1内に液体、例えば水を所定高さとなるまで注入する。
Next, a tube insertion method using the tube insertion device into the sheath tube using the buoyancy of the above configuration will be described.
First, the water stop portions are respectively set at both ends of the sheath tube 1. In the water stop part at the opening end on the start shaft side, as shown in FIGS. 1 and 2, the water stop part provided with the first seal 3 and the second seal 4 is set. Then, the pipe body 2 to be laid is set so as to be inserted through the insertion holes 3A and 4A of the first seal 3 and the second seal 4, respectively. In this state, a liquid such as water is poured into the sheath tube 1 until it reaches a predetermined height.

そして、走行架台等の管体移動手段(図示略)で、管体2の基端側を押圧移動させながら管体2を鞘管1内に挿入する。この作業は、管体2を継ぎ足しながら、管体2の先端が到達立坑側の止水部まで達するまで順次行う。
このとき、鞘管1内の水の浮力を利用して管体2を支持するので、鞘管1と管体2との摩擦が少なくなり、もって、管体2をスムーズに鞘管1内に挿入することできる。
Then, the tube body 2 is inserted into the sheath tube 1 while the base end side of the tube body 2 is pressed and moved by a tube body moving means (not shown) such as a traveling frame. This operation is sequentially performed until the tip of the tube body 2 reaches the water stop portion on the arrival shaft side while adding the tube body 2.
At this time, since the tube body 2 is supported by utilizing the buoyancy of water in the sheath tube 1, friction between the sheath tube 1 and the tube body 2 is reduced, so that the tube body 2 can be smoothly inserted into the sheath tube 1. Can be inserted.

また、管体2のセット位置が平面的に湾曲している場合に、第1のシール3及び第2のシール4の挿通孔3A、4Aを予め、鞘管1の中心から左方にずれて配置しているため、管体挿入作業の際に、第1のシール3及び第2のシール4に管体2から大きな荷重が加わることを回避することができる。このため、それら第1のシール3及び第2のシール4が損傷したり、あるいは管体2を押圧移動させる管体移動手段に過大な負担がかかったりすることがない。   Further, when the setting position of the tube body 2 is curved in a plane, the insertion holes 3A and 4A of the first seal 3 and the second seal 4 are shifted in advance to the left from the center of the sheath tube 1 in advance. Since it arrange | positions, it can avoid that a big load is added to the 1st seal | sticker 3 and the 2nd seal | sticker 4 from the pipe body 2 in the case of a pipe body insertion operation | work. Therefore, the first seal 3 and the second seal 4 are not damaged, or an excessive burden is not applied to the tube moving means for pressing and moving the tube 2.

加えて、この実施形態では、挿入しようとする管体2の下面を管体位置決め治具15によって移動可能に支持し、また、同管体2の外側面を側面支持部19によって移動可能に支持しているので、管体2を鞘管1内に挿入するとき、第1のシール3及び第2のシール4や鞘管1に、過度な荷重が加わるのをより一層回避できる。   In addition, in this embodiment, the lower surface of the tubular body 2 to be inserted is supported by the tubular body positioning jig 15 so as to be movable, and the outer surface of the tubular body 2 is supported by the side surface support portion 19 so as to be movable. Therefore, when the tube body 2 is inserted into the sheath tube 1, it is possible to further avoid applying an excessive load to the first seal 3, the second seal 4, and the sheath tube 1.

管体挿入作業が完了すると、管体位置決め治具15、側面支持部19、第1のシール3並びに止水部本体10を、それらを固定しているボルトを取り外すことで撤去する。このとき、第2のシール4が鞘管1と管体2との間を液密に保持するので、鞘管1内の水が発進立坑内に漏れ出ることはない。   When the tube body insertion operation is completed, the tube body positioning jig 15, the side surface support portion 19, the first seal 3, and the water stop portion main body 10 are removed by removing the bolts fixing them. At this time, since the second seal 4 holds the space between the sheath tube 1 and the tube body 2 in a liquid-tight manner, the water in the sheath tube 1 does not leak into the start shaft.

次に、鞘管1内の水を抜く。このとき、水から浮力を受けなくなった管体2が鞘管1内の最下部に移動しようとする。ここでは、第1のシール3及び止水部本体10を予め撤去しており、しかも、第2のシール4を、管体2の基端側からみて鞘管1内の最下部に位置するときの管体2の領域を覆うように長円形状に形成しているため、管体2の鞘管1内の最下部への移動を、第2のシール4が阻害することがない。つまり、管体2の鞘管1内の最下部へスムーズに移動させることができる。また、このとき、第2のシール4に過度な荷重がかかることがなく、第2のシール4が損傷してそこから鞘管1内に水が漏れ出といった事態も避けることができる。   Next, the water in the sheath tube 1 is drained. At this time, the tube body 2 that has not received buoyancy from water tends to move to the lowermost portion in the sheath tube 1. Here, when the 1st seal | sticker 3 and the water stop part main body 10 are removed previously, and the 2nd seal | sticker 4 is located in the lowest part in the sheath pipe | tube 1 seeing from the base end side of the pipe body 2. Therefore, the second seal 4 does not hinder the movement of the tube body 2 to the lowermost part in the sheath tube 1. That is, the tube body 2 can be smoothly moved to the lowermost portion in the sheath tube 1. At this time, an excessive load is not applied to the second seal 4, and it is possible to avoid a situation in which the second seal 4 is damaged and water leaks into the sheath tube 1 therefrom.

以上、本発明の実施形態について図面を参照して詳述したが、具体的な構成はこの実施形態に限られるものではなく、本発明の要旨を逸脱しない範囲の設計変更等も含まれる。
例えば、前記実施形態では、第1のシール3の外方に管体位置決め治具15及び側面支持部19を設けたが、敷設する管体2の平面的湾曲の曲率が小さく、管体挿入作業の際に止水部が受ける反力荷重が小さい場合には、これら管体位置決め治具15及び側面支持部19を設けなくても良い。
また、前記実施形態では、管体2の基端側から見て第1のシール3を鞘管1の中心から左方にずらしているが、これに限られることなく、敷設する管体2の平面的湾曲が逆方向に曲がる場合には、逆に右方にずらしてもよい。
また、実施形態では、管体2の基端側から見て第1のシール3の外周縁が鞘管1の内面にかかる程度まで左方にずらしているが、これに限られることなく、ずれ量はそれよりも小さな値でもよい。
また、管体2の湾曲が鉛直方向に沿う場合には、第1のシール3を鞘管1の中心か上下方向へずらしても良い。
また、前記実施形態では、第2のシール4を長円形状に形成しているが、これに限られることなく、楕円形状に形成しても良い。
As mentioned above, although embodiment of this invention was explained in full detail with reference to drawings, the concrete structure is not restricted to this embodiment, The design change etc. of the range which does not deviate from the summary of this invention are included.
For example, in the above-described embodiment, the tube body positioning jig 15 and the side surface support portion 19 are provided outside the first seal 3, but the curvature of the planar curve of the tube body 2 to be laid is small, and the tube body insertion work In this case, when the reaction load received by the water stop portion is small, the tube positioning jig 15 and the side surface support portion 19 need not be provided.
Moreover, in the said embodiment, although seeing from the base end side of the pipe body 2, the 1st seal | sticker 3 is shifted to the left from the center of the sheath pipe 1, However, It is not restricted to this, The pipe body 2 to lay If the planar curve bends in the opposite direction, it may be shifted to the right.
In the embodiment, the outer peripheral edge of the first seal 3 is shifted to the left as viewed from the proximal end side of the tube body 2 to the inner surface of the sheath tube 1, but the present invention is not limited to this. The amount may be a smaller value.
Moreover, when the curvature of the tube body 2 is along the vertical direction, the first seal 3 may be shifted in the vertical direction from the center of the sheath tube 1.
Moreover, in the said embodiment, although the 2nd seal | sticker 4 is formed in the ellipse shape, you may form in an ellipse shape, without being restricted to this.

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管体挿入装置及び管体挿入方法に関する。   The present invention relates to a tube insertion device and a tube insertion method for inserting a tube using a buoyancy force into a sheath tube buried in the ground.

1 鞘管
2 管体
2A スペーサ
3 第1のシール
4 第2のシール
4A 挿通孔
6 鞘管接続フランジ
10 止水部本体
11 フランジ11(シール押さえ)
12 押さえフランジ(シール押さえ)
14 押さえフランジ(シール押さえ)
15 管体位置決め治具
18A、18B 下面支持ローラ
19 側面支持部
21 側面支持ローラ
DESCRIPTION OF SYMBOLS 1 Sheath pipe 2 Tubing body 2A Spacer 3 1st seal 4 2nd seal 4A Insertion hole 6 Sheath pipe connection flange 10 Water stop body 11 Flange 11 (seal presser)
12 Holding flange (Seal holder)
14 Holding flange (Seal holder)
15 Tube positioning jigs 18A, 18B Lower surface support roller 19 Side surface support portion 21 Side surface support roller

Claims (4)

発進立坑と到達立坑にわたって埋設される鞘管の両端に止水部を設け、鞘管内に貯留した液体の浮力を利用して鞘管内に管体を挿入する浮力を利用した鞘管内への管体挿入装置であって、
前記鞘管の発進立坑側の開口端の止水部には前記鞘管と前記管体との間を液密に封止するともに弾性変形可能な第1のシールと第2のシールが、前記管体の基端側から先端側に向けて互いに間隔をあけて設けられ、
第1のシールは、前記鞘管の内側であってかつ前記鞘管の中心から少なくとも左右方向の一方にずれた位置に配置され、しかも、外形を円形状とされるとともに中央部には前記管体を挿通させる挿通孔が形成され、
第2のシールは、前記管体の基端側からみて前記第1のシールが存する領域と前記鞘管内の液体が抜かれて前記管体が前記鞘管内の最下部に位置するときに該管体が存する領域とを覆うように、外形を長円形状または楕円形状とされ、
前記第2のシールには、前記管体の基端側からみて第1のシールの挿通孔と同じ位置に、前記管体を挿通させる挿通孔が形成されてい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。
Tubing into the sheath tube using buoyancy that uses the buoyancy of the liquid stored in the sheath pipe to insert the tubular body into the sheath pipe using water buoyancy provided at both ends of the sheath pipe buried between the starting shaft and the reaching shaft An insertion device,
A first seal and a second seal that are liquid-tightly sealed and elastically deformed between the sheath tube and the tubular body at the water stop portion at the opening end on the start shaft side of the sheath tube, Provided with a space from the proximal end side to the distal end side of the tubular body,
The first seal is disposed inside the sheath tube and at a position shifted from the center of the sheath tube at least in one of the left and right directions, and has a circular outer shape and the tube at the center. An insertion hole is formed through which the body is inserted,
The second seal is formed when a region where the first seal exists and a liquid in the sheath tube are drained when the tube body is positioned at a lowermost portion in the sheath tube as viewed from the proximal end side of the tube body. The outer shape is an ellipse or an ellipse so as to cover the area where
Utilizing buoyancy, wherein the second seal has an insertion hole through which the tubular body is inserted at the same position as the insertion hole of the first seal when viewed from the proximal end side of the tubular body. A device for inserting a tube into a sheath tube.
前記第1のシールは、外形が円形状とされたシール押さえにより押さえられて固定され、
前記第2のシールは、外形が長円形状または楕円形状のシール押さえにより押さえられて固定されていることを特徴とする請求項1に記載の浮力を利用した鞘管内への管体挿入装置。
The first seal is pressed and fixed by a seal presser whose outer shape is circular,
The tubular body insertion device using a buoyancy according to claim 1, wherein the second seal is pressed and fixed by a seal presser having an oval or elliptical outer shape.
前記第1のシールの外方には、前記管体の下面を移動可能に支持する下面支持ローラと、前記管体の外側面を移動可能に支持する側面支持ローラが備えられていることを特徴とする請求項1または2に記載の浮力を利用した鞘管内への管体挿入装置。   Outside the first seal, a lower surface support roller for movably supporting the lower surface of the tube body and a side surface support roller for movably supporting the outer surface of the tube body are provided. An apparatus for inserting a tubular body into a sheath tube using buoyancy according to claim 1 or 2. 請求項1〜3のいずれかに記載の浮力を利用した鞘管内への管体挿入装置を用いて、前記鞘管内に前記管体を挿入する浮力を利用した鞘管内への管体挿入方法であって、
前記管体を、前記鞘管の中心から少なくとも左右方向のいずれかにずれた位置から前記第1のシール及び第2のシールのそれぞれの挿通孔を挿通させて前記鞘管内に挿入する管体挿入工程と、
前記第1のシールを撤去した後、前記鞘管から内部の液体を抜く抜液工程と、
を備え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方法。
A tube body insertion method into a sheath tube using buoyancy for inserting the tube body into the sheath tube using the tube body insertion device into the sheath tube using buoyancy according to any one of claims 1 to 3. There,
Tube insertion in which the tube is inserted into the sheath tube through the insertion holes of the first seal and the second seal from a position shifted from at least one of the left and right directions from the center of the sheath tube. Process,
After removing the first seal, a draining step of draining the liquid inside the sheath tube;
A tube insertion method into a sheath tube using buoyancy characterized by comprising:
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07256449A (en) * 1994-03-23 1995-10-09 Tokyo Gas Co Ltd Method for welding end of tube
US6003560A (en) * 1996-08-09 1999-12-21 Taisei Corporation Method for nesting multiple concentric pipes
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
JP2008082557A (en) * 2007-12-05 2008-04-10 Jfe Koken Corp Method of laying pipeline underground
JP2009198009A (en) * 2009-05-29 2009-09-03 Nippon Steel Engineering Co Ltd Device for inserting pipe body into sheath pipe using buoyancy

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07256449A (en) * 1994-03-23 1995-10-09 Tokyo Gas Co Ltd Method for welding end of tube
US6003560A (en) * 1996-08-09 1999-12-21 Taisei Corporation Method for nesting multiple concentric pipes
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
JP2008082557A (en) * 2007-12-05 2008-04-10 Jfe Koken Corp Method of laying pipeline underground
JP2009198009A (en) * 2009-05-29 2009-09-03 Nippon Steel Engineering Co Ltd Device for inserting pipe body into sheath pipe using buoyancy

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