JP2019218981A - Manufacturing method of pipes for non-drilling new pipe laying method and update method of underground laying pipe - Google Patents

Manufacturing method of pipes for non-drilling new pipe laying method and update method of underground laying pipe Download PDF

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JP2019218981A
JP2019218981A JP2018115721A JP2018115721A JP2019218981A JP 2019218981 A JP2019218981 A JP 2019218981A JP 2018115721 A JP2018115721 A JP 2018115721A JP 2018115721 A JP2018115721 A JP 2018115721A JP 2019218981 A JP2019218981 A JP 2019218981A
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pipe
protective layer
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peeled
underground
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JP7145364B2 (en
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康孝 松尾
Yasutaka Matsuo
康孝 松尾
哲司 北野
Tetsuji Kitano
哲司 北野
康平 長谷
Kohei Hase
康平 長谷
愛美 横山
Manami Yokoyama
愛美 横山
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Kubota ChemiX Co Ltd
Toho Gas Co Ltd
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Toho Gas Co Ltd
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Abstract

To provide a manufacturing method of pipes for non-drilling new pipe laying method that is capable of improving the construction quality.SOLUTION: A manufacturing method of pipes for non-drilling new pipe laying method, comprises the steps of: preparing a plurality of pipe members 12 having a protective layer 22 on the outer peripheral surface of a polyolefin resin pipe body 20; peeling off the protective layer of the ends of the pipe members; connecting, by butt fusion, the ends of the pipe members from which the protective layer has been peeled off; and attaching a protective member 24 to the part where the protective layer of the connected pipe member has been peeled off.SELECTED DRAWING: Figure 3

Description

この発明は非開削新設管敷設工法用配管の作製方法および地中敷設管の更新方法に関し、特にたとえば、非開削工法によって地中に敷設される、非開削新設管敷設工法用配管の作製方法および地中敷設管の更新方法に関する。   The present invention relates to a method for producing a pipe for a non-drilling new pipe laying method and a method for updating an underground pipe. It relates to a method of updating underground pipes.

従来の非開削でのガス管の更新方法の一例が非特許文献1に開示される。非特許文献1の工法は、口径が150〜200mmのダクタイル鋳鉄管(既設管)を同口径のポリエチレン管(新設管)に非開削にて入れ替える工法である。この工法では、切断拡径器を用いて既設のダクタイル鋳鉄管を軸方向に切断すると共に拡径しながら、ダクタイル鋳鉄管内にポリエチレン管を引き込んで挿入する。   Non-Patent Document 1 discloses an example of a conventional method of updating a gas pipe without cutting. The method of Non-Patent Document 1 is a method of replacing a ductile cast iron pipe (existing pipe) having a diameter of 150 to 200 mm with a polyethylene pipe (new pipe) of the same diameter without cutting. In this method, an existing ductile cast iron pipe is cut in the axial direction using a cutting diameter expander, and a polyethylene pipe is drawn into and inserted into the ductile cast iron pipe while expanding the diameter.

非特許文献1の工法では、口径が150〜200mmの新設管を用いるので、長尺の新設管をロール状に巻いて施工現場に搬入することは困難である。このため、所定長さの複数の管部材を施工現場に搬入した後、施工現場にて管部材の管端同士をバット融着して必要長さに延長したものを用いている。   In the method of Non-Patent Document 1, since a newly installed pipe having a diameter of 150 to 200 mm is used, it is difficult to wind a long newly installed pipe into a roll and carry it to the construction site. For this reason, after a plurality of pipe members of a predetermined length are carried into a construction site, pipe ends of the pipe members are butt-fused to each other at the construction site to extend to a required length.

東邦ガス株式会社、「STREAM工法(ストリーム工法)」、[online]、[平成30年6月11日検索]、インターネット<URL:http://www.tohogas.co.jp/approach/technologies/technologies-supply/open-cut/open-cut-07/>Toho Gas Co., Ltd., “STREAM method (stream method)”, [online], [searched on June 11, 2018], Internet <URL: http://www.tohogas.co.jp/approach/technologies/technologies -supply / open-cut / open-cut-07 / >

非特許文献1に開示されるような非開削工法においては、既設管内に新設管を引き込むときに新設管の外周面が傷ついてしまい、ガス圧(内圧)に対する長期耐久性に不安が残る等、施工品質に懸念があった。ここで、新設管の傷つきを防止するためには、新設管の管本体の外周面に保護層を予め設けておくことが考えられる。しかしながら、管本体同士が適切に融着されているか判断し難い等の問題点があるため、保護層を有する管部材をそのままバット融着して延長することは難しい。   In the non-cutting method as disclosed in Non-Patent Document 1, the outer peripheral surface of the new pipe is damaged when the new pipe is drawn into the existing pipe, and the long-term durability against gas pressure (internal pressure) remains uneasy. There were concerns about the construction quality. Here, in order to prevent the new pipe from being damaged, it is conceivable to provide a protective layer on the outer peripheral surface of the pipe body of the new pipe in advance. However, it is difficult to determine whether or not the pipe bodies are properly fused, and it is difficult to extend the pipe member having the protective layer by butt fusion as it is.

それゆえに、この発明の主たる目的は、新規な、非開削新設管敷設工法用配管の作製方法および地中敷設管の更新方法を提供することである。   SUMMARY OF THE INVENTION Therefore, a main object of the present invention is to provide a method for producing a new pipe for a new non-cutting new pipe laying method and a method for updating an underground pipe.

この発明の他の目的は、施工品質を向上できる、非開削新設管敷設工法用配管の作製方法および地中敷設管の更新方法を提供することである。   Another object of the present invention is to provide a method for manufacturing a pipe for laying a non-drilling new pipe and a method for updating an underground pipe, which can improve the construction quality.

第1の発明は、非開削工法によって地中に敷設される非開削新設管敷設工法用配管の作製方法であって、(A)ポリオレフィン系樹脂製の管本体の外周面に保護層を有する複数の管部材を用意するステップ、(B)管部材の端部の保護層を剥がし取るステップ、(C)ステップ(B)で保護層を剥がし取った管部材の管端同士をバット融着によって接続するステップ、および(D)ステップ(C)で接続した管部材の保護層が剥がし取られている部分に対して、保護部材を取り付けるステップを含む、非開削新設管敷設工法用配管の作製方法である。   The first invention is a method for producing a pipe for a non-drilling new pipe laying method laid in the ground by a non-drilling method, wherein (A) a pipe having a protective layer on an outer peripheral surface of a pipe body made of a polyolefin resin. (B) peeling off the protective layer at the end of the tubular member, and (C) connecting the tubular ends of the tubular member from which the protective layer was removed in step (B) by butt fusion. And (D) attaching a protective member to a portion of the pipe member connected in step (C) from which the protective layer has been peeled off, the method comprising the steps of: is there.

第1の発明では、先ず、ステップ(A)において、施工に必要な長さに応じた本数分の管部材を用意する。この管部材は、ポリオレフィン系樹脂製の管本体の外周面に保護層を有するものである。ステップ(B)では、管部材の端部の保護層を所定長さ分だけ剥がし取る。また、ステップ(C)では、保護層を剥がし取った管部材の管端同士をバット融着によって接続する。このように、管端部の保護層を除去して管本体を露出させた状態でバット融着を行うことで、管本体同士が適切にバッド融着されていることを容易に確認可能となる。そして、ステップ(D)では、管部材の保護層が剥がし取られている部分に対して、保護部材を取り付ける。このように作製された非開削新設管敷設工法用配管は、外周面が保護層および保護部材で覆われているので、施工時における管本体の傷つきが適切に防止される。   In the first invention, first, in step (A), a number of pipe members corresponding to the length required for construction are prepared. This pipe member has a protective layer on the outer peripheral surface of a pipe body made of polyolefin resin. In step (B), the protective layer at the end of the tube member is peeled off by a predetermined length. In the step (C), the pipe ends of the pipe members from which the protective layer has been peeled off are connected by butt fusion. As described above, by performing butt fusion in a state where the protective layer at the pipe end is removed and the pipe main body is exposed, it is possible to easily confirm that the pipe main bodies are properly welded to each other. . Then, in step (D), a protection member is attached to the portion of the tube member from which the protection layer has been peeled off. Since the outer peripheral surface of the pipe for the non-drilling new pipe laying method manufactured in this manner is covered with the protective layer and the protective member, the pipe body is appropriately prevented from being damaged during construction.

第1の発明によれば、管本体同士が適切にバッド融着され、また、施工時に管本体が傷つくことを防止できる非開削新設管敷設工法用配管を作製できる。したがって、この非開削新設管敷設工法用配管を用いて形成されたガス管などは、内圧に対する耐久性を長期間に亘って維持でき、施工品質が向上および安定化する。   According to the first aspect of the invention, it is possible to produce a pipe for a non-drilling new pipe laying method that can appropriately weld the pipe bodies to each other and prevent the pipe body from being damaged during construction. Therefore, gas pipes and the like formed by using the pipes for the non-cutting new pipe laying method can maintain the durability against the internal pressure for a long period of time, and the construction quality is improved and stabilized.

第2の発明は、第1の発明に従属し、ステップ(D)では、ステップ(B)で剥がし取った保護層を保護部材として用いる。   A second invention is according to the first invention, and in the step (D), the protective layer peeled off in the step (B) is used as a protective member.

第2の発明によれば、管本体の露出部分を覆う保護部材を別途作製するには、コストがかかり、また、露出部分に適合した保護部材の作製自体も容易ではないところ、剥がし取った保護層を保護部材として利用することで、保護部材の作製コストを削減でき、しかも、保護部材を管本体の露出部分に適合したものとすることができる。   According to the second invention, it is costly to separately manufacture a protection member for covering the exposed portion of the tube main body, and it is not easy to manufacture a protection member suitable for the exposed portion. By using the layer as a protective member, the manufacturing cost of the protective member can be reduced, and the protective member can be adapted to the exposed portion of the tube body.

第3の発明は、第1または第2の発明に従属し、ステップ(C)の後であってステップ(D)の前に、バット融着によって生じたビードを除去するステップを含む。   A third invention is according to the first or second invention, and includes a step of removing a bead generated by butt fusion after step (C) and before step (D).

第3の発明によれば、管部材の接続部分に形成されるビードを除去して平滑化するので、施工時に保護部材が傷つき難くなり、延いては管本体の傷つきがより確実に防止される。   According to the third aspect of the present invention, the bead formed at the connection portion of the pipe member is removed and smoothed, so that the protection member is less likely to be damaged at the time of construction, and thus the pipe body is more reliably prevented from being damaged. .

第4の発明は、地中に敷設された既設管を非開削工法によって合成樹脂製の新設管に更新する地中敷設管の更新方法であって、(a)ポリオレフィン系樹脂製の管本体の外周面に保護層を有する複数の管部材を用意するステップ、(b)管部材の端部の保護層を剥がし取るステップ、(c)ステップ(b)で保護層を剥がし取った管部材の管端同士をバット融着によって接続するステップ、(d)ステップ(c)で接続した管部材の保護層が剥がし取られている部分に対して保護部材を取り付けて新設管を作製するステップ、および(e)新設管を既設管内に挿入するステップを含む、地中敷設管の更新方法である。   The fourth invention is an underground pipe renewing method for renewing an existing pipe laid in the ground to a new synthetic resin pipe by a non-cutting method, wherein (a) a pipe body made of a polyolefin resin A step of preparing a plurality of pipe members having a protective layer on the outer peripheral surface; (b) a step of peeling off the protective layer at an end of the pipe member; and (c) a pipe of the pipe member in which the protective layer is peeled off in step (b). (D) connecting the ends by butt fusion, (d) attaching a protective member to the portion of the tube member connected in step (c) from which the protective layer has been peeled off, and fabricating a new pipe. e) A method of updating an underground pipe, including a step of inserting a new pipe into an existing pipe.

第4の発明では、先ず、ステップ(a)において、施工に必要な長さに応じた本数分の管部材を用意する。この管部材は、ポリオレフィン系樹脂製の管本体の外周面に保護層を有するものである。ステップ(b)では、管部材の端部の保護層を所定長さ分だけ剥がし取る。ステップ(c)では、保護層を剥がし取った管部材の管端同士をバット融着によって接続する。このように、管端部の保護層を除去して管本体を露出させた状態でバッド融着を行うことで、管本体同士が適切にバッド融着されていることを容易に確認可能となる。また、ステップ(d)では、管部材の保護層が剥がし取られている部分に対して保護部材を取り付けて新設管を作製する。そして、ステップ(e)では、新設管を既設管内に挿入する。この際、新設管の外周面が保護層および保護部材で覆われていることで、管本体の傷つきが適切に防止される。   In the fourth invention, first, in step (a), a number of pipe members corresponding to the length required for construction are prepared. This pipe member has a protective layer on the outer peripheral surface of a pipe body made of polyolefin resin. In step (b), the protective layer at the end of the tube member is peeled off by a predetermined length. In step (c), the pipe ends of the pipe members from which the protective layer has been peeled off are connected by butt fusion. In this manner, by performing the pad fusion in a state where the protective layer at the pipe end is removed and the pipe main body is exposed, it is possible to easily confirm that the pipe main bodies are properly welded to each other. . Further, in step (d), a protection member is attached to a portion of the tube member from which the protection layer has been peeled off, and a new pipe is manufactured. Then, in step (e), the new pipe is inserted into the existing pipe. At this time, since the outer peripheral surface of the new pipe is covered with the protective layer and the protective member, the pipe main body is appropriately prevented from being damaged.

第4の発明によれば、第1の発明と同様に、管本体同士が適切にバッド融着され、また、施工時に管本体が傷つくことを防止できるので、内圧に対する耐久性を長期間に亘って維持できる地中敷設管を形成でき、地中敷設管の施工品質が向上および安定化する。   According to the fourth aspect, similarly to the first aspect, the pipe bodies are appropriately welded to each other, and the pipe bodies can be prevented from being damaged during construction. Underground pipes that can be maintained can be formed, and the construction quality of underground pipes can be improved and stabilized.

第5の発明は、第4の発明に従属し、ステップ(d)では、ステップ(b)で剥がし取った保護層を保護部材として用いる。   A fifth invention is according to the fourth invention, and in the step (d), the protective layer peeled off in the step (b) is used as a protective member.

第5の発明によれば、第2の発明と同様に、剥がし取った保護層を保護部材として利用することで、保護部材の作製コストを削減でき、しかも、保護部材を管本体の露出部分に適合したものとすることができる。   According to the fifth aspect, as in the second aspect, by using the peeled-off protective layer as a protective member, the production cost of the protective member can be reduced, and the protective member can be provided on the exposed portion of the pipe main body. It can be adapted.

第6の発明は、第4または第5の発明に従属し、新設管は、既設管と同口径の管であって、ステップ(e)では、切断拡径器を用いて既設ガス管を軸方向に切断すると共に拡径しながら、当該既設管内に新設管を挿入する。   A sixth invention is according to the fourth or fifth invention, wherein the new pipe is a pipe having the same diameter as the existing pipe, and in step (e), the existing gas pipe is pivoted by using a cutting and expanding device. While cutting in the direction and expanding the diameter, a new pipe is inserted into the existing pipe.

第6の発明によれば、既設管を同口径の新設管に適切に入れ替えることができる。   According to the sixth aspect, the existing pipe can be appropriately replaced with a new pipe having the same diameter.

この発明によれば、管本体同士が適切にバッド融着され、また、施工時に管本体が傷つくことを防止できる非開削新設管敷設工法用配管を作製できる。したがって、この非開削新設管敷設工法用配管を用いて形成されたガス管などは、内圧に対する耐久性を長期間に亘って維持でき、施工品質が向上および安定化する。   ADVANTAGE OF THE INVENTION According to this invention, the pipe body for non-opening new pipe laying method which can prevent a pipe body from being appropriately welded to each other and preventing the pipe body from being damaged during construction can be produced. Therefore, gas pipes and the like formed by using the pipes for the non-cutting new pipe laying method can maintain the durability against the internal pressure for a long period of time, and the construction quality is improved and stabilized.

この発明の上述の目的、その他の目的、特徴および利点は、図面を参照して行う後述の実施例の詳細な説明から一層明らかとなろう。   The above and other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

管部材の一例を示す斜視図である。It is a perspective view showing an example of a pipe member. 図1の管部材を示す断面図である。It is sectional drawing which shows the pipe member of FIG. この発明の一実施例であるガス用配管の作製方法を模式的に示す図解図である。FIG. 2 is an illustrative view schematically showing a method for manufacturing a gas pipe according to one embodiment of the present invention; 図3に続く工程を模式的に示す図解図である。FIG. 4 is an illustrative view schematically showing a step following FIG. 3; 図3および図4のガス用配管の作製方法によって作製した新設管を用いて既設ガス管を更新する様子を示す図解図である。FIG. 5 is an illustrative view showing a state in which an existing gas pipe is updated using a new pipe manufactured by the method for manufacturing a gas pipe shown in FIGS. 3 and 4.

この発明の一実施例であるガス用配管(非開削新設管敷設工法用配管の一例)の作製方法は、ガス管として用いられるポリオレフィン系樹脂製の長尺管を作製する方法である。このガス用配管の作製方法では、詳細は後述するように、所定長さの複数の管部材12同士を施工現場でバット融着することで、必要長さのガス用配管10を得る。このガス用配管10は、非開削工法によって地中に敷設される管であり、この実施例では、図5に示すように、中圧B用(ガス圧が0.1MPa〜0.3MPa未満)の既設ガス管であるダクタイル鋳鉄管100を同口径入れ替えするための新設管(更新管)として用いられる。   The method for manufacturing a gas pipe (an example of a pipe for a non-cutting new pipe laying method) according to an embodiment of the present invention is a method for manufacturing a long pipe made of a polyolefin resin used as a gas pipe. In this method of manufacturing a gas pipe, as described in detail later, a plurality of pipe members 12 of a predetermined length are butt-fused at a construction site to obtain a gas pipe 10 of a required length. This gas pipe 10 is a pipe laid underground by a non-cutting method, and in this embodiment, as shown in FIG. 5, for a medium pressure B (gas pressure is less than 0.1 MPa to less than 0.3 MPa). It is used as a new pipe (renewal pipe) for replacing the ductile cast iron pipe 100 which is an existing gas pipe with the same diameter.

先ず、ガス用配管10を作製するための管部材12について説明する。図1および図2に示すように、管部材12は、管本体20とその外周面全体を被覆する保護層22とを有する2層構造の直管である。管部材12の口径は、たとえば50−250mmであり、その管長は、たとえば5000−5500mmである。   First, the pipe member 12 for producing the gas pipe 10 will be described. As shown in FIGS. 1 and 2, the pipe member 12 is a straight pipe having a two-layer structure having a pipe main body 20 and a protective layer 22 covering the entire outer peripheral surface thereof. The diameter of the tube member 12 is, for example, 50-250 mm, and the tube length is, for example, 5000-5500 mm.

管本体20は、ガス管を構成する、つまりガス管としての基本性能を有する内層管であり、中密度ポリエチレンおよび高密度ポリエチレンなどのポリオレフィン系樹脂によって形成される。管本体20は、押出成形などによって形成される。   The pipe main body 20 is an inner layer pipe that constitutes a gas pipe, that is, has an essential performance as a gas pipe, and is formed of a polyolefin resin such as a medium density polyethylene and a high density polyethylene. The tube main body 20 is formed by extrusion or the like.

保護層22は、管本体20を外傷から保護するための外層管であり、ポリオレフィン系樹脂などの合成樹脂によって形成される。この実施例では、材料コストを考慮して低密度ポリエチレンによって保護層22を形成している。この保護層22の外周面は、摩擦の少ない材料でコーティングしておいても構わない。保護層22の外周面を滑らかにしておくことで、施工時に傷を受け難くなるからである。   The protective layer 22 is an outer layer tube for protecting the tube body 20 from external damage, and is formed of a synthetic resin such as a polyolefin resin. In this embodiment, the protective layer 22 is formed of low-density polyethylene in consideration of material costs. The outer peripheral surface of the protective layer 22 may be coated with a material having low friction. This is because if the outer peripheral surface of the protective layer 22 is made smooth, it is less likely to be damaged during construction.

保護層22の厚みは、適宜設定可能であるが、1mm以上2mm以下であることが好ましい。本願発明者の施工実験によると、既設管または地盤との擦れによる保護層22の傷つきの深さは、1mm未満であり、保護層22の厚みが1mm以上であれば、管本体20の傷つきを適切に防止できることが確認されたからである。また、余裕を持たせる目的で保護層22の厚みを大きくすると、材料費が嵩む上、保護層22の厚みが2mmを超えると、後述のように保護層22を剥がし取る際に、その作業性が悪くなるからである。この実施例では、保護層22の厚みは1.5mmである。   The thickness of the protective layer 22 can be appropriately set, but is preferably 1 mm or more and 2 mm or less. According to the construction experiment of the inventor of the present application, the depth of the damage of the protection layer 22 due to the rubbing with the existing pipe or the ground is less than 1 mm, and if the thickness of the protection layer 22 is 1 mm or more, the damage of the pipe main body 20 is reduced. This is because it has been confirmed that it can be appropriately prevented. In addition, if the thickness of the protective layer 22 is increased for the purpose of providing a margin, the material cost is increased, and if the thickness of the protective layer 22 exceeds 2 mm, the workability when the protective layer 22 is peeled off as described later. Is worse. In this embodiment, the thickness of the protective layer 22 is 1.5 mm.

管本体20の外周面を保護層22で被覆する方法としては、たとえば、管本体20の外側に金型を通して保護層22となる樹脂を押し出して被覆する方法(押出被覆)を用いるとよい。また、保護層22となるシート状の保護部材を管本体20の外周面に合わせて溶接加工する方法、或いは、保護層22となる管本体20よりも少し大きい筒状の保護部材内に管本体20を通した後、その保護部材を熱により収縮させる方法なども用いることができる。このように製造された管部材12においては、管本体20と保護層22とが密着して固定されているものの、これらは別体として構成されるので、管本体20から保護層22を容易に剥ぎ取ることができる。また、管本体20と保護層22とが別体であることで、仮に保護層22が傷ついたとしても、その影響はこれらの境界面で食い止められて管本体20には及び難い。

以下、図3および図4を参照して、上述のような管部材12を用いてガス用配管10を作製する方法について説明する。先ず、図3(A)に示すように、施工現場に複数の管部材12を搬入する。なお、図3および図4では、簡単のため2つの管部材12を示しているが、実際には、施工に必要な長さに応じた本数の管部材12が用意され、隣り合う管部材12の管端同士が後述の方法で順次バット融着される。 次に、図3(B)に示すように、管部材12の端部の保護層22を剥がし取る。保護層22を剥がし取る際には、たとえば、管端から所定長さの位置において保護層22を周方向に切断した後、端部側の保護層22を管軸方向に切断するとよい。ここで、保護層22を剥がし取る長さは、少なくとも管本体20の端部が露出して管本体20同士が適切に融着されていることを確認できる長さであればよく、好ましくは、バット融着機50の管固定部52が管本体20を直接クランプできるようになる長さである。管固定部52が管本体20を直接クランプすることで、管部材12同士を芯合わせするときの精度が増すからである。この実施例では、管部材12の管端から150mmまでの部分の保護層22を剥がし取るようにしている。また、ここで剥がし取った保護層22、つまり管軸方向に切込みの入った短円筒状の保護層22は、後述のように保護部材24として利用するので保管しておく。
As a method of covering the outer peripheral surface of the tube main body 20 with the protective layer 22, for example, a method of extruding and covering a resin to be the protective layer 22 through a mold outside the tube main body 20 (extrusion coating) may be used. Also, a method of welding a sheet-shaped protective member to be the protective layer 22 to the outer peripheral surface of the tube main body 20 or a method of forming the pipe main body in a tubular protective member slightly larger than the tube main body 20 to be the protective layer 22. After passing through 20, a method of shrinking the protection member by heat can also be used. In the pipe member 12 manufactured in this manner, the pipe body 20 and the protective layer 22 are fixed in close contact with each other, but since these are configured separately, the protective layer 22 can be easily separated from the pipe body 20. Can be peeled off. Further, since the pipe main body 20 and the protective layer 22 are separate bodies, even if the protective layer 22 is damaged, the influence is prevented at these boundaries and is hard to reach the pipe main body 20.

Hereinafter, a method for manufacturing the gas pipe 10 using the above-described pipe member 12 will be described with reference to FIGS. First, as shown in FIG. 3A, a plurality of pipe members 12 are carried into a construction site. 3 and 4, two pipe members 12 are shown for simplicity. However, actually, a number of pipe members 12 according to the length required for construction are prepared, and adjacent pipe members 12 are provided. Of the pipes are sequentially butt-fused by a method described later. Next, as shown in FIG. 3B, the protective layer 22 at the end of the tube member 12 is peeled off. When the protective layer 22 is peeled off, for example, the protective layer 22 may be cut in a circumferential direction at a predetermined length from the pipe end, and then the protective layer 22 on the end side may be cut in the pipe axis direction. Here, the length from which the protective layer 22 is peeled off may be any length as long as at least the end of the tube main body 20 is exposed and it is possible to confirm that the tube main bodies 20 are properly fused to each other. The length is such that the pipe fixing portion 52 of the butt fusion machine 50 can directly clamp the pipe main body 20. This is because the pipe fixing portion 52 directly clamps the pipe main body 20, thereby increasing the accuracy in centering the pipe members 12. In this embodiment, the protective layer 22 in a portion of the pipe member 12 from the pipe end to 150 mm is peeled off. Further, the protective layer 22 peeled off, that is, the short cylindrical protective layer 22 cut in the tube axis direction is stored as it is used as the protective member 24 as described later.

続いて、図3(C)に示すように、バット融着機50を用いて、保護層22を剥がし取った管部材12の管端同士をバット融着によって接続する。この実施例では、バット融着機50として4つの管固定部52を備えるものを使用し、軸方向中央側の2つの管固定部52によって各管本体20を直接クランプするようにしている。このように、管部材12の端部の保護層22を除去して、管本体20を露出させた状態でバッド融着を行うことで、管本体20同士が適切に融着されていることを容易に確認可能となる。   Subsequently, as shown in FIG. 3C, the tube ends of the tube members 12 from which the protective layer 22 has been removed are connected by butt fusion using a butt fusion machine 50. In this embodiment, a bat fusion machine having four pipe fixing parts 52 is used, and each pipe main body 20 is directly clamped by the two pipe fixing parts 52 at the center in the axial direction. As described above, by removing the protective layer 22 at the end of the tube member 12 and performing the pad fusion in a state where the tube body 20 is exposed, it is possible to confirm that the tube bodies 20 are appropriately fused to each other. It can be easily confirmed.

管部材12(具体的には管本体20)の管端同士のバット融着が完了すると、図4(A)に示すように、バット融着機50を取り外す。この際、管部材12の接続部分が外周面上に盛り上がってビード26が形成されるので、図4(B)に示すように、図示しないビードカッタ等を用いてビード26を除去し、管部材12の接続部分を平滑化する。このように、ビード26を除去して管本体20の外周面から外側に突出する部分を極力なくすことで、後述する保護部材24が施工時に傷つき難くなり、延いては管本体20の傷つきがより確実に防止される。   When the butt welding between the pipe ends of the pipe member 12 (specifically, the pipe main body 20) is completed, the butt welding machine 50 is removed as shown in FIG. At this time, since the connection portion of the pipe member 12 is raised on the outer peripheral surface to form the bead 26, as shown in FIG. 4B, the bead 26 is removed using a bead cutter (not shown) or the like, and the pipe member 12 is removed. Is smoothed. In this way, by removing the bead 26 and minimizing the portion that protrudes outward from the outer peripheral surface of the tube main body 20, the protection member 24 described below is less likely to be damaged at the time of construction, and the damage of the tube main body 20 is further reduced. It is reliably prevented.

続いて、図4(C)に示すように、接続した管部材12の保護層22が剥がし取られている部分、つまり管本体20の外周面が露出している部分に対して、上述の図3(B)の工程で剥がし取った保護層22を保護部材24として巻き付ける。ここで、管本体20の露出部分を覆う保護部材24を別途作製するには、コストがかかり、また、露出部分に適合した保護部材24の作製自体も容易ではないところ、剥がし取った保護層22を保護部材24として利用することで、保護部材24の作製コストを削減でき、しかも、保護部材24を管本体20の露出部分に適合したものとすることができる。   Subsequently, as shown in FIG. 4 (C), the above-described drawing is applied to a portion where the protective layer 22 of the connected tube member 12 is peeled off, that is, a portion where the outer peripheral surface of the tube main body 20 is exposed. The protective layer 22 peeled off in the step 3 (B) is wound as a protective member 24. Here, it is costly to separately manufacture the protection member 24 that covers the exposed portion of the tube main body 20, and it is not easy to manufacture the protection member 24 suitable for the exposed portion. Is used as the protection member 24, the manufacturing cost of the protection member 24 can be reduced, and the protection member 24 can be adapted to the exposed portion of the tube main body 20.

その後、図4(D)に示すように、保護部材24の両端および切込み部分などに粘着テープ28を取り付けることで、管部材12に対して保護部材24を固定する。ただし、管部材12に対する保護部材24に固定は、溶接または接着などによって行ってもよい。そして、管部材12同士の接続作業をガス用配管10が必要長さに達するまで同様に繰り返し、ガス用配管10が必要長さに達した場合には、この作製作業を終了する。このように作製されたガス用配管10は、外周面全体が保護層22および保護部材24で覆われているので、施工時における管本体20の傷つきが適切に防止される。   Thereafter, as shown in FIG. 4 (D), the protective member 24 is fixed to the tube member 12 by attaching an adhesive tape 28 to both ends and cut portions of the protective member 24. However, the fixing to the protection member 24 with respect to the pipe member 12 may be performed by welding or bonding. Then, the connection operation between the pipe members 12 is repeated in the same manner until the gas pipe 10 reaches the required length, and when the gas pipe 10 reaches the required length, this manufacturing operation is ended. Since the entire outer peripheral surface of the gas pipe 10 thus manufactured is covered with the protective layer 22 and the protective member 24, the pipe body 20 is appropriately prevented from being damaged at the time of construction.

続いて、図5を参照して、上述のように作製したガス用配管10を新設管として用いて、地中に敷設された既設ガス管を非開削工法によって更新する地中敷設管の更新方法の一例について説明する。ここでは、中圧B用の既設ガス管であるダクタイル鋳鉄管100を同口径入れ替えする工法について説明する。   Subsequently, referring to FIG. 5, an underground laid pipe updating method for updating an existing gas pipe laid underground by a non-drilling method using the gas pipe 10 prepared as described above as a new pipe. An example will be described. Here, a method of replacing the ductile cast iron pipe 100, which is an existing gas pipe for medium pressure B, with the same diameter will be described.

図5に示すように、この更新方法では、先ず、ダクタイル鋳鉄管100の更新区間の一方端部側に発進立坑102を掘削し、また、他端部側に到達立坑104を掘削して、発進立坑102および到達立坑104内でダクタイル鋳鉄管100の両端をそれぞれ開口させる。   As shown in FIG. 5, in this updating method, first, the starting shaft 102 is excavated at one end of the renewal section of the ductile cast iron pipe 100, and the reaching shaft 104 is excavated at the other end. Both ends of the ductile cast iron pipe 100 are opened in the vertical shaft 102 and the reaching vertical shaft 104, respectively.

発進立坑102および到達立坑104の近辺には、施工に必要な各種の装置、器具および部材などを用意しておく。たとえば、始点である発進立坑102側には、複数の管部材12、バット融着機50(図3参照)および切断拡径器112などを搬入する。一方、終点である到達立坑104側には、引込装置118および油圧ユニット(図示せず)などを設置する。   In the vicinity of the starting shaft 102 and the reaching shaft 104, various devices, instruments, members, and the like necessary for construction are prepared. For example, the plurality of pipe members 12, the butt fusion machine 50 (see FIG. 3), the cutting and expanding device 112, and the like are carried into the starting shaft 102 side, which is the starting point. On the other hand, a drawing device 118 and a hydraulic unit (not shown) are installed on the end shaft 104, which is the end point.

また、発進立坑102には、ガス用配管10をダクタイル鋳鉄管100内に円滑に導くためのガイドローラを設置する。この実施例では、ガイドローラは、発進立坑102のダクタイル鋳鉄管100と反対側の上縁部に設けられる支持ローラ106と、発進立坑102内に設けられる押えローラ108とを含む。支持ローラ106は、ガス用配管10を下方から支持することで、発進立坑102の上縁部との接触によるガス用配管10の傷つきおよび引込み抵抗の増加を防止する。また、押えローラ108は、ガス用配管10を上方から押さえ、ダクタイル鋳鉄管100に対してガス用配管10を芯合わせした状態で水平に引き込めるようにすることで、ダクタイル鋳鉄管100の端縁部との接触によるガス用配管10の傷つきの抑制および引込み時の応力緩和を行う。ここで、押えローラ108の設置位置は、ダクタイル鋳鉄管100の端縁近傍よりも、ダクタイル鋳鉄管100の端縁から1〜2m程度離れた位置とすることが好ましい。これにより、押えローラ108の押し下げによるガス用配管10の湾曲が急激なものとならず、ガス用配管10をダクタイル鋳鉄管100内により円滑に導くことができるからであり、延いては発進立坑102の大きさを小さくすることができるからである。   A guide roller for guiding the gas pipe 10 smoothly into the ductile cast iron pipe 100 is installed in the starting shaft 102. In this embodiment, the guide rollers include a support roller 106 provided on the upper edge of the starting shaft 102 opposite to the ductile cast iron tube 100, and a holding roller 108 provided in the starting shaft 102. The support roller 106 supports the gas pipe 10 from below, thereby preventing the gas pipe 10 from being damaged by contact with the upper edge portion of the starting shaft 102 and increasing the drawing resistance. The press roller 108 presses the gas pipe 10 from above and allows the gas pipe 10 to be pulled in horizontally with the gas pipe 10 centered on the ductile cast iron pipe 100, so that the edge of the ductile cast iron pipe 100 Suppression of damage to the gas pipe 10 due to contact with a part and stress relaxation at the time of retraction are performed. Here, it is preferable that the installation position of the pressing roller 108 be a position that is about 1 to 2 m away from the edge of the ductile cast iron pipe 100 than near the edge of the ductile cast iron pipe 100. Thereby, the gas pipe 10 is not sharply bent due to the pressing down of the press roller 108, and the gas pipe 10 can be guided more smoothly in the ductile cast iron pipe 100. This is because it is possible to reduce the size of.

施工準備が整うと、次に、発進立坑102側の地上において、図3および図4に示した上述の方法により、複数の管部材12同士をバット融着して必要長さのガス用配管10を作製する。   When the preparation for construction is completed, next, on the ground on the starting shaft 102 side, the plurality of pipe members 12 are butt-fused to each other by the above-described method shown in FIGS. Is prepared.

必要長さのガス用配管10を作製すると、続いて、ガス用配管10をダクタイル鋳鉄管100内に挿入する。この実施例では、切断拡径器112を用いてダクタイル鋳鉄管100を軸方向に切断すると共に拡径しながら、ダクタイル鋳鉄管100内にガス用配管10を引き込んで挿入する。切断拡径器112としては、公知のものを適宜用いるとよい。たとえば、切断拡径器112は、複数の円板状のカッタ体を有するブレード114と、弾丸状に形成されるエキスパンダ116とを備える。このエキスパンダ116の外径は、ダクタイル鋳鉄管100を破壊しない範囲内で、ダクタイル鋳鉄管100をなるべく大きく拡径できる大きさに設定するとよい。ダクタイル鋳鉄管100が破壊されると、ガス用配管10の引込みに悪影響を及ぼすからであり、ダクタイル鋳鉄管100の拡径が小さ過ぎると、ガス用配管10の外周面に傷がつき易くなるからである。   After the gas pipe 10 having the required length is manufactured, the gas pipe 10 is inserted into the ductile cast iron pipe 100. In this embodiment, the gas pipe 10 is drawn into the ductile cast iron pipe 100 while cutting and ductile the ductile cast iron pipe 100 in the axial direction using the cutting and expanding device 112. As the cutting and expanding device 112, a known device may be appropriately used. For example, the cutting and expanding device 112 includes a blade 114 having a plurality of disk-shaped cutter bodies, and an expander 116 formed in a bullet shape. The outer diameter of the expander 116 may be set to a size that allows the ductile cast iron tube 100 to expand as large as possible within a range that does not destroy the ductile cast iron tube 100. If the ductile cast iron pipe 100 is broken, the gas pipe 10 is adversely affected, and if the ductile cast iron pipe 100 is too small in diameter, the outer peripheral surface of the gas pipe 10 is easily damaged. It is.

ダクタイル鋳鉄管100内にガス用配管10を引き込む際には、先ず、ダクタイル鋳鉄管100内にロッドを挿入し、引込装置118にロッド110の到達立坑104側の端部を接続する。一方、ロッド110の発進立坑102側の端部には、切断拡径器112を接続し、この切断拡径器112にガス用配管10の先端部を接続する。また、ガス用配管10は、支持ローラ106および押えローラ108を通過するように配置する。そして、引込装置118を駆動してロッド110を到達立坑104側に引き込むことで、切断拡径器112を到達立坑104側に移動させてダクタイル鋳鉄管100を切断拡径しながら、ダクタイル鋳鉄管100内にガス用配管10を引き込んでいく。この際、ガス用配管10は、外周面全体が保護層22および保護部材24で覆われているので、ダクタイル鋳鉄管100との接触によって傷つくのは保護層22および保護部材24のみであり、管本体20にまで傷が及ぶことが適切に防止される。   When drawing the gas pipe 10 into the ductile cast iron pipe 100, first, a rod is inserted into the ductile cast iron pipe 100, and the end of the rod 110 on the reaching shaft 104 side is connected to the drawing apparatus 118. On the other hand, a cutting and expanding device 112 is connected to the end of the rod 110 on the starting shaft 102 side, and the tip of the gas pipe 10 is connected to the cutting and expanding device 112. The gas pipe 10 is disposed so as to pass through the support roller 106 and the press roller 108. Then, the retracting device 118 is driven to pull the rod 110 toward the reaching shaft 104, thereby moving the cutting and expanding device 112 toward the reaching shaft 104 and cutting and expanding the ductile cast iron tube 100. The gas pipe 10 is drawn inside. At this time, since the entire outer peripheral surface of the gas pipe 10 is covered with the protective layer 22 and the protective member 24, only the protective layer 22 and the protective member 24 are damaged by contact with the ductile cast iron pipe 100. The damage to the main body 20 is appropriately prevented.

ダクタイル鋳鉄管100の更新区間全長に亘ってガス用配管10が挿入されると、この入れ替え作業が完了する。なお、ダクタイル鋳鉄管100は、ガス用配管10の周囲を覆うように残されるので、施工後の他工事からガス用配管10を保護する。

以上のように、この実施例によれば、管本体20同士が適切にバッド融着され、また、施工時に管本体20が傷つくことを防止できるガス用配管10を作製できる。したがって、このガス用配管10を用いて形成されたガス管は、ガス圧(内圧)に対する耐久性を長期間に亘って維持でき、施工品質が向上および安定化する。
When the gas pipe 10 is inserted over the entire length of the renewal section of the ductile cast iron pipe 100, this replacement work is completed. In addition, since the ductile cast iron pipe 100 is left so as to cover the periphery of the gas pipe 10, the gas pipe 10 is protected from other works after the construction.

As described above, according to this embodiment, it is possible to manufacture the gas pipe 10 in which the pipe bodies 20 are appropriately welded to each other and the pipe body 20 can be prevented from being damaged during construction. Therefore, the gas pipe formed by using this gas pipe 10 can maintain the durability against the gas pressure (internal pressure) for a long period of time, and the construction quality is improved and stabilized.

特に、ガス用配管10は、保護層22によって管本体20の傷つきを適切に防止できるので、施工時に新設管の外周面が傷つき易い、既設ガス管の同口径入れ替えにも好適に用いることができる。また、施工品質が向上および安定化するため、ガス用配管10は、低圧管(ガス圧が0.1MPa未満)だけでなく、中圧B管にも好適に用いることができる。   In particular, since the gas pipe 10 can appropriately prevent the pipe body 20 from being damaged by the protective layer 22, the outer peripheral surface of the new pipe is easily damaged at the time of construction, and can be suitably used for replacing the existing gas pipe with the same diameter. . In addition, in order to improve and stabilize the construction quality, the gas pipe 10 can be suitably used not only for a low-pressure pipe (gas pressure is less than 0.1 MPa) but also for a medium-pressure B pipe.

なお、上述の実施例では、施工現場で管部材12の端部の保護層22を剥がし取る作業を行っているが、この作業を工場などの別の場所で行い、端部の保護層22が剥がし取られた管部材12と取り外した保護層22(保護部材24)とを個別に施工現場に搬入してもよい。また、必ずしも剥がし取った保護層22を保護部材24として用いる必要はなく、別途用意した保護部材24を用いることもできる。   In the above-described embodiment, the work of peeling off the protective layer 22 at the end of the pipe member 12 is performed at the construction site. However, this work is performed at another place such as a factory, and the protective layer 22 at the end is formed. The peeled pipe member 12 and the removed protective layer 22 (protective member 24) may be individually carried into the construction site. Further, it is not always necessary to use the removed protective layer 22 as the protective member 24, and a separately prepared protective member 24 can be used.

また、上述の実施例では、バッド融着時に生じたビード26を除去するようにしたが、ビード26は必ずしも除去する必要はない。ビード26を除去しない場合、ビード26部分を含む管本体20の露出部分の全体を保護部材24で覆うようにしてもよいし、ビード26部分を露出させるようにして保護部材24を取り付けるようにしてもよい。 さらに、上述の実施例では、ガス用配管10を用いてダクタイル鋳鉄管100を同口径入れ替えするようにしたが、ガス用配管10によって更新される既設ガス管は、ねずみ鋳鉄管および鋼管などであってもよい。また、ガス用配管10によって更新される既設ガス管は、ガス用配管10よりも大口径のものであってもよいし、小口径のものであってもよい。さらに、ガス用配管10は、既設ガス管を更新するだけでなく、既設ガス管がない場所にガス管を新たに非開削工法で埋設する場合にも用いることができる。   Further, in the above-described embodiment, the beads 26 generated at the time of bad fusion are removed, but the beads 26 need not necessarily be removed. When the bead 26 is not removed, the entire exposed portion of the tube body 20 including the bead 26 may be covered with the protection member 24, or the protection member 24 may be attached so that the bead 26 is exposed. Is also good. Further, in the above-described embodiment, the ductile cast iron pipe 100 is replaced with the same diameter by using the gas pipe 10, but the existing gas pipe updated by the gas pipe 10 is a gray cast iron pipe and a steel pipe. You may. The existing gas pipe updated by the gas pipe 10 may have a larger diameter or a smaller diameter than the gas pipe 10. Further, the gas pipe 10 can be used not only for renewing an existing gas pipe, but also for burying a new gas pipe in a place where there is no existing gas pipe by a non-cutting method.

さらにまた、上述の実施例では、非開削新設管敷設工法用配管としてガス用配管を例示したが、この発明に係る作製方法または更新方法における非開削新設管敷設工法用配管(地中敷設管)は、ガス用に限定されず、水道、圧力下水および消火用等の他の流体を運搬する用途に用いられるものであってもよい。   Furthermore, in the above-described embodiment, the gas pipe is exemplified as the pipe for the non-cutting new pipe laying method. However, the pipe for the non-cutting new pipe laying method (underground pipe) in the manufacturing method or the updating method according to the present invention. Is not limited to gas, but may be used for transporting other fluids such as water, pressure sewage, and fire extinguishing.

なお、上で挙げた寸法などの具体的数値は、いずれも単なる一例であり、必要に応じて適宜変更可能である。   Note that the specific numerical values such as the dimensions described above are merely examples, and can be appropriately changed as needed.

10 …ガス用配管(非開削新設管敷設工法用配管,新設管)
20 …管本体
22 …保護層
24 …保護部材
100 …ダクタイル鋳鉄管(既設管)
112 …切断拡径器
10… Pipe for gas (Pipe for non-cutting new pipe laying method, new pipe)
20 ... pipe body 22 ... protective layer 24 ... protective member 100 ... ductile cast iron pipe (existing pipe)
112… Cutting expander

Claims (6)

非開削工法によって地中に敷設される非開削新設管敷設工法用配管の作製方法であって、
(A)ポリオレフィン系樹脂製の管本体の外周面に保護層を有する複数の管部材を用意するステップ、
(B)前記管部材の端部の前記保護層を剥がし取るステップ、
(C)前記ステップ(B)で前記保護層を剥がし取った前記管部材の管端同士をバット融着によって接続するステップ、および
(D)前記ステップ(C)で接続した前記管部材の前記保護層が剥がし取られている部分に対して、保護部材を取り付けるステップを含む、非開削新設管敷設工法用配管の作製方法。
A method for producing a pipe for a non-drilling new pipe laying method laid underground by a non-drilling method,
(A) a step of preparing a plurality of pipe members having a protective layer on the outer peripheral surface of a pipe body made of a polyolefin resin;
(B) peeling off the protective layer at the end of the tube member;
(C) connecting the pipe ends of the pipe members from which the protective layer has been peeled off in the step (B) by butt fusion; and (D) protecting the pipe members connected in the step (C). A method for producing a pipe for a non-drilling new pipe laying method, comprising a step of attaching a protective member to a portion from which a layer has been removed.
前記ステップ(D)では、前記ステップ(B)で剥がし取った前記保護層を前記保護部材として用いる、請求項1記載の非開削新設管敷設工法用配管の作製方法。   2. The method of claim 1, wherein in the step (D), the protection layer peeled off in the step (B) is used as the protection member. 3. (E)前記ステップ(C)の後であって前記ステップ(D)の前に、前記バット融着によって生じたビードを除去するステップを含む、請求項1または2記載の非開削新設管敷設工法用配管の作製方法。   3. The method of laying a new pipe according to claim 1, further comprising: (E) removing a bead generated by the butt fusion after the step (C) and before the step (D). 4. Method for manufacturing piping for 地中に敷設された既設管を非開削工法によって合成樹脂製の新設管に更新する地中敷設管の更新方法であって、
(a)ポリオレフィン系樹脂製の管本体の外周面に保護層を有する複数の管部材を用意するステップ、
(b)前記管部材の端部の前記保護層を剥がし取るステップ、
(c)前記ステップ(b)で前記保護層を剥がし取った前記管部材の管端同士をバット融着によって接続するステップ、
(d)前記ステップ(c)で接続した前記管部材の前記保護層が剥がし取られている部分に対して保護部材を取り付けて前記新設管を作製するステップ、および
(e)前記新設管を前記既設管内に挿入するステップを含む、地中敷設管の更新方法。
An underground pipe replacement method for replacing an existing pipe laid underground with a new synthetic resin pipe by a non-cutting method,
(A) preparing a plurality of pipe members having a protective layer on the outer peripheral surface of a pipe body made of a polyolefin resin;
(B) peeling off the protective layer at the end of the tube member;
(C) connecting the pipe ends of the pipe members from which the protective layer has been peeled off in the step (b) by butt fusion;
(D) attaching the protective member to the portion of the tube member connected in the step (c) from which the protective layer has been peeled off to produce the new pipe; and (e) attaching the new pipe to the pipe member. A method for updating an underground pipe, comprising inserting the pipe into an existing pipe.
前記ステップ(d)では、前記ステップ(b)で剥がし取った前記保護層を前記保護部材として用いる、請求項4記載の地中敷設管の更新方法。   The underground pipe updating method according to claim 4, wherein in the step (d), the protection layer peeled off in the step (b) is used as the protection member. 前記新設管は、前記既設管と同口径の管であって、
前記ステップ(e)では、切断拡径器を用いて前記既設管を軸方向に切断すると共に拡径しながら、当該既設管内に前記新設管を挿入する、請求項4または5記載の地中敷設管の更新方法。
The new pipe is a pipe having the same diameter as the existing pipe,
The underground laying according to claim 4 or 5, wherein, in the step (e), the new pipe is inserted into the existing pipe while cutting and expanding the existing pipe in an axial direction using a cutting and expanding device. How to update the tube.
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