JP2021078325A - Underground cable edging device and underground cable removal method - Google Patents

Underground cable edging device and underground cable removal method Download PDF

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JP2021078325A
JP2021078325A JP2019205700A JP2019205700A JP2021078325A JP 2021078325 A JP2021078325 A JP 2021078325A JP 2019205700 A JP2019205700 A JP 2019205700A JP 2019205700 A JP2019205700 A JP 2019205700A JP 2021078325 A JP2021078325 A JP 2021078325A
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underground cable
trough
underground
head
edging device
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JP7502735B2 (en
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貴幸 戸矢
Takayuki Toya
貴幸 戸矢
正浩 吉本
Masahiro Yoshimoto
正浩 吉本
倫海 足立
Rinkai Adachi
倫海 足立
正樹 椙島
Masaki Sugishima
正樹 椙島
晃 陶山
Akira Suyama
晃 陶山
修二 岩下
Shuji Iwashita
修二 岩下
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Life Line Co Ltd
Misakura Equipment Service Inc
Stec KK
Tokyo Electric Power Co Holdings Inc
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Life Line Co Ltd
Misakura Equipment Service Inc
Stec KK
Tokyo Electric Power Co Holdings Inc
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Abstract

To provide an underground cable edging device and an underground cable removal method that can efficiently cut edges of soil and an underground cable in a trough and suppress diffusion of oil in the underground cable even when oil in the underground cable leaks.SOLUTION: A underground cable edging device (edging device 100) according to the present invention that cuts edges of soil and an underground cable 14 in a trough 12 in order to remove the underground cable 14 passing through the trough 12 includes a head 110 having a cylindrical portion 112 through which the underground cable 14 is inserted, and a hollow rod 120 for propelling the head 110, and the head 110 injects air forward through the hollow rod 120.SELECTED DRAWING: Figure 1

Description

本発明は、トラフ内を通る地中ケーブルを撤去するためにトラフ内の土と地中ケーブルの縁切りを行う地中ケーブル縁切り装置、およびそれを用いた地中ケーブル撤去工法に関するものである。 The present invention relates to an underground cable edging device that cuts off the soil and the underground cable in the trough in order to remove the underground cable passing through the trough, and an underground cable removing method using the same.

近年、都市における景観への配慮や安全性という観点から地中配線の普及が進んでいる。地中配線では、地中にトラフや管路を埋設し、その内部に電力ケーブルや通信ケーブル等(以下、地中ケーブルと称する)を敷設する。地中ケーブルは、経年劣化した際や、不要になった際には撤去される。 In recent years, underground wiring has become widespread from the viewpoint of consideration for the landscape and safety in the city. In underground wiring, troughs and pipelines are buried in the ground, and power cables, communication cables, etc. (hereinafter referred to as underground cables) are laid inside the troughs and pipelines. Underground cables are removed when they deteriorate over time or when they are no longer needed.

例えば特許文献1では、トラフ内の地中ケーブルを撤去する電力ケーブル撤去工法が開示されている。特許文献1では、電力ケーブルが埋設されているトラフの一定長の両端箇所の地表面箇所から作業用立坑を掘削し、作業用立坑内において、撤去する電力ケーブルの両端を切断する。そして、高圧水を噴射することによってトラフ内の充填砂を崩した後に、トラフ内の電力ケーブルを引き抜いている。 For example, Patent Document 1 discloses a power cable removal method for removing an underground cable in a trough. In Patent Document 1, a work shaft is excavated from the ground surface at both ends of a trough in which a power cable is embedded, and both ends of the power cable to be removed are cut in the work shaft. Then, after breaking the filled sand in the trough by injecting high-pressure water, the power cable in the trough is pulled out.

特開2006−74939号公報Japanese Unexamined Patent Publication No. 2006-74939

トラフでは、地中ケーブルの周囲に埋設材(土や砂等)が充填されている。地中ケーブルは送電中に発熱する。このとき、埋設材は、放熱するための伝熱材として機能する。また発熱した地中ケーブルは昇温によって延びて蛇行しようとするが、このとき、埋設材は、蛇行を抑える支持部材としての役割も果たす。その一方で、埋設材は加熱されながら圧縮されるためトラフ内において固化してしまい、さらには固化した埋設材が地中ケーブルに固着してしまう。すると、摩擦抵抗が増加してしまい、地中ケーブルの引き抜きが難しくなる。 In troughs, buried materials (soil, sand, etc.) are filled around underground cables. Underground cables generate heat during power transmission. At this time, the buried material functions as a heat transfer material for dissipating heat. Further, the generated underground cable extends and tries to meander due to the temperature rise, and at this time, the buried material also serves as a support member for suppressing the meandering. On the other hand, since the buried material is compressed while being heated, it solidifies in the trough, and the solidified buried material sticks to the underground cable. Then, the frictional resistance increases, and it becomes difficult to pull out the underground cable.

そこで、トラフに敷設されている地中ケーブルを引き抜く際には、まずトラフ内の埋設材と地中ケーブルとの縁切り処理を行う。例えば特許文献1のように高圧水を噴射することによっても地中ケーブルと埋設材と縁切りすることができる。しかしながら、トラフ内に高圧水を噴射しながら排水を吸引する作業は、推進時間がかかるため、作業が長時間化してしまう。また地中ケーブルがOFケーブルであった場合、仮にケーブルの内部のオイルが漏れると、そのオイルが高圧水によって周囲に拡散してしまう。 Therefore, when pulling out the underground cable laid in the trough, first, the edge cutting process between the buried material in the trough and the underground cable is performed. For example, the underground cable and the buried material can be cut off by injecting high-pressure water as in Patent Document 1. However, the work of sucking the wastewater while injecting high-pressure water into the trough takes a long propulsion time, so that the work takes a long time. Further, when the underground cable is an OF cable, if the oil inside the cable leaks, the oil is diffused to the surroundings by the high pressure water.

本発明は、このような課題に鑑み、トラフ内の土と地中ケーブルの縁切り作業を効率的に行うことができ、且つ地中ケーブル内のオイルが万が一漏れてもその拡散を抑制することが可能な地中ケーブル縁切り装置、および地中ケーブル撤去工法を提供することを目的とする。 In view of such a problem, the present invention can efficiently perform the edge cutting work of the soil and the underground cable in the trough, and suppress the diffusion of the oil in the underground cable even if it should leak. It is an object of the present invention to provide a possible underground cable edging device and an underground cable removal method.

上記課題を解決するために、本発明にかかる地中ケーブル縁切り装置の代表的な構成は、トラフ内を通る地中ケーブルを撤去するためにトラフ内の土と地中ケーブルの縁切りを行う地中ケーブル縁切り装置において、地中ケーブルを挿通する円筒部を有するヘッドと、ヘッドを推進する中空ロッドと、を備え、ヘッドは、中空ロッドを介して前方にエアを噴射することを特徴とする。 In order to solve the above problems, a typical configuration of the underground cable edging device according to the present invention is to cut the soil and the underground cable in the trough in order to remove the underground cable passing through the trough. The cable edge cutting device includes a head having a cylindrical portion through which an underground cable is inserted, and a hollow rod for propelling the head, and the head is characterized in that air is injected forward through the hollow rod.

上記構成によれば、ヘッドから噴射されるエアによって、トラフ内の土と地中ケーブルとが縁切りされる。このとき、高圧水のような液体を用いないため、排水を回収する作業が不要となる。トラフ内の土と地中ケーブルの縁切り作業を効率的に行うことができる。また高圧水のような液体を用いないため、地中ケーブル内のオイルが万が一漏れることがあっても、その拡散を抑制することが可能となる。 According to the above configuration, the air injected from the head cuts off the soil in the trough and the underground cable. At this time, since a liquid such as high-pressure water is not used, the work of collecting wastewater becomes unnecessary. It is possible to efficiently cut the edges of soil and underground cables in the trough. Further, since a liquid such as high-pressure water is not used, even if the oil in the underground cable should leak, its diffusion can be suppressed.

上記ヘッドは、後方の斜め下方にもエアを噴射するとよい。これにより、縁切りによって剥離した土を地中ケーブルの下方に導くことができる。したがって、縁切りされた地中ケーブルの土への埋もれを好適に防ぐことが可能となる。 The head may also inject air diagonally downward behind. This makes it possible to guide the soil peeled off by edge cutting to the bottom of the underground cable. Therefore, it is possible to suitably prevent the underground cable that has been trimmed from being buried in the soil.

上記課題を解決するために、本発明にかかる地中ケーブル撤去工法の代表的な構成は、上述した地中ケーブル縁切り装置を用いて地中ケーブルと土を縁切りした後に地中ケーブルを引き抜くことを特徴とする。上述した地中ケーブル撤去用の削進管における技術的思想に対応する構成要素やその説明は、当該地中ケーブル撤去工法にも適用可能である。 In order to solve the above problems, a typical configuration of the underground cable removal method according to the present invention is to pull out the underground cable after cutting the underground cable and the soil using the above-mentioned underground cable edging device. It is a feature. The components and explanations corresponding to the technical idea of the underground cable removal pipe described above can also be applied to the underground cable removal method.

本発明によれば、トラフ内の土と地中ケーブルの縁切り作業を効率的に行うことができ、且つ地中ケーブル内のオイルが万が一漏れてもその拡散を抑制することが可能な地中ケーブル縁切り装置、および地中ケーブル撤去工法を提供することができる。 According to the present invention, the underground cable can efficiently perform the edge cutting work of the soil and the underground cable in the trough, and can suppress the diffusion of the oil in the underground cable even if it should leak. Edge cutting devices and underground cable removal methods can be provided.

本実施形態にかかる地中ケーブル縁切り装置を説明する図である。It is a figure explaining the underground cable edge cutting device which concerns on this embodiment. 本実施形態の地中ケーブル撤去工法を説明する図である。It is a figure explaining the underground cable removal method of this embodiment. 図2(b)のB−B断面図である。FIG. 2B is a sectional view taken along the line BB of FIG. 2B.

以下に添付図面を参照しながら、本発明の好適な実施形態について詳細に説明する。かかる実施形態に示す寸法、材料、その他具体的な数値等は、発明の理解を容易とするための例示に過ぎず、特に断る場合を除き、本発明を限定するものではない。なお、本明細書および図面において、実質的に同一の機能、構成を有する要素については、同一の符号を付することにより重複説明を省略し、また本発明に直接関係のない要素は図示を省略する。 Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The dimensions, materials, other specific numerical values, etc. shown in the embodiment are merely examples for facilitating the understanding of the invention, and do not limit the present invention unless otherwise specified. In the present specification and drawings, elements having substantially the same function and configuration are designated by the same reference numerals to omit duplicate description, and elements not directly related to the present invention are not shown. To do.

図1は、本実施形態にかかる地中ケーブル縁切り装置(以下、縁切り装置100と称する)を説明する図である。図1(a)は、縁切り装置100の全体図であり、図1(b)は、図1(a)のA方向からの断面図である。図1(b)に示すように、作業現場10では、路面の下の地中にトラフ12が埋設されていて、そのトラフ12の内部に地中ケーブル14が敷設されている。 FIG. 1 is a diagram illustrating an underground cable edge cutting device (hereinafter, referred to as an edge cutting device 100) according to the present embodiment. 1 (a) is an overall view of the edge cutting device 100, and FIG. 1 (b) is a cross-sectional view of FIG. 1 (a) from the A direction. As shown in FIG. 1 (b), at the work site 10, a trough 12 is buried in the ground under the road surface, and an underground cable 14 is laid inside the trough 12.

トラフ12内に埋設材18(例えば土)が充填されていることにより、地中ケーブル14の周囲は埋設材18によって被覆されている。トラフ12の上面には蓋16が設けられている。本実施形態の地中ケーブル撤去工法では、縁切り装置100によってトラフ12内の埋設材18である土と地中ケーブル14の縁切りを行い、トラフ12内を通る地中ケーブル14を撤去する。 Since the trough 12 is filled with the buried material 18 (for example, soil), the circumference of the underground cable 14 is covered with the buried material 18. A lid 16 is provided on the upper surface of the trough 12. In the underground cable removal method of the present embodiment, the soil and the underground cable 14 which are the buried material 18 in the trough 12 are trimmed by the edge cutting device 100, and the underground cable 14 passing through the trough 12 is removed.

図1(a)に示すように、本実施形態の縁切り装置は、ヘッド110および中空ロッド120を備える。ヘッド110は、地中ケーブル14を挿通する円筒部112、および円筒部112と中空ロッド120を連結する連結部114を有する。中空ロッド120は、連結部114を介して円筒部112に連結されていて、ヘッド110を推進する。 As shown in FIG. 1A, the edge cutting device of this embodiment includes a head 110 and a hollow rod 120. The head 110 has a cylindrical portion 112 through which the underground cable 14 is inserted, and a connecting portion 114 that connects the cylindrical portion 112 and the hollow rod 120. The hollow rod 120 is connected to the cylindrical portion 112 via the connecting portion 114 and propels the head 110.

詳細には、縁切り装置100の中空ロッド120には油圧シリンダ130が接続されている。油圧シリンダ130は、油圧コンプレッサ140によって推進力が付与され、かかる油圧シリンダ130によって縁切り装置100がトラフ12内を推進する。また縁切り装置100の中空ロッド120には、エアコンプレッサ150が接続されていて、このエアコンプレッサ150から縁切り装置100にエアが供給される。 Specifically, the hydraulic cylinder 130 is connected to the hollow rod 120 of the edge cutting device 100. A propulsive force is applied to the hydraulic cylinder 130 by the hydraulic compressor 140, and the edge cutting device 100 propels the inside of the trough 12 by the hydraulic cylinder 130. An air compressor 150 is connected to the hollow rod 120 of the edge cutting device 100, and air is supplied from the air compressor 150 to the edge cutting device 100.

図2は、本実施形態の地中ケーブル撤去工法(以下、撤去工法と称する)を説明する図である。図3は、図2(b)のB−B断面図である。本実施形態の撤去工法では、図2(a)に示すように円筒部112に地中ケーブル14を挿通する。そして、油圧シリンダ130からの推進力によって中空ロッド120を介してヘッド110を推進しつつ、中空ロッド120を介してヘッド110に供給されたエアを前側噴射孔112aから前方に噴出する。 FIG. 2 is a diagram illustrating an underground cable removal method (hereinafter referred to as a removal method) of the present embodiment. FIG. 3 is a cross-sectional view taken along the line BB of FIG. 2 (b). In the removal method of the present embodiment, the underground cable 14 is inserted through the cylindrical portion 112 as shown in FIG. 2 (a). Then, while propelling the head 110 via the hollow rod 120 by the propulsive force from the hydraulic cylinder 130, the air supplied to the head 110 via the hollow rod 120 is ejected forward from the front injection hole 112a.

上記構成によれば、ヘッド110から噴射されるエアによって、トラフ12内の埋設材18と地中ケーブル14とが縁切りされる。このように縁切りの際にエアを用いることにより、高圧水等の液体を用いた際の排水を回収する作業が不要となる。したがって、トラフ12内の土等の埋設材18と地中ケーブル14の縁切り作業を効率的に行うことができる。 According to the above configuration, the buried material 18 in the trough 12 and the underground cable 14 are cut off by the air injected from the head 110. By using air at the time of edge cutting in this way, the work of collecting the wastewater when a liquid such as high-pressure water is used becomes unnecessary. Therefore, the edge cutting work of the buried material 18 such as soil in the trough 12 and the underground cable 14 can be efficiently performed.

また高圧水のような液体を用いないため、地中ケーブル14内のオイルが万が一漏れることがあっても、その拡散を抑制することが可能となる。そして、図2(b)に示すようにトラフ12内の埋設材18と地中ケーブル14とを縁切りしたら、地中ケーブル14をトラフ12から引き抜いて撤去する。 Further, since a liquid such as high-pressure water is not used, even if the oil in the underground cable 14 should leak, its diffusion can be suppressed. Then, as shown in FIG. 2B, when the buried material 18 in the trough 12 and the underground cable 14 are cut off, the underground cable 14 is pulled out from the trough 12 and removed.

更に本実施形態では、図1,図2に示すように、ヘッド110は、円筒部112の後方にも後側噴射孔112bが形成されていて、そこから後方の斜め下方にもエアを噴射する。これにより、図3に示すように、縁切りによって剥離した埋設材18を、持ち上げられた地中ケーブル14の下方の隙間に導くことができる。したがって、縁切りされた地中ケーブル14がふたたび隙間に落ち込んで埋設材18に埋もれてしまうことを好適に防ぐことが可能となる。 Further, in the present embodiment, as shown in FIGS. 1 and 2, the head 110 also has a rear injection hole 112b formed behind the cylindrical portion 112, and injects air obliquely downward from the rear injection hole 112b. .. As a result, as shown in FIG. 3, the buried material 18 peeled off by edge cutting can be guided to the gap below the lifted underground cable 14. Therefore, it is possible to preferably prevent the edge-cut underground cable 14 from falling into the gap again and being buried in the buried material 18.

以上、添付図面を参照しながら本発明の好適な実施形態について説明したが、本発明は係る例に限定されないことは言うまでもない。当業者であれば、特許請求の範囲に記載された範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 Although preferred embodiments of the present invention have been described above with reference to the accompanying drawings, it goes without saying that the present invention is not limited to such examples. It is clear that a person skilled in the art can come up with various modifications or modifications within the scope of the claims, which naturally belong to the technical scope of the present invention. Understood.

本発明は、トラフ内を通る地中ケーブルを撤去するためにトラフ内の土と地中ケーブルの縁切りを行う地中ケーブル縁切り装置、およびそれを用いた地中ケーブル撤去工法に利用することができる。 INDUSTRIAL APPLICABILITY The present invention can be used in an underground cable edging device that cuts the edge of the soil and the underground cable in the trough in order to remove the underground cable passing through the trough, and an underground cable removing method using the device. ..

10…作業現場、12…トラフ、14…地中ケーブル、16…蓋、18…埋設材、100…縁切り装置、110…ヘッド、112…円筒部、112a…前側噴射孔、112b…後側噴射孔、114…連結部、120…中空ロッド、130…油圧シリンダ、140…油圧コンプレッサ、150…エアコンプレッサ 10 ... Work site, 12 ... Trough, 14 ... Underground cable, 16 ... Lid, 18 ... Buried material, 100 ... Edge cutting device, 110 ... Head, 112 ... Cylindrical part, 112a ... Front injection hole, 112b ... Rear injection hole , 114 ... Connecting part, 120 ... Hollow rod, 130 ... Hydraulic cylinder, 140 ... Hydraulic compressor, 150 ... Air compressor

Claims (3)

トラフ内を通る地中ケーブルを撤去するために該トラフ内の土と地中ケーブルの縁切りを行う地中ケーブル縁切り装置において、
前記地中ケーブルを挿通する円筒部を有するヘッドと、
前記ヘッドを推進する中空ロッドと、
を備え、
前記ヘッドは、前記中空ロッドを介して前方にエアを噴射することを特徴とする地中ケーブル縁切り装置。
In an underground cable edging device that rims the soil and underground cables in the trough to remove the underground cables that pass through the trough.
A head having a cylindrical portion through which the underground cable is inserted,
A hollow rod that propels the head,
With
The head is an underground cable edging device characterized in that air is injected forward through the hollow rod.
前記ヘッドは、後方の斜め下方にもエアを噴射することを特徴とする請求項1に記載の地中ケーブル縁切り装置 The underground cable edging device according to claim 1, wherein the head also injects air obliquely downward behind. 請求項1または2に記載の地中ケーブル縁切り装置を用いて地中ケーブルと土を縁切りした後に地中ケーブルを引き抜くことを特徴とする地中ケーブル撤去工法。 An underground cable removal method, characterized in that the underground cable and the soil are trimmed using the underground cable edging device according to claim 1 or 2, and then the underground cable is pulled out.
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JP2006074939A (en) * 2004-09-03 2006-03-16 Kandenko Co Ltd Method for removing filled sand and power cable in subterranean buried trough, method for regenerating trough and for filling hollow portion
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JP2006074939A (en) * 2004-09-03 2006-03-16 Kandenko Co Ltd Method for removing filled sand and power cable in subterranean buried trough, method for regenerating trough and for filling hollow portion
JP2013085380A (en) * 2011-10-11 2013-05-09 Chugoku Electric Power Co Inc:The Auxiliary device for removing cable-in-pipe and cable-in-pipe removal system equipped with the same
JP2015171190A (en) * 2014-03-05 2015-09-28 東京電力株式会社 Cable removal device, cable removal method, tube laying method and cable laying method

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