Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP7730073B2 - Buried pipe, joint member, buried pipe connection structure, and buried pipe installation method - Google Patents
[go: Go Back, main page]

JP7730073B2 - Buried pipe, joint member, buried pipe connection structure, and buried pipe installation method - Google Patents

Buried pipe, joint member, buried pipe connection structure, and buried pipe installation method

Info

Publication number
JP7730073B2
JP7730073B2 JP2024542485A JP2024542485A JP7730073B2 JP 7730073 B2 JP7730073 B2 JP 7730073B2 JP 2024542485 A JP2024542485 A JP 2024542485A JP 2024542485 A JP2024542485 A JP 2024542485A JP 7730073 B2 JP7730073 B2 JP 7730073B2
Authority
JP
Japan
Prior art keywords
pipe
buried
pipes
protective member
buried pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2024542485A
Other languages
Japanese (ja)
Other versions
JPWO2024042622A1 (en
Inventor
大策 西山
琢也 石川
潤一郎 玉松
浩二 板坂
俊光 泉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NTT Inc
NTT Inc USA
Original Assignee
Nippon Telegraph and Telephone Corp
NTT Inc USA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Telegraph and Telephone Corp, NTT Inc USA filed Critical Nippon Telegraph and Telephone Corp
Publication of JPWO2024042622A1 publication Critical patent/JPWO2024042622A1/ja
Application granted granted Critical
Publication of JP7730073B2 publication Critical patent/JP7730073B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G9/00Installations of electric cables or lines in or on the ground or water
    • H02G9/06Installations of electric cables or lines in or on the ground or water in underground tubes or conduits; Tubes or conduits therefor

Landscapes

  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Electric Cable Installation (AREA)

Description

本開示は、埋設管、継手部材、埋設管の連結構造、及び埋設管の設置方法に関する。 This disclosure relates to buried pipes, joint members, buried pipe connection structures, and buried pipe installation methods.

光ファイバ及び送電線等の各種ケーブルを地中に埋設する際に、ケーブルを収容する埋設管を用いることが知られている。埋設管を道路の下等の地中に埋設して埋設管路を形成した場合、地表から埋設管までの深さである土被りを十分確保できない浅層区間では、道路工事等によりカッター等の掘削機械等から埋設管路が損傷を受けるリスクが高い。 When various cables, such as optical fiber and power lines, are buried underground, it is known to use buried pipes to house the cables. When buried pipes are buried underground, such as beneath roads, to form buried conduits, there is a high risk of the buried conduits being damaged by excavation machinery such as cutters during road construction work, etc., in shallow sections where there is insufficient soil cover (the depth from the ground surface to the buried pipe) to cover the buried pipe.

浅層区間における埋設管路の損傷を防ぐために、埋設管が埋まっていることを示す標識シート、又は、重機の侵入を防ぐための鉄板、セラミック板、若しくは、金属板を地表と埋設管の間に設置することが知られている(特許文献1~3)。 To prevent damage to buried pipelines in shallow sections, it is known to install sign sheets indicating that the buried pipeline is buried, or iron, ceramic, or metal plates to prevent heavy machinery from entering, between the surface and the buried pipeline (Patent Documents 1 to 3).

特開2001-355758号公報Japanese Patent Application Laid-Open No. 2001-355758 特開2007-143355号公報Japanese Patent Application Laid-Open No. 2007-143355 特開2015-180166号公報JP 2015-180166 A

従来の構成では、埋設管路の損傷を防ぐための構成を埋設管の外側に設置するため、地表と埋設管との間に相応のスペースが必要である。しかし、土被りが浅い場合、及び、埋設物が輻輳している場合等においては、地表から埋設管までの離隔の確保が困難となり、従来の構成によっては、埋設管路を適切に防護することができない場合がある。 In conventional configurations, the structure for preventing damage to buried pipelines is installed outside the buried pipe, requiring a certain amount of space between the ground surface and the buried pipe. However, in cases where the soil cover is shallow or where buried objects are congested, it can be difficult to ensure sufficient distance between the ground surface and the buried pipe, and conventional configurations may not be able to adequately protect the buried pipeline.

本開示の目的は、地表から埋設管までの離隔の確保が困難な場合であっても、埋設管路を適切に防護することが可能な埋設管、継手部材、埋設管の連結構造、及び埋設管の設置方法を提供することである。 The purpose of this disclosure is to provide buried pipes, joint members, buried pipe connection structures, and buried pipe installation methods that can adequately protect buried pipelines even when it is difficult to ensure a sufficient distance from the ground surface to the buried pipe.

一実施形態に係る埋設管は、ケーブルを収容可能な中空部分を有する複数の内管と、前記複数の内管を収容し、前記複数の内管の各々の外表面に接する部分を有する内表面を備えた外管と、前記複数の内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、を備え、前記防護部材の強度は前記複数の内管及び前記外管よりも高い。 In one embodiment, the buried pipe comprises a plurality of inner pipes each having a hollow portion capable of accommodating a cable; an outer pipe that accommodates the plurality of inner pipes and has an inner surface having a portion that contacts the outer surface of each of the plurality of inner pipes; and a protective member provided in the space defined by the outer surfaces of the plurality of inner pipes and the inner surface of the outer pipe, wherein the strength of the protective member is greater than that of the plurality of inner pipes and the outer pipes.

一実施形態に係る継手部材は、埋設管を接合する継手部材であって、前記埋設管の接続部と嵌合可能な中空部分を有する内管と、前記内管を収容し、前記内管の外表面に接する部分を有する内表面を備えた外管と、前記内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、を備え、前記防護部材の強度は前記内管及び前記外管よりも高く、前記内管は、前記接続部が嵌合された場合に前記接続部との間にすき間があるような嵌合部を有する。 In one embodiment, the coupling member is a coupling member for joining buried pipes, and comprises an inner pipe having a hollow portion that can be fitted with the connection portion of the buried pipe, an outer pipe that houses the inner pipe and has an inner surface with a portion that contacts the outer surface of the inner pipe, and a protective member provided in the space defined by the outer surface of the inner pipe and the inner surface of the outer pipe, wherein the strength of the protective member is greater than that of the inner pipe and the outer pipe, and the inner pipe has a fitting portion that leaves a gap between the inner pipe and the connection portion when the inner pipe is fitted.

一実施形態に係る連結構造は、埋設管と、前記埋設管を接合する継手部材とを備える埋設管の連結構造であって、前記埋設管は、ケーブルを収容可能な中空部分を有する複数の第1の内管と、前記複数の第1の内管を収容し、前記複数の第1の内管の各々の外表面に接する部分を有する内表面を備えた第1の外管と、前記複数の第1の内管の外表面と、前記第1の外管の内表面とによって区画される空間に設けられた第1の防護部材と、前記継手部材に接続可能な、前記複数の第1の内管の前記中空部分と連通する中空部分を有する接続部と、を備え、前記第1の防護部材の強度は前記複数の第1の内管及び前記第1の外管よりも高く、前記継手部材は、前記埋設管の前記接続部と嵌合可能な中空部分を有する第2の内管と、前記第2の内管を収容し、前記第2の内管の外表面に接する部分を有する内表面を備えた第2の外管と、前記第2の内管の外表面と、前記第2の外管の内表面とによって区画される空間に設けられた第2の防護部材と、を備え、前記第2の防護部材の強度は前記第2の内管及び前記第2の外管よりも高く、前記第2の内管は、前記接続部が嵌合された場合に前記接続部との間にすき間があるような嵌合部を有する。 One embodiment of the connection structure is a buried pipe connection structure comprising a buried pipe and a joint member that joins the buried pipe, wherein the buried pipe comprises: a plurality of first inner pipes having a hollow portion capable of accommodating a cable; a first outer pipe that accommodates the plurality of first inner pipes and has an inner surface having a portion that contacts the outer surface of each of the plurality of first inner pipes; a first protective member provided in a space defined by the outer surfaces of the plurality of first inner pipes and the inner surface of the first outer pipe; and a connecting portion that is connectable to the joint member and has a hollow portion that communicates with the hollow portions of the plurality of first inner pipes, and the first protective member The strength of the material is higher than that of the plurality of first inner pipes and the first outer pipe, and the joint member comprises a second inner pipe having a hollow portion that can be fitted with the connection portion of the buried pipe, a second outer pipe that accommodates the second inner pipe and has an inner surface having a portion that contacts the outer surface of the second inner pipe, and a second protective member provided in a space partitioned by the outer surface of the second inner pipe and the inner surface of the second outer pipe, and the strength of the second protective member is higher than that of the second inner pipe and the second outer pipe, and the second inner pipe has a fitting portion such that there is a gap between the second inner pipe and the connection portion when the second inner pipe is fitted.

一実施形態に係る埋設管の設置方法は、第1の埋設管であって、ケーブルを収容可能な中空部分を有する複数の第1の内管と、前記複数の第1の内管を収容し、前記複数の第1の内管の各々の外表面に接する部分を有する内表面を備えた外管と、前記複数の第1の内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、を備え、前記防護部材の強度は前記複数の第1の内管及び前記外管よりも高い、第1の埋設管と、前記ケーブルを収容可能な中空部分を有する複数の第2の内管を備える第2の埋設管と、を、地中に埋設された管路の状況に合わせて連結し、前記管路の開口部から挿入する、埋設管の設置方法。 In one embodiment, a buried pipe installation method includes connecting a first buried pipe comprising a plurality of first inner pipes each having a hollow portion capable of accommodating a cable, an outer pipe that accommodates the plurality of first inner pipes and has an inner surface having a portion that contacts the outer surface of each of the plurality of first inner pipes, and a protective member provided in a space defined by the outer surfaces of the plurality of first inner pipes and the inner surface of the outer pipe, wherein the strength of the protective member is greater than that of the plurality of first inner pipes and the outer pipe, and a second buried pipe comprising a plurality of second inner pipes each having a hollow portion capable of accommodating the cable, in accordance with the condition of the pipeline buried underground, and inserting the first buried pipe into an opening of the pipeline.

本開示の一実施形態によれば、地表から埋設管までの離隔の確保が困難な場合であっても、埋設管路を適切に防護することができる。 According to one embodiment of the present disclosure, buried pipelines can be adequately protected even when it is difficult to ensure a sufficient distance from the ground surface to the buried pipeline.

一実施形態に係る埋設管の構成例を示す断面図である。1 is a cross-sectional view showing an example of the configuration of a buried pipe according to one embodiment. 一実施形態に係る埋設管の別の構成例を示す断面図である。FIG. 10 is a cross-sectional view showing another example of the configuration of the buried pipe according to the embodiment. 一実施形態に係る埋設管の別の構成例を示す断面図である。FIG. 10 is a cross-sectional view showing another example of the configuration of the buried pipe according to the embodiment. 図1の防護部材の一例を示す断面図である。FIG. 2 is a cross-sectional view showing an example of the protective member of FIG. 1 . 図1の防護部材の一例を示す断面図である。FIG. 2 is a cross-sectional view showing an example of the protective member of FIG. 1 . 図1の防護部材の一例を示す断面図である。FIG. 2 is a cross-sectional view showing an example of the protective member of FIG. 1 . 図1の防護部材の一例を示す断面図である。FIG. 2 is a cross-sectional view showing an example of the protective member of FIG. 1 . 図1の防護部材の一例を示す断面図である。FIG. 2 is a cross-sectional view showing an example of the protective member of FIG. 1 . 複数の埋設管が継手部材により接続された埋設管の連結構造を地中の管路に配置した様子の一例を示す模式図である。1 is a schematic diagram showing an example of a buried pipe connection structure in which multiple buried pipes are connected by joint members, the buried pipe connection structure being arranged in an underground pipeline. FIG. 複数の内管が一体成型されてなる内管構造部の一例を示す斜視図である。1 is a perspective view showing an example of an inner pipe structure formed by integrally molding a plurality of inner pipes. FIG. 図5Aの内管構造部の側面図である。FIG. 5B is a side view of the inner tube structure of FIG. 5A. 図5Aの内管構造部のA-Aにおける断面図である。5B is a cross-sectional view of the inner pipe structure taken along line AA of FIG. 5A. 継手部材の内管の一例を示す斜視図である。FIG. 2 is a perspective view showing an example of an inner tube of a joint member. 図6Aの継手部材の内管の正面図である。FIG. 6B is a front view of the inner tube of the coupling member of FIG. 6A. 図6Bの継手部材の内管のB-Bにおける断面図である。6C is a cross-sectional view of the inner tube of the coupling member of FIG. 6B taken along line BB. 2つの内管構造部を継手部材の内管により接続した例を示す図である。10A and 10B are diagrams showing an example in which two inner pipe structures are connected by an inner pipe of a joint member. 複数の埋設管が継手部材により接続されてなる埋設管の連結構造を地中の管路に配置した様子の一例を示す模式図である。1 is a schematic diagram showing an example of a buried pipe connection structure in which a plurality of buried pipes are connected by joint members and arranged in an underground pipeline. 複数の埋設管が継手部材により接続されてなる埋設管の連結構造を地中の管路に配置した様子の一例を示す模式図である。1 is a schematic diagram showing an example of a buried pipe connection structure in which a plurality of buried pipes are connected by joint members and arranged in an underground pipeline. 埋設管を管路に設置する手順を示すフローチャートである。10 is a flowchart showing a procedure for installing a buried pipe in a pipeline.

以下、本開示の一実施形態について、図面を参照して説明する。各図面中、同一の構成又は機能を有する部分には、同一の符号を付している。本実施形態の説明において、同一の部分については、重複する説明を適宜省略又は簡略化する場合がある。 One embodiment of the present disclosure will be described below with reference to the drawings. In each drawing, parts having the same configuration or function are designated by the same reference numerals. In describing this embodiment, duplicate descriptions of identical parts may be omitted or simplified as appropriate.

(埋設管)
本開示の埋設管1(1a~1i)は、その埋設管1(1a~1i)内に埋設管路を防護するための構成を備えることで、従来の構成よりも防護スペースを低減し、路面からの離隔(深度)の確保が困難な場合でも埋設管路を防護することを可能にする。図1は、一実施形態に係る埋設管1(1a)の構成例を示す断面図である。埋設管1aは、地中に埋設される、例えば、光ファイバ及び送電線等の各種のケーブル9を防護する。埋設管1aは、地中に予め設けられた管路L内に設置される。図1に示すように、埋設管1aは、複数の内管11、外管12、及び防護部材13を備える。
(buried pipes)
The buried pipe 1 (1a-1i) of the present disclosure includes a configuration for protecting the buried pipeline within the buried pipe 1 (1a-1i), thereby reducing the protection space compared to conventional configurations and enabling the buried pipeline to be protected even when it is difficult to ensure a sufficient distance (depth) from the road surface. FIG. 1 is a cross-sectional view showing an example configuration of a buried pipe 1 (1a) according to one embodiment. The buried pipe 1a protects various cables 9, such as optical fibers and power transmission lines, buried underground. The buried pipe 1a is installed in a conduit L that has been previously installed underground. As shown in FIG. 1, the buried pipe 1a includes multiple inner pipes 11, an outer pipe 12, and a protective member 13.

内管(ケーブル保護管)11は、ケーブル9を収容可能な中空部分111を有する管状部材である。外管12は、複数の内管11及び防護部材13を収容する管状部材である。図1に示すように、外管12は、複数の内管11の各々の外表面T1に接する部分を有する内表面T2を備える。内管11及び外管12は、いずれも任意の材料により構成することができる。例えば、内管11及び外管12は、炭酸カルシウムを含有した硬質塩化ビニル、ポリエチレン、ポリプロピレン、ABS(アクリロニトリル・ブタジエンゴム・スチレン)等の合成樹脂材料、又は鋼を含む金属等の材料により構成してもよい。外管12は、継手等の部材により地中において固定されてもよい。The inner tube (cable protection tube) 11 is a tubular member having a hollow portion 111 capable of accommodating the cable 9. The outer tube 12 is a tubular member that accommodates multiple inner tubes 11 and a protective member 13. As shown in FIG. 1 , the outer tube 12 has an inner surface T2 that contacts the outer surface T1 of each of the multiple inner tubes 11. Both the inner tube 11 and the outer tube 12 can be made of any material. For example, the inner tube 11 and the outer tube 12 may be made of synthetic resin materials such as calcium carbonate-containing rigid polyvinyl chloride, polyethylene, polypropylene, and ABS (acrylonitrile butadiene rubber styrene), or metals including steel. The outer tube 12 may be fixed underground using components such as joints.

防護部材13は、複数の内管11の外表面T1と、外管12の内表面T2とによって区画される空間に設けられる部材である。防護部材13の強度は内管11及び外管12よりも高い。防護部材13は、強度が高い任意の素材により構成され、例えば、ホウ化チタン等のセラミック、又は、タングステン等により構成されてもよい。このように、本実施形態では、内管11及び外管12よりも強度が高い防護部材13を内管11の外表面T1に接する空間に設けることで、仮に埋設管1aにカッター等の掘削機械等が接触したとしても、内管11に収容されたケーブル9を防護することができる。したがって、地表Gから埋設管1aまでの離隔の確保が困難な場合であっても、埋設管路を適切に防護することが可能である。The protective member 13 is a member provided in the space defined by the outer surfaces T1 of the multiple inner pipes 11 and the inner surface T2 of the outer pipe 12. The strength of the protective member 13 is greater than that of the inner pipes 11 and outer pipes 12. The protective member 13 may be made of any high-strength material, such as ceramics such as titanium boride or tungsten. In this embodiment, by providing the protective member 13, which is stronger than the inner pipes 11 and outer pipes 12, in the space adjacent to the outer surface T1 of the inner pipe 11, the cable 9 housed in the inner pipe 11 can be protected even if an excavation machine such as a cutter comes into contact with the buried pipe 1a. Therefore, even when it is difficult to ensure a sufficient distance between the ground surface G and the buried pipe 1a, it is possible to adequately protect the buried pipeline.

また、ホウ化チタン等のセラミックは、衝撃に弱く、カッター等の掘削機械が接触すると、割れが発生して飛散し、その結果、ケーブル9の防護性能が低下する場合があり得る。本実施形態において、防護部材13は、複数の内管11の外表面T1と、外管12の内表面T2とによって区画される空間に閉じ込められるため、仮に、防護部材13が割れたとしても、その防護部材13の飛散による防護性能の低下を防ぐことができる。 Furthermore, ceramics such as titanium boride are vulnerable to impact, and when they come into contact with an excavating machine such as a cutter, they may crack and scatter, resulting in a reduction in the protective performance of the cable 9. In this embodiment, the protective member 13 is confined in a space defined by the outer surfaces T1 of the multiple inner tubes 11 and the inner surface T2 of the outer tube 12. Therefore, even if the protective member 13 cracks, a reduction in protective performance due to the scattering of the protective member 13 can be prevented.

複数の内管11及び外管12は、それぞれ別個に成形され、複数の内管11を防護部材13と共に外管12内に収容することで埋設管1aを構成してもよい。あるいは、複数の内管11及び外管12を一体成型し、複数の内管11の外表面T1と外管12の内表面T2との間に防護部材13を挿入することで埋設管1aを構成してもよい。このように予め内管11及び外管12を一体成型してから防護部材13を挿入して埋設管1aを構成する施工の手法は、内管11及び外管12の材料となる樹脂により防護部材13を覆うことで埋設管1aを構成する手法よりも施工が容易である。 The multiple inner pipes 11 and outer pipes 12 may be molded separately, and the multiple inner pipes 11 may be housed within the outer pipe 12 together with the protective member 13 to form the buried pipe 1a. Alternatively, the multiple inner pipes 11 and outer pipes 12 may be molded as a single unit, and the protective member 13 may be inserted between the outer surface T1 of the multiple inner pipes 11 and the inner surface T2 of the outer pipe 12 to form the buried pipe 1a. This construction method of molding the inner pipes 11 and outer pipes 12 as a single unit beforehand and then inserting the protective member 13 to form the buried pipe 1a is easier to construct than the construction method of covering the protective member 13 with the resin that is used to form the inner pipes 11 and outer pipes 12.

図1は、3つの内管11を備えた埋設管1aの例を示しているが、埋設管1が備える内管11の個数は任意である。例えば、埋設管1は、2つの内管11又は4つ以上の内管11を備えてもよい。図2A及び図2Bは、一実施形態に係る埋設管1の別の構成例を示す断面図である。図2Aは、2つの内管11を備えた埋設管1bの例を示している。図2Bは、4つの内管11を備えた埋設管1cの例を示している。 While Figure 1 shows an example of a buried pipe 1a having three inner pipes 11, the number of inner pipes 11 included in the buried pipe 1 is arbitrary. For example, the buried pipe 1 may have two inner pipes 11 or four or more inner pipes 11. Figures 2A and 2B are cross-sectional views showing other configuration examples of a buried pipe 1 according to one embodiment. Figure 2A shows an example of a buried pipe 1b having two inner pipes 11. Figure 2B shows an example of a buried pipe 1c having four inner pipes 11.

複数の内管11の外表面T1が接することにより形成される領域18は、空洞にしてもよいし、内管11を構成する材料で充填し、複数の内管11を一体成型してもよい。また、図1、図2A及び図2Bは、内管11及び外管12の断面形状が円形を有する例を示しているが、内管11及び外管12の断面形状は円形に限られない。例えば、内管11及び外管12の断面形状は、円形、楕円形、多角形、又はこれらの組合せとしてもよい。また、図1、図2A及び図2Bは、複数の内管11の全ての大きさ及び形状が同一である例を示しているが、内管11の大きさ及び形状は、内管11ごとに異なってもよい。The region 18 formed by the contact of the outer surfaces T1 of the multiple inner tubes 11 may be hollow, or may be filled with the material that constitutes the inner tube 11, thereby integrally molding the multiple inner tubes 11. Furthermore, while Figures 1, 2A, and 2B show an example in which the cross-sectional shapes of the inner tube 11 and outer tube 12 are circular, the cross-sectional shapes of the inner tube 11 and outer tube 12 are not limited to circular. For example, the cross-sectional shapes of the inner tube 11 and outer tube 12 may be circular, elliptical, polygonal, or a combination thereof. Furthermore, although Figures 1, 2A, and 2B show an example in which all of the multiple inner tubes 11 have the same size and shape, the size and shape of each inner tube 11 may differ.

図1、図2A及び図2Bは、防護部材13が、複数の内管11の外表面T1と、外管12の内表面T2とによって区画される空間を充填する形状を有する例を示しているが、防護部材13の形状は任意である。図3A~図3Eは、図1の防護部材13の一例を示す断面図である。 Figures 1, 2A, and 2B show an example in which the protective member 13 has a shape that fills the space defined by the outer surfaces T1 of multiple inner pipes 11 and the inner surface T2 of the outer pipe 12, but the shape of the protective member 13 is arbitrary. Figures 3A to 3E are cross-sectional views showing an example of the protective member 13 of Figure 1.

図3Aの埋設管1dは、アーチ型形状(扇形)の断面を有する防護部材13aを備える。アーチ型形状の防護部材13aによれば、防護範囲を広く取ることが可能である。 The buried pipe 1d in Figure 3A is equipped with a protective member 13a having an arch-shaped (fan-shaped) cross section. The arch-shaped protective member 13a allows for a wide protection range.

図3Bの埋設管1eは、五角形の断面を有する防護部材13bを備える。五角形の防護部材13bは、アーチ型形状の防護部材13aの先端部を落とし、また、アーチ(円弧)部分を直線状とした構造を有する。五角形の防護部材13bによれば、アーチ型形状の防護部材13aに準じた広さの防護範囲を取ることが可能である。 The buried pipe 1e in Figure 3B is equipped with a protective member 13b having a pentagonal cross section. The pentagonal protective member 13b has a structure in which the tip of the arch-shaped protective member 13a is rounded off and the arch (arc) portion is made straight. The pentagonal protective member 13b allows for a protective range comparable in size to that of the arch-shaped protective member 13a.

図3Cの埋設管1fは、L字形状の断面を有する防護部材13cを備える。L字形状の防護部材13fによれば、防護範囲を広く取ることができる。また、L字形状の防護部材13fによれば、アーチ型形状の防護部材13aよりも防護部材の体積を小さくすることができ、アーチ型形状の防護部材13aよりも安価に防護構造を構成することが可能である。 The buried pipe 1f in Figure 3C is equipped with a protective member 13c having an L-shaped cross section. The L-shaped protective member 13f allows for a wider protective range. Furthermore, the L-shaped protective member 13f allows for a smaller volume of the protective member than the arch-shaped protective member 13a, making it possible to construct a protective structure more inexpensively than the arch-shaped protective member 13a.

図3Dの埋設管1gは、棒状の断面を有する防護部材13dを備える。図3Eの埋設管1hは、円形状の断面を有する防護部材13eを備える。棒状の防護部材13d、及び、円形状の防護部材13eによれば、防護部材の体積を小さくすることができ、安価に防護構造を構成することが可能である。 The buried pipe 1g in Figure 3D is equipped with a protective member 13d having a rod-shaped cross section. The buried pipe 1h in Figure 3E is equipped with a protective member 13e having a circular cross section. The rod-shaped protective member 13d and the circular protective member 13e allow the volume of the protective member to be reduced, making it possible to construct a protective structure at low cost.

図3A~図3Eに例示したように、防護部材13が、内管11の外表面T1と、外管12の内表面T2とによって区画される空間を充填しない場合、内管11の外表面T1、外管12の内表面T2、及び防護部材13の間には領域19が存在する。このような領域19は、空洞にしてもよいし、あるいは、内管11又は外管12を構成する材料で充填して、複数の内管11を一体成型したり、複数の内管11及び外管12を一体成型したりしてもよい。 As illustrated in Figures 3A to 3E, when the protective member 13 does not fill the space defined by the outer surface T1 of the inner pipe 11 and the inner surface T2 of the outer pipe 12, an area 19 exists between the outer surface T1 of the inner pipe 11, the inner surface T2 of the outer pipe 12, and the protective member 13. Such an area 19 may be hollow, or may be filled with the material that constitutes the inner pipe 11 or the outer pipe 12, thereby molding multiple inner pipes 11 as a single unit, or molding multiple inner pipes 11 and outer pipes 12 as a single unit.

(埋設管の連結構造)
図4は、複数の埋設管1が継手部材2により接続された埋設管の連結構造3を地中の管路Lに配置した様子の一例を示す模式図である。図4に示すように、埋設管1は、埋設管1を接合する継手部材2を用いて複数連結し、地表G下に設けられた管路Lに設置することができる。図4の例では、マンホール60a,60bの間に設けられた管路Lに埋設管1の連結構造3が設置されている。
(Buried pipe connection structure)
Fig. 4 is a schematic diagram showing an example of a buried pipe connection structure 3 in which a plurality of buried pipes 1 are connected by joint members 2 and placed in an underground pipeline L. As shown in Fig. 4, a plurality of buried pipes 1 can be connected using joint members 2 that join the buried pipes 1, and installed in a pipeline L provided below the ground surface G. In the example of Fig. 4, the buried pipe connection structure 3 is installed in the pipeline L provided between manholes 60a and 60b.

以下に詳述するように、本実施形態に係る継手部材2は、埋設管1の接続部151と嵌合可能な内管21を備える。継手部材2の内管21は、埋設管1の接続部151が嵌合された場合に接続部151との間にすき間(クリアランス)があるような嵌合部212を有する。そのため、埋設管1は、継手部材2と接続したまま、継手部材2に対して一定の角度まで傾けることができる。したがって、本実施形態に係る埋設管1の連結構造3によれば、図4のように、管路Lに屈曲している区間が存在する場合であっても、管路Lの外側に防護のための構造を設置することなく、埋設管路を適切に防護することができる。As described in detail below, the coupling member 2 according to this embodiment includes an inner pipe 21 that can be fitted with the connection portion 151 of the buried pipe 1. The inner pipe 21 of the coupling member 2 has a fitting portion 212 that leaves a gap (clearance) between the inner pipe 21 and the connection portion 151 of the buried pipe 1 when the connection portion 151 is fitted. This allows the buried pipe 1 to be tilted to a certain angle relative to the coupling member 2 while remaining connected to the coupling member 2. Therefore, according to the connection structure 3 for the buried pipe 1 according to this embodiment, even if there is a bent section in the pipeline L, as shown in Figure 4, the buried pipeline can be adequately protected without installing a protective structure outside the pipeline L.

このような埋設管の連結構造3を構成する埋設管1iについて、図5A~図5Cを参照して説明する。図5Aは、複数の内管11が一体成型されてなる内管構造部15の一例を示す斜視図である。図5Bは、図5Aの内管構造部15の側面図である。図5Cは、図5Aの内管構造部15のA-Aにおける断面図である。 The buried pipe 1i that constitutes such a buried pipe connection structure 3 will be described with reference to Figures 5A to 5C. Figure 5A is a perspective view showing an example of an inner pipe structure 15 formed by integrally molding multiple inner pipes 11. Figure 5B is a side view of the inner pipe structure 15 of Figure 5A. Figure 5C is a cross-sectional view of the inner pipe structure 15 of Figure 5A taken along line A-A.

図5A及び図5Cが示すように、埋設管1iにおいては、3つの内管11が一体成型されて内管構造部15を構成している。図5Cに示すように、内管構造部15の周囲には、内管構造部15の外表面T3に接する部分を有する内表面T2を備えた外管12、及び、内管構造部15の外表面T3と外管12の内表面T2とによって区画される空間に設けられた防護部材13が設けられる。すなわち、埋設管1iは、このような内管構造部15、外管12、及び防護部材13を備える。図5B及び図5Cが示すように、内管構造部15は、内管本体部155の両端に、複数の部材を接合する継手部材2に接続可能な接続部151を備える。外管12及び防護部材13は、内管本体部155の周囲に設けられる。As shown in Figures 5A and 5C, in buried pipe 1i, three inner pipes 11 are integrally molded to form the inner pipe structure 15. As shown in Figure 5C, an outer pipe 12 having an inner surface T2 that contacts the outer surface T3 of the inner pipe structure 15 is provided around the inner pipe structure 15, and a protective member 13 is provided in the space defined by the outer surface T3 of the inner pipe structure 15 and the inner surface T2 of the outer pipe 12. In other words, buried pipe 1i comprises such an inner pipe structure 15, outer pipe 12, and protective member 13. As shown in Figures 5B and 5C, inner pipe structure 15 has connection portions 151 at both ends of inner pipe main body 155 that can be connected to coupling members 2 that join multiple components. The outer pipe 12 and protective member 13 are provided around the inner pipe main body 155.

各接続部151は、複数の内管11の中空部分111と連通する中空部分154を有する。接続部151の外表面T3には、図6A~図6Cを参照して後述する継手部材2の内管21が嵌め込まれた場合に、継手部材2の内管21に設けられた嵌合部212と略係合する凹凸構造152が設けられている。凹凸構造152は、継手部材2の内管21が嵌め込まれた場合に、嵌合部212との間ですき間を生じるような構造を有する。接続部151は、継手部材2の内管21が嵌め込まれた場合に継手部材2を受け止めてそれ以上の進行を妨げる部材153を備える。 Each connection portion 151 has a hollow portion 154 that communicates with the hollow portions 111 of the multiple inner pipes 11. The outer surface T3 of the connection portion 151 is provided with a concave-convex structure 152 that substantially engages with a fitting portion 212 provided on the inner pipe 21 of the coupling member 2 when the inner pipe 21 of the coupling member 2, described below with reference to Figures 6A to 6C, is fitted into the connection portion 151. The concave-convex structure 152 is structured to create a gap between the fitting portion 212 and the inner pipe 21 of the coupling member 2 when the inner pipe 21 of the coupling member 2 is fitted into the connection portion 151. The connection portion 151 is provided with a member 153 that receives the inner pipe 21 of the coupling member 2 and prevents further movement when the inner pipe 21 of the coupling member 2 is fitted into the connection portion 151.

次に、埋設管1iを連結する継手部材2について、図6A~図6Cを参照して説明する。図6Aは、継手部材2の内管21の一例を示す斜視図である。図6Bは、図6Aの継手部材2の内管21の正面図である。図6Cは、図6Bの継手部材2の内管21のB-Bにおける断面図である。図6Bが示すように、埋設管1を接合する継手部材2は、内管21、外管22、及び防護部材23を備える。 Next, the joint member 2 that connects the buried pipe 1i will be described with reference to Figures 6A to 6C. Figure 6A is a perspective view showing an example of the inner pipe 21 of the joint member 2. Figure 6B is a front view of the inner pipe 21 of the joint member 2 of Figure 6A. Figure 6C is a cross-sectional view of the inner pipe 21 of the joint member 2 of Figure 6B at B-B. As shown in Figure 6B, the joint member 2 that joins the buried pipe 1 comprises an inner pipe 21, an outer pipe 22, and a protective member 23.

内管21は、埋設管1の接続部151と嵌合可能な中空部分211を有する管状部材である。外管22は、内管21及び防護部材23を収容する管状部材である。図6Bに示すように、外管22は、内管21の外表面T4に接する部分を有する内表面T5を備える。内管21及び外管22は、いずれも任意の材料により構成することができる。例えば、内管21及び外管22は、炭酸カルシウムを含有した硬質塩化ビニル、ポリエチレン、ポリプロピレン、ABS(アクリロニトリル・ブタジエンゴム・スチレン)等の合成樹脂材料、又は鋼を含む金属等の材料により構成してもよい。 The inner pipe 21 is a tubular member having a hollow portion 211 that can fit into the connection portion 151 of the buried pipe 1. The outer pipe 22 is a tubular member that houses the inner pipe 21 and the protective member 23. As shown in FIG. 6B, the outer pipe 22 has an inner surface T5 that contacts the outer surface T4 of the inner pipe 21. Both the inner pipe 21 and the outer pipe 22 can be made of any material. For example, the inner pipe 21 and the outer pipe 22 may be made of synthetic resin materials such as calcium carbonate-containing rigid polyvinyl chloride, polyethylene, polypropylene, and ABS (acrylonitrile butadiene rubber styrene), or metals including steel.

防護部材23は、内管21の外表面T4と、外管22の内表面T5とによって区画される空間に設けられる部材である。防護部材23の強度は内管21及び外管22よりも高い。防護部材23は、強度が高い任意の素材により構成され、例えば、ホウ化チタン等のセラミック、又は、タングステン等により構成されてもよい。このように、内管21及び外管22よりも強度が高い防護部材23を内管21の外表面T4に接する空間に設けることで、仮に継手部材2にカッター等の掘削機械等が接触したとしても、内管21に収容されたケーブル9を防護することができる。したがって、継手部材2の部分においても、埋設管路を適切に防護することが可能である。また、埋設管1と同様に、継手部材2の防護部材23は、内管21の外表面T4と、外管22の内表面T5とによって区画される空間に閉じ込められるため、仮に、防護部材23が割れたとしても、その防護部材23の飛散による防護性能の低下を防ぐことができる。 The protective member 23 is a member provided in the space defined by the outer surface T4 of the inner pipe 21 and the inner surface T5 of the outer pipe 22. The strength of the protective member 23 is greater than that of the inner pipe 21 and the outer pipe 22. The protective member 23 may be made of any high-strength material, such as a ceramic such as titanium boride, or tungsten. By providing the protective member 23, which is stronger than the inner pipe 21 and the outer pipe 22, in the space adjacent to the outer surface T4 of the inner pipe 21, the cable 9 housed in the inner pipe 21 can be protected even if an excavation machine such as a cutter comes into contact with the joint member 2. Therefore, the buried pipeline can be adequately protected even in the joint member 2 area. Furthermore, similar to the buried pipe 1, the protective member 23 of the joint member 2 is confined in a space partitioned by the outer surface T4 of the inner pipe 21 and the inner surface T5 of the outer pipe 22, so even if the protective member 23 is cracked, it is possible to prevent a decrease in protective performance due to the protective member 23 flying off.

また、埋設管1と同様に、継手部材2の内管21及び外管22は、それぞれ別個に成形され、内管21を防護部材23と共に外管22内に収容することで埋設管1aを構成してもよい。あるいは、内管21及び外管22を一体成型し、内管21の外表面T4と外管22の内表面T5との間に防護部材23を挿入することで継手部材2を構成してもよい。このように予め内管21及び外管22を一体成型してから防護部材23を挿入して継手部材2を構成する施工の手法は、内管21及び外管22の材料となる樹脂により防護部材23を覆うことで継手部材2を構成する手法よりも施工が容易である。 Furthermore, similar to the buried pipe 1, the inner pipe 21 and outer pipe 22 of the joint member 2 may be molded separately, and the inner pipe 21, together with the protective member 23, may be housed within the outer pipe 22 to form the buried pipe 1a. Alternatively, the inner pipe 21 and outer pipe 22 may be molded as a single unit, and the protective member 23 may be inserted between the outer surface T4 of the inner pipe 21 and the inner surface T5 of the outer pipe 22 to form the joint member 2. This construction method of molding the inner pipe 21 and outer pipe 22 as a single unit beforehand and then inserting the protective member 23 to form the joint member 2 is easier to construct than the construction method of forming the joint member 2 by covering the protective member 23 with the resin that is the material for the inner pipe 21 and outer pipe 22.

また、図6Bは、防護部材23が、内管21の外表面T4と、外管22の内表面T5とによって区画される空間を充填する形状を有する例を示しているが、埋設管1と同様に、継手部材2の防護部材23の形状は任意である。例えば、継手部材2の防護部材は、図3A~図3Eを参照して説明した、埋設管1の防護部材13と同様の形状を備えてもよい。 Furthermore, Figure 6B shows an example in which the protective member 23 has a shape that fills the space defined by the outer surface T4 of the inner pipe 21 and the inner surface T5 of the outer pipe 22, but as with the buried pipe 1, the protective member 23 of the joint member 2 may have any shape. For example, the protective member of the joint member 2 may have a shape similar to that of the protective member 13 of the buried pipe 1 described with reference to Figures 3A to 3E.

図6A~図6Cに示すように、継手部材2は、内管21の内表面S6に嵌合部212を有する。嵌合部212は、内管21の中空部分211に埋設管1の接続部151が嵌合された場合に接続部151の凹凸構造152と略係合する。ここで、嵌合部212は、埋設管1の接続部151が嵌合された場合に接続部151の凹凸構造152との間にすき間があるような構造を有する。そのため、埋設管1は、継手部材2と接続したまま、継手部材2に対して一定の角度まで傾けることができる。 As shown in Figures 6A to 6C, the coupling member 2 has a fitting portion 212 on the inner surface S6 of the inner pipe 21. The fitting portion 212 approximately engages with the uneven structure 152 of the connection portion 151 when the connection portion 151 of the buried pipe 1 is fitted into the hollow portion 211 of the inner pipe 21. Here, the fitting portion 212 has a structure such that when the connection portion 151 of the buried pipe 1 is fitted, there is a gap between the fitting portion 212 and the uneven structure 152 of the connection portion 151. Therefore, the buried pipe 1 can be tilted up to a certain angle relative to the coupling member 2 while remaining connected to the coupling member 2.

図7は、2つの(埋設管1の)内管構造部15を、継手部材2の内管25により接続した例を示す図である。図7では、埋設管1の外管12及び防護部材13、並びに、継手部材2の外管22及び防護部材23は省略している。図7に示すように、埋設管1の接続部151と継手部材2の内管25との間にすき間を設けることで、埋設管1の連結構造3は、屈曲することができる。 Figure 7 shows an example in which two inner pipe structure portions 15 (of buried pipes 1) are connected by the inner pipe 25 of the joint member 2. In Figure 7, the outer pipe 12 and protective member 13 of the buried pipe 1, and the outer pipe 22 and protective member 23 of the joint member 2 are omitted. As shown in Figure 7, by providing a gap between the connection portion 151 of the buried pipe 1 and the inner pipe 25 of the joint member 2, the connection structure 3 of the buried pipe 1 can be bent.

(埋設管の設置方法)
図8A及び図8Bは、複数の埋設管が継手部材により接続されてなる埋設管1の連結構造3を地中の管路Lに配置した様子の一例を示す模式図である。図8A及び図8Bの例では、マンホール60a,60bの間に管路Lが設置されている。図8A及び図8Bは、マンホール60a,60b付近では、管路Lと地表Gとの間に十分な距離があるが、途中で管路Lと地表Gとの間の距離が小さい浅層区間が存在する例を示している。このような状況において、埋設管1の連結構造3を浅層区間に設置する手法には、浅層区間付近を開削する手法と、マンホール60(60a,60b)から連結構造3を押し込む手法がある。
(Method of installing buried pipes)
8A and 8B are schematic diagrams showing an example of a state in which a connection structure 3 for buried pipes 1, which is formed by connecting multiple buried pipes with coupling members, is disposed in an underground pipeline L. In the example of FIGS. 8A and 8B, the pipeline L is installed between manholes 60a and 60b. FIGS. 8A and 8B show an example in which there is a sufficient distance between the pipeline L and the ground surface G near the manholes 60a and 60b, but there is a shallow section along the way where the distance between the pipeline L and the ground surface G is small. In such a situation, methods for installing the connection structure 3 for buried pipes 1 in the shallow section include a method of excavating the area near the shallow section and a method of pushing the connection structure 3 through the manholes 60 (60a, 60b).

図8Aは、管路Lの浅層区間に対し、地面を開削して管路Lの浅層区間を露出させ、露出した管路Lの開口部L1から埋設管の連結構造3を挿入することで、埋設管を設置する様子を示している。 Figure 8A shows the process of installing a buried pipe by excavating the ground to expose the shallow section of the pipeline L and inserting the buried pipe connecting structure 3 through the opening L1 of the exposed pipeline L.

図8Bは、このような地面の開削を伴わずに、埋設管1を設置する様子を示している。図8Bでは、マンホール60aの開口部61aから、予め継手部材2により連結された埋設管1を押し込んで設置する様子を示している。このように、マンホール60(60a,60b)から埋設管の連結構造を押し込んで設置する場合、連結構造が設けられる管路Lには、管路Lと地表Gとの距離が十分あり、防護構造を設ける必要性が高くない部分も含まれることもあり得る。そこで、図8Bのように、管路Lと地表Gとの距離に応じて、防護構造を有する埋設管の連結構造3(防護部材13,23あり)と防護構造を有しない埋設管の連結構造4(防護部材13,23なし)を組み合わせて、管路Lに連結構造を設置してもよい。このように、防護構造の必要に応じて、防護構造を有する埋設管の連結構造3と防護構造を有しない埋設管の連結構造4を組み合わせて設置することで、一般に高価な防護部材13,23の使用量を削減し、設置コストを低減することが可能である。 Figure 8B shows how buried pipe 1 is installed without excavating the ground. Figure 8B shows how buried pipe 1, previously connected by coupling member 2, is pushed into manhole 60a through opening 61a. When installing buried pipe connection structures by pushing them through manhole 60 (60a, 60b) in this way, the pipeline L on which the connection structure is installed may have a sufficient distance between the pipeline L and the ground surface G, and may include sections where a protective structure is not highly necessary. Therefore, as shown in Figure 8B, a buried pipe connection structure 3 with a protective structure (with protective members 13, 23) and a buried pipe connection structure 4 without a protective structure (without protective members 13, 23) may be combined to install the connection structure on pipeline L, depending on the distance between the pipeline L and the ground surface G. In this way, by combining and installing a buried pipe connecting structure 3 with a protective structure and a buried pipe connecting structure 4 without a protective structure depending on the need for the protective structure, it is possible to reduce the amount of protective materials 13, 23 used, which are generally expensive, and reduce installation costs.

図9は、埋設管1を管路Lに設置する手順を示すフローチャートである。各ステップの処理は、作業者により実行されてもよい。 Figure 9 is a flowchart showing the procedure for installing buried pipe 1 in pipeline L. The processing of each step may be performed by a worker.

ステップS1において、管路Lが敷設される状況に応じて、防護構造を有する埋設管(第1の埋設管)と防護構造を有しない埋設管(第2の埋設管)とを組み合わせて、埋設管の連結構造を構成する。防護構造を有する埋設管は、図1~図3E等を参照して説明した埋設管1である。防護構造を有しない埋設管は、ケーブル9を収容可能な中空部分を有する複数の内管を備える。例えば、防護構造を有しない埋設管は、埋設管1から、防護部材13を取り除いた構成としてもよい。防護構造を有する埋設管及び防護構造を有しない埋設管は、継手部材2により連結されてもよい。ただし、防護構造を有しない埋設管の連結構造4においては、防護部材23を含まない継手部材により接続されてもよい。防護構造を有する埋設管及び防護構造を有しない埋設管の組合せは、管路Lと地表Gとの距離等に基づき、地中に埋設された管路Lにおける防護構造の必要性等の状況に応じて、決定されてもよい。In step S1, a buried pipe connection structure is constructed by combining a buried pipe with a protective structure (first buried pipe) and a buried pipe without a protective structure (second buried pipe) depending on the situation in which the pipeline L is laid. The buried pipe with a protective structure is the buried pipe 1 described with reference to Figures 1 to 3E, etc. The buried pipe without a protective structure includes multiple inner pipes with hollow portions capable of accommodating cables 9. For example, the buried pipe without a protective structure may be configured by removing the protective member 13 from the buried pipe 1. The buried pipe with a protective structure and the buried pipe without a protective structure may be connected by a joint member 2. However, in the connection structure 4 for buried pipes without a protective structure, they may be connected by a joint member that does not include the protective member 23. The combination of buried pipes with protective structures and buried pipes without protective structures may be determined based on the distance between the pipeline L and the ground surface G, etc., and depending on the situation, such as the need for protective structures in the pipeline L buried underground.

ステップS2において、ステップS1で構成した連結構造を、管路Lの開口部から挿入して設置する。例えば、マンホール60aの開口部61aから、防護構造を有する埋設管の連結構造3と防護構造を有しない埋設管の連結構造4とを連結したものを挿入してもよい。そして、フローチャートの処理を終了する。 In step S2, the connecting structure constructed in step S1 is inserted and installed through the opening of the pipeline L. For example, a connecting structure 3 for buried pipes with a protective structure and a connecting structure 4 for buried pipes without a protective structure may be inserted through the opening 61a of the manhole 60a. The processing of the flowchart then ends.

本開示は上述の実施形態に限定されるものではない。フローチャートに記載の複数のステップは、記述に従って時系列に実行する代わりに、各ステップを実行する装置の処理能力に応じて、又は必要に応じて、並列的に又は異なる順序で実行されてもよい。その他、本開示の趣旨を逸脱しない範囲での変更が可能である。 The present disclosure is not limited to the above-described embodiments. Instead of executing the steps described in the flowcharts in chronological order as described, the steps may be executed in parallel or in a different order depending on the processing capabilities of the device executing each step, or as needed. Other modifications are possible without departing from the spirit of the present disclosure.

以上の実施形態に関し、更に以下の付記を開示する。 The following notes are further disclosed regarding the above embodiments.

(付記項1)
ケーブルを収容可能な中空部分を有する複数の内管と、
前記複数の内管を収容し、前記複数の内管の各々の外表面に接する部分を有する内表面を備えた外管と、
前記複数の内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、
を備え、
前記防護部材の強度は前記複数の内管及び前記外管よりも高い、
埋設管。
(付記項2)
前記複数の内管及び前記外管は一体成型される、付記項1に記載の埋設管。
(付記項3)
前記防護部材は、前記複数の内管の外表面と、前記外管の内表面とによって区画される空間を充填する形状を有する、付記項1又は2に記載の埋設管。
(付記項4)
前記防護部材は、アーチ型形状、五角形、L字形状、棒状、又は、円形状の断面を有する、付記項1又は2に記載の埋設管。
(付記項5)
複数の部材を接合する継手部材に接続可能な、前記複数の内管の前記中空部分と連通する中空部分を有する接続部を更に備える、付記項1から4のいずれか一項に記載の埋設管。
(付記項6)
埋設管を接合する継手部材であって、
前記埋設管の接続部と嵌合可能な中空部分を有する内管と、
前記内管を収容し、前記内管の外表面に接する部分を有する内表面を備えた外管と、
前記内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、
を備え、
前記防護部材の強度は前記内管及び前記外管よりも高く、
前記内管は、前記接続部が嵌合された場合に前記接続部との間にすき間があるような嵌合部を有する、
継手部材。
(付記項7)
埋設管と、前記埋設管を接合する継手部材とを備える埋設管の連結構造であって、
前記埋設管は、
ケーブルを収容可能な中空部分を有する複数の第1の内管と、
前記複数の第1の内管を収容し、前記複数の第1の内管の各々の外表面に接する部分を有する内表面を備えた第1の外管と、
前記複数の第1の内管の外表面と、前記第1の外管の内表面とによって区画される空間に設けられた第1の防護部材と、
前記継手部材に接続可能な、前記複数の第1の内管の前記中空部分と連通する中空部分を有する接続部と、
を備え、
前記第1の防護部材の強度は前記複数の第1の内管及び前記第1の外管よりも高く、
前記継手部材は、
前記埋設管の前記接続部と嵌合可能な中空部分を有する第2の内管と、
前記第2の内管を収容し、前記第2の内管の外表面に接する部分を有する内表面を備えた第2の外管と、
前記第2の内管の外表面と、前記第2の外管の内表面とによって区画される空間に設けられた第2の防護部材と、
を備え、
前記第2の防護部材の強度は前記第2の内管及び前記第2の外管よりも高く、
前記第2の内管は、前記接続部が嵌合された場合に前記接続部との間にすき間があるような嵌合部を有する、
埋設管の連結構造。
(付記項8)
第1の埋設管であって、ケーブルを収容可能な中空部分を有する複数の第1の内管と、前記複数の第1の内管を収容し、前記複数の第1の内管の各々の外表面に接する部分を有する内表面を備えた外管と、前記複数の第1の内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、を備え、前記防護部材の強度は前記複数の第1の内管及び前記外管よりも高い、第1の埋設管と、
前記ケーブルを収容可能な中空部分を有する複数の第2の内管を備える第2の埋設管と、
を、地中に埋設された管路の状況に合わせて連結し、前記管路の開口部から挿入する、埋設管の設置方法。
(Additional note 1)
a plurality of inner tubes each having a hollow portion capable of accommodating a cable;
an outer tube containing the plurality of inner tubes and having an inner surface with a portion in contact with the outer surface of each of the plurality of inner tubes;
a protective member provided in a space defined by the outer surfaces of the inner pipes and the inner surface of the outer pipe;
Equipped with
The strength of the protective member is greater than that of the plurality of inner pipes and the outer pipe.
Buried pipe.
(Additional note 2)
The buried pipe according to claim 1, wherein the plurality of inner pipes and the outer pipe are integrally molded.
(Additional note 3)
3. The buried pipe according to claim 1, wherein the protective member has a shape that fills a space defined by the outer surfaces of the plurality of inner pipes and the inner surface of the outer pipe.
(Additional note 4)
3. The buried pipe according to claim 1 or 2, wherein the protective member has an arch-shaped, pentagonal, L-shaped, rod-shaped, or circular cross section.
(Additional note 5)
5. The buried pipe according to any one of claims 1 to 4, further comprising a connecting portion having a hollow portion that communicates with the hollow portions of the plurality of inner pipes and that can be connected to a joint member that joins a plurality of members.
(Additional note 6)
A joint member for joining buried pipes,
an inner pipe having a hollow portion that can be fitted into the connection portion of the buried pipe;
an outer tube containing the inner tube and having an inner surface with a portion in contact with the outer surface of the inner tube;
a protective member provided in a space defined by an outer surface of the inner pipe and an inner surface of the outer pipe;
Equipped with
The strength of the protective member is greater than that of the inner pipe and the outer pipe,
the inner pipe has a fitting portion that has a gap between it and the connecting portion when the connecting portion is fitted to the inner pipe;
Joint material.
(Supplementary Note 7)
A buried pipe connection structure comprising a buried pipe and a joint member that joins the buried pipe,
The buried pipe is
a plurality of first inner tubes each having a hollow portion capable of accommodating a cable;
a first outer tube that houses the plurality of first inner tubes and has an inner surface having a portion that contacts the outer surface of each of the plurality of first inner tubes;
a first protective member provided in a space defined by outer surfaces of the plurality of first inner tubes and an inner surface of the first outer tube;
a connecting portion connectable to the coupling member and having a hollow portion communicating with the hollow portions of the plurality of first inner pipes;
Equipped with
the first protective member has a strength greater than that of the plurality of first inner tubes and the first outer tube;
The coupling member is
a second inner pipe having a hollow portion that can be fitted into the connection portion of the buried pipe;
a second outer tube containing the second inner tube and having an inner surface with a portion in contact with the outer surface of the second inner tube;
a second protective member provided in a space defined by an outer surface of the second inner tube and an inner surface of the second outer tube;
Equipped with
the second protective member has a strength greater than that of the second inner pipe and the second outer pipe;
the second inner pipe has a fitting portion that has a gap between it and the connecting portion when the connecting portion is fitted thereto;
Buried pipe connection structure.
(Supplementary Note 8)
a first buried pipe comprising: a plurality of first inner pipes each having a hollow portion capable of accommodating a cable; an outer pipe accommodating the plurality of first inner pipes and having an inner surface having a portion in contact with the outer surface of each of the plurality of first inner pipes; and a protective member provided in a space defined by the outer surfaces of the plurality of first inner pipes and the inner surface of the outer pipe, wherein the strength of the protective member is greater than that of the plurality of first inner pipes and the outer pipe;
a second buried pipe including a plurality of second inner pipes each having a hollow portion capable of accommodating the cable;
The method for installing buried pipes comprises connecting the above-mentioned pipes to the pipes buried underground in accordance with their conditions and inserting them through the opening of the pipes.

1(1a~1i) 埋設管
11 内管
111 中空部分
12 外管
13,13a~13e 防護部材
15 内管構造部
151 接続部
152 凹凸構造
153 部材
154 中空部分
155 内管本体部
18 領域
19 領域
2 継手部
21 内管
212 嵌合部
22 外管
23 防護部材
252 凹凸部
3,4 埋設管の連結構造
9 ケーブル
60a,60b マンホール
61a,61b 開口部
G 地表
L 管路
L1 開口部
T1,T3,T4 外表面
T2,T5,T6 内表面
1 (1a to 1i) Buried pipe 11 Inner pipe 111 Hollow part 12 Outer pipe 13, 13a to 13e Protective member 15 Inner pipe structure part 151 Connection part 152 Uneven structure 153 Member 154 Hollow part 155 Inner pipe main body part 18 Region 19 Region 2 Joint part 21 Inner pipe 212 Fitting part 22 Outer pipe 23 Protective member 252 Uneven parts 3, 4 Buried pipe connection structure 9 Cables 60a, 60b Manholes 61a, 61b Opening G Ground surface L Pipeline L1 Openings T1, T3, T4 Outer surface T2, T5, T6 Inner surface

Claims (8)

ケーブルを収容可能な中空部分を有する複数の内管と、
前記複数の内管を収容し、前記複数の内管の各々の外表面に接する部分を有する内表面を備えた外管と、
前記複数の内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、
を備え、
前記防護部材の強度は前記複数の内管及び前記外管よりも高い、
埋設管。
a plurality of inner tubes each having a hollow portion capable of accommodating a cable;
an outer tube containing the plurality of inner tubes and having an inner surface with a portion in contact with the outer surface of each of the plurality of inner tubes;
a protective member provided in a space defined by the outer surfaces of the inner pipes and the inner surface of the outer pipe;
Equipped with
The strength of the protective member is greater than that of the plurality of inner pipes and the outer pipe.
Buried pipe.
前記複数の内管及び前記外管は一体成型される、請求項1に記載の埋設管。 The buried pipe described in claim 1, wherein the multiple inner pipes and the outer pipe are integrally molded. 前記防護部材は、前記複数の内管の外表面と、前記外管の内表面とによって区画される空間を充填する形状を有する、請求項1に記載の埋設管。 A buried pipe as described in claim 1, wherein the protective member has a shape that fills the space defined by the outer surfaces of the multiple inner pipes and the inner surface of the outer pipe. 前記防護部材は、アーチ型形状、五角形、L字形状、棒状、又は、円形状の断面を有する、請求項1に記載の埋設管。 The buried pipe described in claim 1, wherein the protective member has an arch-shaped, pentagonal, L-shaped, rod-shaped, or circular cross-section. 複数の部材を接合する継手部材に接続可能な、前記複数の内管の前記中空部分と連通する中空部分を有する接続部を更に備える、請求項1に記載の埋設管。 The buried pipe described in claim 1 further comprises a connecting portion having a hollow portion that communicates with the hollow portions of the multiple inner pipes and that can be connected to a joint member that joins multiple members. 埋設管を接合する継手部材であって、
前記埋設管の接続部と嵌合可能な中空部分を有する内管と、
前記内管を収容し、前記内管の外表面に接する部分を有する内表面を備えた外管と、
前記内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、
を備え、
前記防護部材の強度は前記内管及び前記外管よりも高く、
前記内管は、前記接続部が嵌合された場合に前記接続部との間にすき間があるような嵌合部を有する、
継手部材。
A joint member for joining buried pipes,
an inner pipe having a hollow portion that can be fitted into the connection portion of the buried pipe;
an outer tube containing the inner tube and having an inner surface with a portion in contact with the outer surface of the inner tube;
a protective member provided in a space defined by an outer surface of the inner pipe and an inner surface of the outer pipe;
Equipped with
The strength of the protective member is greater than that of the inner pipe and the outer pipe,
the inner pipe has a fitting portion that has a gap between it and the connecting portion when the connecting portion is fitted to the inner pipe;
Joint material.
埋設管と、前記埋設管を接合する継手部材とを備える埋設管の連結構造であって、
前記埋設管は、
ケーブルを収容可能な中空部分を有する複数の第1の内管と、
前記複数の第1の内管を収容し、前記複数の第1の内管の各々の外表面に接する部分を有する内表面を備えた第1の外管と、
前記複数の第1の内管の外表面と、前記第1の外管の内表面とによって区画される空間に設けられた第1の防護部材と、
前記継手部材に接続可能な、前記複数の第1の内管の前記中空部分と連通する中空部分を有する接続部と、
を備え、
前記第1の防護部材の強度は前記複数の第1の内管及び前記第1の外管よりも高く、
前記継手部材は、
前記埋設管の前記接続部と嵌合可能な中空部分を有する第2の内管と、
前記第2の内管を収容し、前記第2の内管の外表面に接する部分を有する内表面を備えた第2の外管と、
前記第2の内管の外表面と、前記第2の外管の内表面とによって区画される空間に設けられた第2の防護部材と、
を備え、
前記第2の防護部材の強度は前記第2の内管及び前記第2の外管よりも高く、
前記第2の内管は、前記接続部が嵌合された場合に前記接続部との間にすき間があるような嵌合部を有する、
埋設管の連結構造。
A buried pipe connection structure comprising a buried pipe and a joint member that joins the buried pipe,
The buried pipe is
a plurality of first inner tubes each having a hollow portion capable of accommodating a cable;
a first outer tube that houses the plurality of first inner tubes and has an inner surface having a portion that contacts the outer surface of each of the plurality of first inner tubes;
a first protective member provided in a space defined by outer surfaces of the plurality of first inner tubes and an inner surface of the first outer tube;
a connecting portion connectable to the coupling member and having a hollow portion communicating with the hollow portions of the plurality of first inner pipes;
Equipped with
the first protective member has a strength greater than that of the plurality of first inner tubes and the first outer tube;
The coupling member is
a second inner pipe having a hollow portion that can be fitted into the connection portion of the buried pipe;
a second outer tube containing the second inner tube and having an inner surface with a portion in contact with the outer surface of the second inner tube;
a second protective member provided in a space defined by an outer surface of the second inner tube and an inner surface of the second outer tube;
Equipped with
the second protective member has a strength greater than that of the second inner pipe and the second outer pipe;
the second inner pipe has a fitting portion that has a gap between it and the connecting portion when the connecting portion is fitted thereto;
Buried pipe connection structure.
第1の埋設管であって、ケーブルを収容可能な中空部分を有する複数の第1の内管と、前記複数の第1の内管を収容し、前記複数の第1の内管の各々の外表面に接する部分を有する内表面を備えた外管と、前記複数の第1の内管の外表面と、前記外管の内表面とによって区画される空間に設けられた防護部材と、を備え、前記防護部材の強度は前記複数の第1の内管及び前記外管よりも高い、第1の埋設管と、
前記ケーブルを収容可能な中空部分を有する複数の第2の内管を備える第2の埋設管と、
を、地中に埋設された管路の状況に合わせて連結し、前記管路の開口部から挿入する、埋設管の設置方法。

a first buried pipe comprising: a plurality of first inner pipes each having a hollow portion capable of accommodating a cable; an outer pipe accommodating the plurality of first inner pipes and having an inner surface having a portion in contact with the outer surface of each of the plurality of first inner pipes; and a protective member provided in a space defined by the outer surfaces of the plurality of first inner pipes and the inner surface of the outer pipe, wherein the strength of the protective member is greater than that of the plurality of first inner pipes and the outer pipe;
a second buried pipe including a plurality of second inner pipes each having a hollow portion capable of accommodating the cable;
The method for installing buried pipes comprises connecting the above-mentioned pipes to the pipes buried underground in accordance with their conditions and inserting them through the opening of the pipes.

JP2024542485A 2022-08-23 2022-08-23 Buried pipe, joint member, buried pipe connection structure, and buried pipe installation method Active JP7730073B2 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2022/031774 WO2024042622A1 (en) 2022-08-23 2022-08-23 Underground pipe, joint member, coupling structure for underground pipe, and method for installing underground pipe

Publications (2)

Publication Number Publication Date
JPWO2024042622A1 JPWO2024042622A1 (en) 2024-02-29
JP7730073B2 true JP7730073B2 (en) 2025-08-27

Family

ID=90012740

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2024542485A Active JP7730073B2 (en) 2022-08-23 2022-08-23 Buried pipe, joint member, buried pipe connection structure, and buried pipe installation method

Country Status (2)

Country Link
JP (1) JP7730073B2 (en)
WO (1) WO2024042622A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025262799A1 (en) * 2024-06-18 2025-12-26 Ntt株式会社 Protector and method for repairing protector

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008245341A (en) 2007-03-23 2008-10-09 Chugoku Electric Power Co Inc:The Cable protective tube, and protective tube connecting member

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09130951A (en) * 1995-10-31 1997-05-16 Furukawa Electric Co Ltd:The Tube base and perforated pipe
JP4364568B2 (en) * 2003-07-15 2009-11-18 アイレック技建株式会社 Pipe line forming method and pipe line structure
US20230238791A1 (en) * 2020-10-07 2023-07-27 Nippon Telegraph And Telephone Corporation Protection member and protection method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008245341A (en) 2007-03-23 2008-10-09 Chugoku Electric Power Co Inc:The Cable protective tube, and protective tube connecting member

Also Published As

Publication number Publication date
WO2024042622A1 (en) 2024-02-29
JPWO2024042622A1 (en) 2024-02-29

Similar Documents

Publication Publication Date Title
JP7787439B2 (en) Buried pipes and methods for protecting them
JP7730073B2 (en) Buried pipe, joint member, buried pipe connection structure, and buried pipe installation method
JPH09105479A (en) Underground pipeline
JP5350195B2 (en) Pipe installation method and pipe
JP3505399B2 (en) Pipe introduction wall assembly member for underground container
JP4184896B2 (en) Piping structure
JPH10229618A (en) Apparatus and method for burying cable tube underground
WO2025057381A1 (en) Protective article
JP2949271B2 (en) Underground cable laying method
KR102364732B1 (en) Cable installing pipe line
JP3505377B2 (en) Pipe material for cable installation
KR200236601Y1 (en) united ducts structure for things layed underground
JP6578256B2 (en) Repair method of cable for direct burial
JP7417436B2 (en) hexagonal segment
US20010039965A1 (en) Device and method for protecting a subterrainian pipe from damage during excavation
JP4269572B2 (en) Protective member for underground pipe
KR100389533B1 (en) united ducts structure for things layed underground
JP7393256B2 (en) Hexagonal segment with invert and joint structure of hexagonal segment
KR200498958Y1 (en) Protection device of underground wiring pipe
WO2025262799A1 (en) Protector and method for repairing protector
WO2025262796A1 (en) Protector
JP2848261B2 (en) Cable burial pipe
JP4142297B2 (en) Underground conduit
JP4279294B2 (en) Laying underground underground conduit
JP6744787B2 (en) Protecting device for buried pipes, cables, etc.

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20250110

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20250715

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20250728

R150 Certificate of patent or registration of utility model

Ref document number: 7730073

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150