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JP6216690B2 - Manufacturing method of new pipeline and pipe material - Google Patents
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JP6216690B2 - Manufacturing method of new pipeline and pipe material - Google Patents

Manufacturing method of new pipeline and pipe material Download PDF

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JP6216690B2
JP6216690B2 JP2014129008A JP2014129008A JP6216690B2 JP 6216690 B2 JP6216690 B2 JP 6216690B2 JP 2014129008 A JP2014129008 A JP 2014129008A JP 2014129008 A JP2014129008 A JP 2014129008A JP 6216690 B2 JP6216690 B2 JP 6216690B2
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outer tube
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pipeline
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JP2016008650A (en
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伸孝 藤井
伸孝 藤井
晋平 上村
晋平 上村
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日鉄住金パイプライン&エンジニアリング株式会社
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Description

本発明は、既設管路内に管材を挿入して新たな管路を構築するパイプインパイプ工法による新設管路の製造方法、及び、新設管路を構築する際に用いる管材に関する。   The present invention relates to a method for manufacturing a new pipeline by a pipe-in-pipe method for constructing a new pipeline by inserting a pipe material into an existing pipeline, and a pipe used for constructing a new pipeline.

従来から、上下水道管路や農業用水道管路等の既設管路が老朽化した場合、既設管路内に新しい管材を挿入、配置して新たな管路(新設管路)を形成するパイプインパイプ工法が知られている。このパイプインパイプ工法では、例えば特許文献1に記載された運搬台車を用いて、新設管路を構築するための管材を既設管路内へ運搬している。   Conventionally, when existing pipelines such as water and sewage pipelines and agricultural water pipelines have become obsolete, new pipes are inserted and placed in existing pipelines to form new pipelines (new pipelines). The in-pipe method is known. In this pipe-in-pipe construction method, for example, using a transport carriage described in Patent Document 1, a pipe material for constructing a new pipeline is conveyed into the existing pipeline.

また特許文献1に開示されているように、新設管路を構築するための管材として、巻き込み鋼管が用いられる場合がある。このような巻き込み鋼管を用いることで通常の鋼管に比べて運搬時の外径を小さくすることができるため、通常の鋼管に比べて長さ寸法が大きくても既設管路の屈曲部を通過することが可能となり、新設管路に用いる管材の本数を削減することが可能である。   In addition, as disclosed in Patent Document 1, an entrained steel pipe may be used as a pipe material for constructing a new pipeline. By using such an entrained steel pipe, the outer diameter during transportation can be made smaller than that of a normal steel pipe. Therefore, even if the length dimension is larger than that of a normal steel pipe, it passes through the bent portion of the existing pipe line. It is possible to reduce the number of pipes used for the newly installed pipeline.

実開平03−55338号公報Japanese Utility Model Publication No. 03-55338

しかしながら、特許文献1に開示された運搬方法では、新しい管材を一本ずつ運搬するため運搬効率が悪く、新しい管材として巻き込み鋼管を用いたとしても、運搬工程がボトルネックとなり、新設管路の構築に時間を要する。また、運搬の効率を上げるために高度で複雑な運搬機器を用いることも考えられるが、このような機器が既設管路内で故障等した場合には運搬作業が中断する可能性があり、高度で複雑な運搬機器を使用することは考えにくい。   However, the transportation method disclosed in Patent Document 1 is poor in transportation efficiency because it transports new pipe materials one by one, and even if a rolled steel pipe is used as a new pipe material, the transportation process becomes a bottleneck, and the construction of a new pipeline Takes time. In addition, it is conceivable to use sophisticated and complicated transportation equipment to improve transportation efficiency, but if such equipment breaks down in the existing pipeline, transportation work may be interrupted. It is difficult to use complicated and complicated equipment.

本発明は、上述した事情に鑑みてなされたものであって、簡易な手法で、効率よく新設管路の構築が可能な新設管路の製造方法、及び、新設管路の構築に用いる管材を提供する。   The present invention has been made in view of the above-described circumstances, and a manufacturing method of a new pipeline capable of efficiently constructing a new pipeline and a pipe used for constructing the new pipeline by a simple method. provide.

本発明は、上記課題を解決するために、以下の手段を採用する。
即ち、本発明の一の態様に係る新設管路の製造方法は、既設管路内に管材を挿入して、該既設管路内に新設管路を構築するパイプインパイプ工法による新設管路の製造方法であって、周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管である内管を、外管の内側に挿入することでこれら外管及び内管から構成される前記管材を準備する管材準備工程と、前記既設管路の内側に前記管材を挿入する管材挿入工程と、前記既設管路の内側で、前記外管から前記内管を取り出す取出し工程と、前記外管から取り出された前記内管の未接合の部分の接合を行う接合工程と、前記外管と前記内管とを各々の軸線が一致するように突き合わせて、周方向接合を行う突き合わせ接合工程と、を含むことを特徴とする。
The present invention employs the following means in order to solve the above problems.
That is, the manufacturing method of a new pipeline according to one aspect of the present invention includes a pipe-in-pipe method for inserting a pipe material into an existing pipeline and constructing the new pipeline in the existing pipeline. In the manufacturing method, a part of the circumferential direction is unjoined, and an end portion on one side in the circumferential direction is unwound in the unjoined portion. A tube material preparing step for preparing the tube material composed of the outer tube and the inner tube by inserting the tube inside the outer tube, a tube material inserting step for inserting the tube material inside the existing pipe line, Inside the existing pipe line, a step of taking out the inner pipe from the outer pipe, a joining step of joining an unjoined portion of the inner pipe taken out from the outer pipe, the outer pipe and the inner pipe Butt joints that perform circumferential joining by matching each other so that their axes coincide Characterized in that it comprises a degree, the.

このような新設管路の製造方法によると、外管の内側に巻き込み管である内管を挿入した状態で既設管路内に挿入することができる。従って、特別な運搬装置等を用いることなく、外管の内側に内管を挿入するのみで、外管と内管とを同時に既設管路内に運搬、挿入することができ、外管と内管とを個別に既設管路内に挿入していく場合と比較して管材の運搬に要する手間を削減することができる。さらに、内管には巻き込み管を用いているため、外管の内側に、多重に外管と同径の内管を挿入したものを新設管路用の管材とすることも可能であり、この場合には、運搬に要する手間をさらに削減することができる。   According to such a method for manufacturing a new pipe, it is possible to insert the inner pipe as an entrainment pipe inside the outer pipe in the existing pipe. Therefore, the outer tube and the inner tube can be simultaneously transported and inserted into the existing pipe line by simply inserting the inner tube inside the outer tube without using a special transport device. Compared with the case where the pipes are individually inserted into the existing pipelines, it is possible to reduce the labor required for transporting the pipe materials. Furthermore, since the entrainment pipe is used as the inner pipe, it is possible to use a pipe material for a newly installed pipe that has multiple inner pipes with the same diameter as the outer pipe inside the outer pipe. In this case, the labor required for transportation can be further reduced.

また、前記管材準備工程では、前記外管として、周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管を用いてもよい。   In the pipe preparation step, as the outer pipe, a part of the circumferential direction is unjoined, and an edge part on one side in the circumferential direction is wound inside the edge part on the other side in the unjoined part. You may use the entrainment pipe | tube which becomes.

このように、外管も巻き込み管とすることで内管との製品の共通化を図ることができる。また外管及び内管での接合工程を共通化でき、工程の短縮につながる。   In this way, the outer tube is also a winding tube, so that the product can be shared with the inner tube. In addition, the joint process for the outer tube and the inner tube can be made common, leading to shortening of the process.

また、前記管材準備工程では、前記外管として前記未接合の部分の内面が無塗装面となった前記巻き込み管を用い、前記内管として外面が塗装面となった前記巻き込み管を用い、前記無塗装面上に前記外管の軸線方向に延びる帯状部材を配し、該帯状部材に前記内管を載置することで前記管材を準備してもよい。   Further, in the tube material preparation step, using the entrainment tube in which the inner surface of the unjoined portion is an unpainted surface as the outer tube, and using the entrainment tube in which the outer surface is a painted surface as the inner tube, The tube material may be prepared by arranging a strip-shaped member extending in the axial direction of the outer tube on an unpainted surface and placing the inner tube on the strip-shaped member.

このように巻き込み管では、最終的に、巻き込まれた未接合の部分の接合を行う必要があるため、この未接合の部分の内面は無塗装となっている場合がある。従って、内管を外管に挿入した際に、外管の無塗装面に内管の塗装面が接触すると、内管の塗装が剥離してしまう可能性がある。そこで、内管を載置する帯状部材を設けることで、外管の無塗装の面と内管の塗装面とが直接接触することが無くなり、運搬時の内管の塗装の剥離を抑制することができる。   Thus, in the entrainment tube, since it is necessary to finally join the unjoined portion that has been involved, the inner surface of the unjoined portion may be unpainted. Therefore, when the inner tube is inserted into the outer tube, if the painted surface of the inner tube comes into contact with the unpainted surface of the outer tube, the coating of the inner tube may be peeled off. Therefore, by providing a belt-like member on which the inner pipe is placed, there is no direct contact between the unpainted surface of the outer pipe and the painted surface of the inner pipe, thereby suppressing peeling of the inner pipe during transportation. Can do.

また、前記管材準備工程では、前記管材として、前記外管と前記内管との間に緩衝部材を設けたものを準備してもよい。   Moreover, in the said pipe material preparation process, you may prepare what provided the buffer member between the said outer tube and the said inner tube as said pipe material.

このような緩衝部材を設けることで、外管と内管とが直接接触してしまうことがなくなり、外管と内管との間に隙間なく緩衝部材を設けることで管材運搬の際の外管と内管との相対変位を規制することができる。よって、運搬を容易にするとともに外管及び内管の傷つきを抑制することができる。   By providing such a buffer member, the outer tube and the inner tube are not directly in contact with each other, and by providing the buffer member without a gap between the outer tube and the inner tube, the outer tube at the time of transporting the pipe material And the relative displacement between the inner tube and the inner tube can be restricted. Therefore, transportation can be facilitated and damage to the outer tube and the inner tube can be suppressed.

また、前記管材準備工程では、前記管材として、前記外管の軸線方向の寸法よりも、前記内管の軸線方向の寸法の方が小さくなっているものを準備してもよい。   Moreover, in the said pipe material preparation process, you may prepare as the said pipe material that the dimension of the axial direction of the said inner pipe is smaller than the dimension of the axial direction of the said outer pipe.

このように内管の方が外管よりも軸線方向の寸法を小さくすることで、内管が外管に収容されることになる。このため、仮に既設管路に段差等が存在する場合であっても、管材の運搬時に内管がこのような段差に引っ掛かり、運搬作業に支障が出てしまうことを抑制できる。   In this way, the inner tube is accommodated in the outer tube by making the axial dimension of the inner tube smaller than that of the outer tube. For this reason, even if there is a step or the like in the existing pipe line, it is possible to prevent the inner pipe from being caught by such a step during the transportation of the pipe material and hindering the transportation work.

本発明の一の態様に係る管材は、既設管路内に挿入されて、該既設管路内に新設管路を構築するパイプインパイプ工法に用いる管材であって、周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管である内管と、前記内管を内側に収容した外管と、を備えることを特徴とする。   A pipe material according to one aspect of the present invention is a pipe material used in a pipe-in-pipe method that is inserted into an existing pipe line and constructs a new pipe line in the existing pipe line, and part of the circumferential direction is not yet formed. An inner tube that is a joining tube and is an entrained tube in which an edge portion on one side in the circumferential direction is wound inside an end edge portion on the other side in an unjoined portion, and an outer tube that houses the inner tube inside And.

このように管材は外管の内側に内管を挿入した構成であるため、特別な運搬装置等を用いることなく外管と内管とを同時に既設管路内に運搬、挿入することができる。よって、外管と内管とを個別に既設管路内に挿入していく場合と比較して管材の運搬に要する手間を削減することができる。さらに、内管には巻き込み管を用いているため、外管の内側に、多重に外管と同径の内管を挿入することも可能であり、この場合には、運搬に要する手間をさらに削減することができる。   Thus, since the pipe material has a configuration in which the inner pipe is inserted inside the outer pipe, the outer pipe and the inner pipe can be simultaneously transported and inserted into the existing pipeline without using a special transport device or the like. Therefore, compared with the case where the outer pipe and the inner pipe are individually inserted into the existing pipe line, the labor required for transporting the pipe material can be reduced. Furthermore, since the entrainment tube is used as the inner tube, it is possible to insert multiple inner tubes having the same diameter as the outer tube inside the outer tube. Can be reduced.

また、前記外管は、周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管であってもよい。   The outer tube is a winding tube in which a part in the circumferential direction is unjoined, and an end edge part on one side in the circumferential direction is wound inside the end edge part on the other side in the unjoined part. May be.

このように外管も巻き込み管とすることで、内管との製品の共通化を図ることができる。また、外管及び内管の各々の未接合の部分を接合する工程を共通化でき、新設管路の製造効率をさらに向上することができる。   In this way, by using the outer tube as the entrainment tube, the product can be shared with the inner tube. Moreover, the process of joining the unjoined portions of the outer pipe and the inner pipe can be made common, and the production efficiency of the newly installed pipe can be further improved.

また、上記の管材では、前記外管は、前記未接合の部分の内面が無塗装面となっており、前記内管は、外面が塗装面となっており、上記の管材は、前記無塗装面上に配されて前記外管の軸線方向に延びるとともに、前記内管を載置する帯状部材をさらに備えていてもよい。   Further, in the above pipe material, the inner surface of the unjoined portion of the outer pipe is a non-painted surface, the outer surface of the inner pipe is a painted surface, and the pipe material is the non-painted surface. It may be further provided with a belt-like member that is arranged on the surface and extends in the axial direction of the outer tube, and on which the inner tube is placed.

このように内管を載置する帯状部材を設けることで、外管の内面の無塗装面と内管の塗装面とが直接接触することが無くなり、運搬時の内管の塗装の剥離を抑制することができる。   By providing a belt-like member for placing the inner pipe in this way, the non-coated surface of the inner surface of the outer pipe and the painted surface of the inner pipe are not in direct contact, and the peeling of the inner pipe paint during transportation is suppressed. can do.

また、上記の管材は、前記外管と前記内管との間に設けられた緩衝部材をさらに備えていてもよい。   Moreover, said pipe | tube material may further be provided with the buffer member provided between the said outer tube | pipe and the said inner tube | pipe.

このような緩衝部材を設けることで、外管と内管とが直接接触してしまうことがなくなる。また、外管と内管との間に隙間なく緩衝部材を設けることで、管材の運搬時の外管と内管との相対変位を規制することができ、運搬を容易にするとともに外管及び内管の傷つきを抑制することができる。   By providing such a buffer member, the outer tube and the inner tube are not in direct contact with each other. In addition, by providing a buffer member between the outer tube and the inner tube without a gap, the relative displacement between the outer tube and the inner tube during the transportation of the tube material can be restricted, and the outer tube and Damage to the inner tube can be suppressed.

また、上記の管材は、前記外管の軸線方向の寸法よりも、前記内管の軸線方向の寸法の方が小さくなっていてもよい。   In addition, the pipe material may have a smaller dimension in the axial direction of the inner pipe than a dimension in the axial direction of the outer pipe.

このように内管の方が外管よりも軸線方向の寸法を小さくなっていることで、内管が外管に収容されることになる。このため、仮に既設管路に段差等が存在する場合であっても、運搬の際に内管がこのような段差に引っ掛かり、運搬作業に支障が出てしまうことを抑制できる。   Thus, the inner tube is accommodated in the outer tube because the inner tube has a smaller dimension in the axial direction than the outer tube. For this reason, even if there is a step or the like in the existing pipe line, it is possible to prevent the inner pipe from being caught by such a step during transportation and hindering the transportation work.

請求項1の新設管路の製造方法によると、外管の内側に内管を挿入した管材を用いることで、簡易な手法で、効率よく新設管路を構築できる。   According to the manufacturing method of the new pipe line of claim 1, the new pipe line can be efficiently constructed by a simple method by using the pipe material in which the inner pipe is inserted inside the outer pipe.

また、請求項2の新設管路の製造方法によると、さらに効率よく新設管路の構築が可能である。   In addition, according to the method for manufacturing a new pipeline of claim 2, it is possible to construct the new pipeline more efficiently.

また、請求項3の新設管路の製造方法によると、内管の塗装の剥離を抑えることで、塗装の補修等が不要となり、さらに効率よく新設管路を構築することができる。   Moreover, according to the manufacturing method of the new pipeline of Claim 3, the coating repair etc. become unnecessary by suppressing peeling of the coating of an inner pipe, and it can construct a new pipeline more efficiently.

また、請求項4の新設管路の製造方法によると、外管及び内管の傷つきを抑制できることで、新設管路の信頼性を高めることができる。   Moreover, according to the manufacturing method of the newly established pipeline of claim 4, the reliability of the newly established pipeline can be enhanced by suppressing the damage of the outer tube and the inner tube.

また、請求項5の新設管路の製造方法によると、管材の運搬をさらに容易に行うことができる。   Moreover, according to the manufacturing method of the newly installed pipe line of Claim 5, a pipe material can be conveyed further easily.

また、請求項6の管材を用いることで、この管材は外管の内側に内管を挿入したものであるため、簡易な手法で、効率よく新設管路を構築できる。   Further, by using the pipe material of claim 6, since this pipe material is an inner pipe inserted inside the outer pipe, a new pipe line can be efficiently constructed by a simple method.

また、請求項7の管材を用いることで、さらに効率よく新設管路の構築が可能である。   Further, by using the pipe material according to claim 7, it is possible to construct a new pipeline more efficiently.

また、請求項8の管材を用いることで、管材の運搬時に、内管の塗装の剥離を抑えることで、塗装の補修等が不要となり、さらに効率よく新設管路を構築することができる。   Further, by using the pipe material according to claim 8, by suppressing the peeling of the coating of the inner pipe during the transportation of the pipe material, it is not necessary to repair the coating, and a new pipeline can be constructed more efficiently.

また、請求項9の管材を用いることで、管材の運搬時に、外管及び内管の傷つきを抑制できることで、新設管路の信頼性を高めることができる。   In addition, by using the pipe material according to the ninth aspect, it is possible to suppress the damage of the outer pipe and the inner pipe at the time of transporting the pipe material, thereby improving the reliability of the newly installed pipeline.

また、請求項10の管材を用いることで、管材の運搬をさらに容易に行うことができる。   Further, by using the pipe material according to claim 10, the pipe material can be transported more easily.

本発明の実施形態に係る新設管路の製造方法で新設管路が構築される際の、既設管路の内側の様子を示す断面図であって、(a)は管材の運搬中を示し、(b)は新設管路を構築中の様子を示す。It is sectional drawing which shows the mode of the inside of an existing pipeline when a new pipeline is constructed with the manufacturing method of a new pipeline concerning an embodiment of the present invention, and (a) shows conveyance of a pipe, (B) shows a state where a new pipeline is being constructed. 本発明の実施形態に係る新設管路の製造方法で用いられる管材を示す横断面図である。It is a cross-sectional view which shows the pipe material used with the manufacturing method of the newly installed pipeline which concerns on embodiment of this invention. 本発明の実施形態に係る新設管路の製造方法で用いられる管材を示す縦断面図である。It is a longitudinal cross-sectional view which shows the pipe material used with the manufacturing method of the newly installed pipeline which concerns on embodiment of this invention. 本発明の実施形態に係る新設管路の製造方法の工程を示すフロー図である。It is a flowchart which shows the process of the manufacturing method of the new pipeline which concerns on embodiment of this invention.

以下、本実施形態の新設管路200の製造方法について説明する。
図1に示すように、新設管路200の製造方法は、既設管路100内に新設管路200の材料となる管材1を挿入して、既設管路100内に新設管路200を構築するいわゆるパイプインパイプ工法によって新設管路200を構築する方法である。
既設管路100は、地中Uに埋設されて横方向(水平方向)に延びている。パイプインパイプ工法を実施する際には、この既設管路100に連通して既設管路100から地表面SFに向かって延びて表面SFに開口する立坑から、新設管路200を構築するための管材1を既設管路100内に挿入する。
Hereinafter, the manufacturing method of the newly installed pipeline 200 of this embodiment is demonstrated.
As shown in FIG. 1, in the manufacturing method of the new pipeline 200, the new pipeline 200 is constructed in the existing pipeline 100 by inserting the pipe material 1 as the material of the new pipeline 200 into the existing pipeline 100. This is a method of constructing a new pipeline 200 by a so-called pipe-in-pipe method.
The existing pipe line 100 is buried in the underground U and extends in the horizontal direction (horizontal direction). When implementing the pipe-in-pipe construction method, a new pipeline 200 is constructed from a vertical shaft that communicates with the existing pipeline 100 and extends from the existing pipeline 100 toward the ground surface SF and opens to the surface SF. The pipe material 1 is inserted into the existing pipe line 100.

ここで、新設管路200の製造方法に用いる管材1について説明する。
図2に示すように、管材1は、外管2と、外管2の内側に挿入されて外管2の内側に配された内管12と、外管2の下部の内面上に配されて内管12を載置可能とする帯状部材20と、外管2と内管12との間に設けられた緩衝部材21とを備えている。
外管2は、軸線O1を中心とした鋼管であって、周方向の一部が軸線O1の全域にわたって未接合であり、未接合の部分2aで周方向の一方側の端縁部3が他方側の端縁部4の内側に巻き込まれてなる巻き込み管となっている。
Here, the pipe material 1 used for the manufacturing method of the newly installed pipe line 200 is demonstrated.
As shown in FIG. 2, the tube material 1 is disposed on the outer tube 2, the inner tube 12 inserted inside the outer tube 2 and disposed inside the outer tube 2, and the inner surface of the lower portion of the outer tube 2. A belt-like member 20 on which the inner tube 12 can be placed, and a buffer member 21 provided between the outer tube 2 and the inner tube 12.
The outer pipe 2 is a steel pipe centered on the axis O1, and a part in the circumferential direction is unjoined over the entire area of the axis O1, and an end edge 3 on one side in the circumferential direction is the other side of the unjoined portion 2a. This is a winding tube that is wound inside the side edge 4 on the side.

外管2の外面5には塗装が施されており、塗装面6となっている。一方で、未接合の部分2aで巻き込みがなされている周方向の領域で、即ち、一方側の端縁部3と他方側の端縁部4とが重なる周方向の領域で、一方側の端縁部3及び他方側の端縁部4における内面7には塗装が施されず、無塗装面8となっている。未接合の部分2aで巻き込みがなされている周方向の領域以外の領域では、外面5と同様に内面7には塗装が施されている。   The outer surface 5 of the outer tube 2 is painted and becomes a painted surface 6. On the other hand, in the circumferential region where the unjoined portion 2a is entangled, that is, in the circumferential region where the one end edge 3 and the other end edge 4 overlap, the one end The inner surface 7 of the edge 3 and the edge 4 on the other side is not coated, and is a non-coated surface 8. In the region other than the region in the circumferential direction where the unjoined portion 2 a is entangled, the inner surface 7 is painted in the same manner as the outer surface 5.

本実施形態では、一方側の端縁部3の無塗装面8aの領域よりも他方側の端縁部4の無塗装面8bの領域の方が広く形成され、他方側の端縁部4の無塗装面8bが一方側の端縁部3の先端部分から周方向に離間する位置まで広がっている。   In the present embodiment, the region of the non-coating surface 8b of the other end edge 4 is formed wider than the region of the non-coating surface 8a of the end edge 3 on one side, and the end edge 4 of the other side is formed. The unpainted surface 8b extends from the tip end portion of the one end edge portion 3 to a position separated in the circumferential direction.

外管2の未接合の部分2aでは、周方向の一方側の端縁部3と他方側の端縁部4とが、例えば点付け溶接等によって固定されていることで、巻き込み管の状態が維持されている。   In the unjoined portion 2a of the outer pipe 2, the end edge 3 on one side and the end edge 4 on the other side in the circumferential direction are fixed by, for example, spot welding or the like, so that the state of the entrainment pipe is Maintained.

そしてこの外管2は、未接合の部分2aが接合されると、外径が既設管路100の内径と同等寸法の管形状となる。
接合には、例えばアーク溶接や摩擦撹拌接合が用いられる。
When the unjoined portion 2 a is joined, the outer pipe 2 has a pipe shape having an outer diameter equivalent to the inner diameter of the existing pipe line 100.
For joining, for example, arc welding or friction stir welding is used.

内管12は、外管2と同様に軸線O2を中心とした鋼管であって、巻き込み管となっている。また、外面15は塗装面16となっており、未接合の部分12aで巻き込みがなされている周方向の領域で内面17が無塗装面18となっている。未接合の部分12aで巻き込みがなされている周方向の領域以外の領域では、外面15と同様に内面17には塗装が施されている。   The inner pipe 12 is a steel pipe centering on the axis O2 like the outer pipe 2, and is a winding pipe. Further, the outer surface 15 is a painted surface 16, and the inner surface 17 is an unpainted surface 18 in a circumferential region where the unwrapped portion 12 a is wound. In the region other than the region in the circumferential direction in which the unjoined portion 12 a is wound, the inner surface 17 is painted in the same manner as the outer surface 15.

そして、内管12では、未接合の部分12aがアーク溶接や摩擦撹拌接合等によって接合されると、既設管路100の内径と同等寸法となり、外管2と同径の管形状となる。
一方で、未接合の部分12aを接合せず一方側の端縁部13が他方側の端縁部14に巻き込まれた状態では、内管12の方が外管2よりも巻き込み量、即ち、他方側の端縁部14が巻き込まれる周方向の長さ寸法が大きくなっている。
In the inner pipe 12, when the unjoined portion 12 a is joined by arc welding, friction stir welding, or the like, the inner pipe 12 has the same size as the inner diameter of the existing pipe line 100 and has the same diameter as the outer pipe 2.
On the other hand, in a state in which the unbonded portion 12a is not bonded and the end edge 13 on one side is wound around the end edge 14 on the other side, the inner tube 12 is more entangled than the outer tube 2, that is, The length dimension of the circumferential direction in which the edge part 14 of the other side is wound is large.

そして内管12及び外管2では、下部に未接合の部分2a、12aが位置するように配された状態で、内管12が外管2の内側に挿入されて配される。これにより、未接合の部分2a、12aが重ねられた状態で、二重管構造の管材1が形成されている。   In the inner tube 12 and the outer tube 2, the inner tube 12 is inserted and disposed inside the outer tube 2 with the unjoined portions 2 a and 12 a positioned at the lower portion. Thereby, the pipe material 1 of the double pipe structure is formed in a state where the unjoined portions 2a and 12a are overlapped.

さらに、図3に示すように、外管2の軸線O1方向の寸法よりも、内管12の軸線O2方向の寸法の方が小さくなっており、内管12が外管2の内側に挿入された状態では、内管12は軸線O1(O2)の方向に外管2から突出することがなく、外管2の内側に収容されている。   Further, as shown in FIG. 3, the dimension of the inner tube 12 in the axis O2 direction is smaller than the dimension of the outer tube 2 in the axis O1 direction, and the inner tube 12 is inserted inside the outer tube 2. In this state, the inner tube 12 does not protrude from the outer tube 2 in the direction of the axis O1 (O2) and is accommodated inside the outer tube 2.

帯状部材20は、外管2の無塗装面8、即ち、周方向の一方側の端縁部3上に配されて、外管2の軸線O1に沿って延びる例えば帯鋼などである。本実施形態では、この帯状部材20は、周方向に等間隔で互いに離間して配置され、外管2の軸線O1方向の全域にわたって延びている。そして、この帯状部材20の上には、内管12の未接合の部分12a、即ち、周方向の他方側の端縁部14が載置されている。   The band-shaped member 20 is, for example, a band steel that is disposed on the non-painted surface 8 of the outer tube 2, that is, the end edge 3 on one side in the circumferential direction and extends along the axis O <b> 1 of the outer tube 2. In the present embodiment, the belt-like members 20 are arranged at equal intervals in the circumferential direction and are spaced apart from each other, and extend over the entire area of the outer tube 2 in the axis O1 direction. An unjoined portion 12 a of the inner tube 12, that is, an end edge 14 on the other side in the circumferential direction is placed on the belt-like member 20.

さらに、図3に示すように、緩衝部材21は、内管12の軸線O2の方向の両端部の位置で、外管2と内管12との間の隙間を埋めるようにして挿入して設置された例えば樹脂等からなる部材である。
本実施形態では、この緩衝部材21は、外管2及び内管12における上部の1か所と、外管2及び内管12における高さ方向(上下方向)の真ん中の位置の2か所との、合計三か所で、互いに外管2及び内管12の周方向に離間して設けられている。
そして緩衝部材21の大きさは、外管2と内管12との間の隙間の大きさに応じて適宜調節可能である。
Further, as shown in FIG. 3, the buffer member 21 is inserted and installed so as to fill the gap between the outer tube 2 and the inner tube 12 at the positions of both end portions in the direction of the axis O <b> 2 of the inner tube 12. For example, a member made of resin or the like.
In the present embodiment, the buffer member 21 includes an upper portion of the outer tube 2 and the inner tube 12 and two middle positions in the height direction (vertical direction) of the outer tube 2 and the inner tube 12. The outer pipe 2 and the inner pipe 12 are spaced apart from each other in a total of three locations.
The size of the buffer member 21 can be adjusted as appropriate according to the size of the gap between the outer tube 2 and the inner tube 12.

次に、図4を参照して、新設管路200の製造方法の手順について説明する。
まず、管材準備工程S1を実行する。即ち、外管2における未接合の部分2aの内面上に帯状部材20を配置し、この帯状部材20の上を滑らせるようにして、内管12を外管2の軸線O1の方向の一方側から外管2の内側に挿入する。その後、外管2の軸線O1の両側から緩衝部材21を外管2と内管12との間に押し込む。このようにして管材1を準備する。
Next, with reference to FIG. 4, the procedure of the manufacturing method of the newly installed pipe line 200 is demonstrated.
First, the pipe material preparation step S1 is executed. That is, the belt-like member 20 is disposed on the inner surface of the unjoined portion 2a of the outer tube 2, and the inner tube 12 is slid on the belt-like member 20 so that the inner tube 12 is positioned on one side in the direction of the axis O1 of the outer tube 2. To the inside of the outer tube 2. Thereafter, the buffer member 21 is pushed between the outer tube 2 and the inner tube 12 from both sides of the axis O <b> 1 of the outer tube 2. In this way, the tube material 1 is prepared.

次に、管材挿入工程S2を実行する。即ち、図1(a)に示すように、管材準備工程S1で準備した管材1を、立坑を通じて既設管路100の内側に挿入する。なお、管材1は、外管2を下方から支持する運搬台車110によって、既設管路100内を走行可能となっている。運搬台車110は、不図示のワイヤー及びウィンチ等を用いることで走行するようになっていてもよいし、運搬台車110自体が動力源を備えていてもよい。   Next, the pipe material insertion step S2 is executed. That is, as shown to Fig.1 (a), the pipe material 1 prepared by pipe material preparation process S1 is inserted in the inside of the existing pipe line 100 through a shaft. The pipe material 1 can travel in the existing pipe line 100 by a transport carriage 110 that supports the outer pipe 2 from below. The transport cart 110 may travel by using a wire and a winch (not shown), or the transport cart 110 itself may include a power source.

その後、取出し工程S3を実行する。即ち、図1(b)に示すように、既設管路100内で管材1が所定の位置に配置された後、外管2から内管12を、帯状部材20の上を滑らせるようにして取出す。   Thereafter, an extraction step S3 is performed. That is, as shown in FIG. 1B, after the pipe material 1 is arranged at a predetermined position in the existing pipe line 100, the inner pipe 12 is slid on the belt-like member 20 from the outer pipe 2. Take out.

次に、接合工程S4を実行する。即ち、外管2における未接合の部分2aを接合し、また、内管12における未接合の部分12aを接合し、外管2及び内管12のそれぞれを管形状に形成する。   Next, joining process S4 is performed. That is, the unjoined portion 2a of the outer tube 2 is joined, and the unjoined portion 12a of the inner tube 12 is joined, so that each of the outer tube 2 and the inner tube 12 is formed into a tube shape.

そして、突き合わせ工程S5を実行する。即ち、外管2と内管12とを各々の軸線O1、O2同士が一致するように突き合わせ、周方向の接合を行う。   And matching process S5 is performed. That is, the outer tube 2 and the inner tube 12 are abutted so that the respective axes O1 and O2 coincide with each other, and circumferential joining is performed.

そして、立坑105からこのような二重管構造の管材1を順次、既設管路100内へ挿入し、各々の管材1について、上記の管材挿入工程S2、取出し工程S3、接合工程S4、突き合わせ工程S5を繰り返すとともに、管材1同士を突き合わせて周方向接合を行っていくことで、新設管路200を構築していく。   And the pipe material 1 of such a double pipe structure is sequentially inserted in the existing pipe line 100 from the shaft 105, and about each pipe material 1, said pipe material insertion process S2, extraction process S3, joining process S4, butting process While repeating S5, the pipe material 1 is faced | matched and circumferential direction joining is performed, and the newly installed pipeline 200 is constructed | assembled.

このような新設管路200の製造方法によると、既設管路100内に新設管路200を構築する際に、新設管路200の材料となる管材1、即ち、外管2の中に内管12を挿入したものを、既設管路100内に挿入していくことが可能である。よって、特別な運搬装置等を用いることなく外管2と内管12とを同時に既設管路100内に運搬、挿入することができる。従って、外管2と内管12とを個別に既設管路100内に挿入していく場合と比較して、管材1の運搬に要する手間を削減することができる。   According to such a manufacturing method of the new pipe 200, when the new pipe 200 is built in the existing pipe 100, the inner pipe is placed in the pipe material 1 that is the material of the new pipe 200, that is, the outer pipe 2. It is possible to insert the one inserted 12 into the existing pipe line 100. Therefore, the outer tube 2 and the inner tube 12 can be simultaneously transported and inserted into the existing conduit 100 without using a special transport device or the like. Therefore, compared with the case where the outer pipe 2 and the inner pipe 12 are individually inserted into the existing pipe line 100, the labor required for transporting the pipe material 1 can be reduced.

さらに、内管12には巻き込み管を用いているため、外管2の内側に、多重に外管2と同径の内管12を挿入することも可能である。このような場合には、運搬に要する手間をさらに削減することができる。   Furthermore, since the entrainment tube is used for the inner tube 12, it is possible to insert the inner tube 12 having the same diameter as that of the outer tube 2 inside the outer tube 2. In such a case, the labor required for transportation can be further reduced.

そして、本実施形態では、外管2にも巻き込み管を用いているため、外管2と内管12との製品の共通化を図ることができる。また、外管2及び内管12の各々の未接合の部分2a、12aを接合する接合工程S4での作業を共通化できる。新設管路200の製造効率をさらに向上することができる。   And in this embodiment, since the entrainment pipe | tube is used also for the outer tube | pipe 2, the common use of the product of the outer tube | pipe 2 and the inner tube | pipe 12 can be aimed at. Moreover, the operation | work in joining process S4 which joins the unjoined parts 2a and 12a of each of the outer tube 2 and the inner tube 12 can be made common. The production efficiency of the new pipeline 200 can be further improved.

また、管材1に帯状部材20を設けることで、外管2の内面7の無塗装面8と内管12の塗装面16とが直接接触することが無くなり、管材1の運搬時に内管12の塗装の剥離を抑制することができる。よって、塗装の補修等が不要となり、さらに効率よく新設管路200を構築することができる。   Moreover, by providing the strip-shaped member 20 on the tube material 1, the non-painted surface 8 of the inner surface 7 of the outer tube 2 and the painted surface 16 of the inner tube 12 are not in direct contact. The peeling of the paint can be suppressed. Therefore, painting repair or the like is not required, and the new pipeline 200 can be constructed more efficiently.

さらに、管材1に緩衝部材21を設けることで、外管2と内管12とが直接接触してしまうことを抑制することができる。また、外管2と内管12との間に隙間なく緩衝部材21を設けることで、管材1の運搬時の外管2と内管12との相対変位を規制することができ、運搬を容易にするとともに、外管2及び内管12の傷つきを抑制することができる。よって、新設管路200の製品としての信頼性を高めることができる。   Furthermore, by providing the buffer member 21 on the tube material 1, it is possible to suppress the outer tube 2 and the inner tube 12 from coming into direct contact. Further, by providing the buffer member 21 between the outer tube 2 and the inner tube 12 without any gap, the relative displacement between the outer tube 2 and the inner tube 12 during the transportation of the tube material 1 can be restricted, and the transportation is easy. In addition, the outer tube 2 and the inner tube 12 can be prevented from being damaged. Therefore, the reliability as a product of the newly installed pipeline 200 can be improved.

さらに、内管12の軸線O2方向の寸法の方が、外管2の軸線O1方向の寸法よりも小さくなっていることで、内管12が外管2に収容されることになる。このため、仮に既設管路100に段差等が存在する場合であっても、管材1の運搬時に内管12がこのような段差に引っ掛かり、管材1の運搬作業に支障が出てしまうことを抑制できる。よって、管材1の運搬をさらに容易に行うことができる。   Furthermore, the inner tube 12 is accommodated in the outer tube 2 because the size of the inner tube 12 in the direction of the axis O2 is smaller than the size of the outer tube 2 in the direction of the axis O1. For this reason, even if there is a step or the like in the existing pipe line 100, it is possible to prevent the inner pipe 12 from being caught by such a step when the pipe material 1 is transported and hindering the transport work of the pipe material 1 from occurring. it can. Therefore, the tube material 1 can be transported more easily.

本実施形態の新設管路200の製造方法によれば、外管2の内側に内管12を挿入した管材1を用いることで、簡易な手法で、効率よく新設管路200を構築できる。   According to the manufacturing method of the new pipe line 200 of the present embodiment, the new pipe line 200 can be efficiently constructed by a simple method by using the pipe material 1 in which the inner pipe 12 is inserted inside the outer pipe 2.

以上、本発明の新設管路の製造方法の実施形態について説明したが、本発明は上述の実施形態で示した構成に限定されるものではなく、本発明の趣旨を逸脱しない範囲で変更することができる。
例えば、外管2は必ずしも巻き込み管でなくともよく、通常の鋼管であってもよい。また、外管2及び内管12は鋼製である場合に限定されない。
As mentioned above, although embodiment of the manufacturing method of the newly established pipe line of this invention was described, this invention is not limited to the structure shown by the above-mentioned embodiment, It changes within the range which does not deviate from the meaning of this invention. Can do.
For example, the outer tube 2 does not necessarily have to be an entrainment tube, and may be a normal steel tube. Moreover, the outer tube 2 and the inner tube 12 are not limited to those made of steel.

また、帯状部材20は帯鋼でなくともよい。即ち、鋼材ではなく樹脂等の材料よりなるものであってもよく、材質は限定されない。また、帯状部材20は軸線O1の方向の全域にわたって延びるものでなくともよく、軸線O1の方向に間隔をあけて複数が設けられていてもよい。   Moreover, the strip | belt-shaped member 20 does not need to be a strip steel. That is, it may be made of a material such as resin instead of steel, and the material is not limited. Moreover, the strip | belt-shaped member 20 does not need to extend over the whole region of the direction of the axis O1, and a plurality may be provided at intervals in the direction of the axis O1.

また、管材1では、内管12が一つの場合に限られず、内管12の内側にさらに巻き込み管である内管12が多重に設けられていてもよい。この場合、一回の運搬で同時により多くの新設管路200の材料(外管2、内管12)を運搬することが可能であり、新設管路200の構築に必要な全ての材料の運搬に要する時間、即ち、管材挿入工程S2に要する時間の短縮が可能である。しかしながら、このように内管12を多重とした場合には、取出し工程S3に時間を要するため、管材挿入工程S2と取出し工程S3とでの工数を考慮して内管12の数量を決定することが好ましい。従って、上述の実施形態のように外管2の内側に一つのみの内管12が設けられたものでは、多重に内管12が設けられて場合に比べて取出し工程S3に時間を要しないため、この点においてメリットがあるといえる。   Moreover, in the pipe material 1, it is not restricted to the case where the number of the inner pipes 12 is one, and the inner pipes 12 that are further entrained pipes may be further provided inside the inner pipe 12. In this case, it is possible to transport more materials (the outer pipe 2 and the inner pipe 12) of the new pipe line 200 at the same time by one transport, and transport all materials necessary for the construction of the new pipe line 200. Can be shortened, that is, the time required for the tube material insertion step S2. However, when the inner pipes 12 are multiplexed in this way, the take-out process S3 takes time, so the number of the inner pipes 12 is determined in consideration of the man-hours in the pipe material insertion process S2 and the take-out process S3. Is preferred. Therefore, in the case where only one inner tube 12 is provided inside the outer tube 2 as in the above-described embodiment, the extraction step S3 does not take time compared to the case where multiple inner tubes 12 are provided. Therefore, it can be said that there is a merit in this respect.

1…管材
2…外管
2a…未接合の部分
3…一方側の端縁部
4…他方側の端縁部
5…外面
6…塗装面
7…内面
8…無塗装面
12…内管
12a…未接合の部分
13…一方側の端縁部
14…他方側の端縁部
15…外面
16…塗装面
17…内面
18…無塗装面
20…帯状部材
21…緩衝部材
100…既設管路
105…立坑
110…運搬台車
200…新設管路
U…地中
SF…地表面
O1…軸線
O2…軸線
S1…管材準備工程
S2…管材挿入工程
S3…取出し工程
S4…接合工程
S5…突き合わせ工程
DESCRIPTION OF SYMBOLS 1 ... Tube material 2 ... Outer tube 2a ... Unjoined part 3 ... One edge part 4 ... The other edge part 5 ... Outer surface 6 ... Painted surface 7 ... Inner surface 8 ... Unpainted surface 12 ... Inner tube 12a ... Unjoined portion 13 ... end edge 14 on one side ... edge 15 on the other side ... outer surface 16 ... painted surface 17 ... inner surface 18 ... unpainted surface 20 ... strip-shaped member 21 ... buffer member 100 ... existing pipe line 105 ... Shaft 110 ... Conveyor carriage 200 ... New pipeline U ... Ground SF ... Ground surface O1 ... Axis line O2 ... Axis line S1 ... Pipe material preparation step S2 ... Pipe material insertion step S3 ... Take out step S4 ... Join step S5 ... Matching step

Claims (10)

既設管路内に管材を挿入して、該既設管路内に新設管路を構築するパイプインパイプ工法による新設管路の製造方法であって、
周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管である内管を、外管の内側に挿入することでこれら外管及び内管から構成される前記管材を準備する管材準備工程と、
前記既設管路の内側に前記管材を挿入する管材挿入工程と、
前記既設管路の内側で、前記外管から前記内管を取り出す取出し工程と、
前記外管から取り出された前記内管の未接合の部分の接合を行う接合工程と、
前記外管と前記内管とを各々の軸線が一致するように突き合わせて、周方向接合を行う突き合わせ工程と、
を含むことを特徴とする新設管路の製造方法。
A method of manufacturing a new pipeline by a pipe-in-pipe method of inserting a pipe material into an existing pipeline and constructing a new pipeline in the existing pipeline,
An inner tube, which is a winding tube in which a part in the circumferential direction is unjoined and an end edge on one side in the circumferential direction is wound inside an end edge on the other side in the unjoined portion, A tube material preparation step of preparing the tube material composed of the outer tube and the inner tube by being inserted inside;
A pipe material insertion step of inserting the pipe material inside the existing pipe line;
Inside the existing pipeline, taking out the inner tube from the outer tube,
A joining step of joining the unjoined portion of the inner pipe taken out from the outer pipe;
A butting process in which the outer tube and the inner tube are butted so that the respective axes coincide with each other, and circumferential joining is performed,
A method for manufacturing a new pipeline characterized by comprising:
前記管材準備工程では、前記外管として、周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管を用いることを特徴とする請求項1に記載の新設管路の製造方法。   In the pipe preparation step, as the outer pipe, a part in the circumferential direction is unjoined, and an end edge on one side in the circumferential direction is wound inside the end edge on the other side in the unjoined part. The method for manufacturing a new pipeline according to claim 1, wherein an entraining pipe is used. 前記管材準備工程では、前記外管として前記未接合の部分の内面が無塗装面となった前記巻き込み管を用い、
前記内管として外面が塗装面となった前記巻き込み管を用い、
前記無塗装面上に前記外管の軸線方向に延びる帯状部材を配し、該帯状部材に前記内管を載置することで前記管材を準備することを特徴とする請求項2に記載の新設管路の製造方法。
In the tube material preparation step, using the entrainment tube in which the inner surface of the unjoined portion is an unpainted surface as the outer tube,
Using the entrainment tube whose outer surface is a painted surface as the inner tube,
3. The new installation according to claim 2, wherein a strip-shaped member extending in the axial direction of the outer tube is disposed on the unpainted surface, and the tubular material is prepared by placing the inner tube on the strip-shaped member. A method of manufacturing a pipeline.
前記管材準備工程では、前記管材として、前記外管と前記内管との間に緩衝部材を設けたものを準備することを特徴とする請求項1から3のいずれか一項に記載の新設管路の製造方法。   In the said pipe material preparation process, what provided the buffer member between the said outer pipe and the said inner pipe is prepared as said pipe material, The newly installed pipe as described in any one of Claim 1 to 3 characterized by the above-mentioned. Road manufacturing method. 前記管材準備工程では、前記管材として、前記外管の軸線方向の寸法よりも、前記内管の軸線方向の寸法の方が小さくなっているものを準備することを特徴とする請求項1から4のいずれか一項に記載の新設管路の製造方法。   5. The tube material preparing step includes preparing the tube material having a smaller dimension in the axial direction of the inner tube than in the axial direction of the outer tube. The manufacturing method of the new installation pipe | line as described in any one of these. 既設管路内に挿入されて、該既設管路内に新設管路を構築するパイプインパイプ工法に用いる管材であって、
周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管である内管と、
前記内管を内側に収容した外管と、
を備えることを特徴とする管材。
A pipe material that is inserted into an existing pipeline and is used for a pipe-in-pipe construction method for constructing a new pipeline in the existing pipeline,
An inner pipe that is a part of the circumferential direction that is unjoined, and an end part on one side of the circumferential direction in the unjoined part is wound inside the end part on the other side;
An outer tube containing the inner tube inside;
A pipe material characterized by comprising:
前記外管は、周方向の一部が未接合であり、未接合の部分で周方向の一方側の端縁部が他方側の端縁部の内側に巻き込まれてなる巻き込み管であることを特徴とする請求項6に記載の管材。   The outer tube is a winding tube in which a part in the circumferential direction is unjoined, and an end edge part on one side in the circumferential direction is wound inside an end edge part on the other side in the unjoined part. The tube material according to claim 6, wherein the tube material is characterized in that: 前記外管は、前記未接合の部分の内面が無塗装面となっており、
前記内管は、外面が塗装面となっており、
前記無塗装面上に配されて前記外管の軸線方向に延びるとともに、前記内管を載置する帯状部材をさらに備えることを特徴とする請求項7に記載の管材。
The outer tube has an unpainted surface on the inner surface of the unbonded portion,
The inner tube has a painted surface on the outer surface,
The pipe member according to claim 7, further comprising a belt-like member that is disposed on the non-painted surface and extends in an axial direction of the outer tube and on which the inner tube is placed.
前記外管と前記内管との間に設けられた緩衝部材をさらに備えることを特徴とする請求項6から8のいずれか一項に記載の管材。   The pipe member according to any one of claims 6 to 8, further comprising a buffer member provided between the outer tube and the inner tube. 前記外管の軸線方向の寸法よりも、前記内管の軸線方向の寸法の方が小さくなっていることを特徴とする請求項6から9のいずれか一項に記載の管材。   The pipe material according to any one of claims 6 to 9, wherein a dimension in the axial direction of the inner pipe is smaller than a dimension in the axial direction of the outer pipe.
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